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HomeMy WebLinkAboutR-421906DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 , 4', 6', 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION , ENO E 26 5 �yel A #3 BAR EACH CORNER S�cFA?2, �OTF� #3 BAR EACH SIDE - T #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP*, STD. SPEC. 9-05.20 12" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), 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 SECTION. 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 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 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 A RATE OF 1 H:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP 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 9-20.3(2). 8. 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 BY 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 IS NOTTO SCALE (NTS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 1 Public works Aftlm amr DATE DocuSign Envelope ID 345B6810-914F-4F2D-A659,7Cl920387aA3 RECESSED LIFT POCKET SEWER lG_1/2" 1/4r,� 12 -1 2 1' in 2- 1 /4' 14- �.� 1 2-3/4" F~ 11 CAST IRON RINQ AN Not t0 SC018 FRAME 1 k-C]I' nI a k.cTeo N 4 TES- 1 8" AND 6" CLEAN -OUT RINGS AND "OVERS ON SEWER MAINS SHALL DE EAST JORDAN IRON WORKS, tNC No 3698 (PRODUCT NO 00369803) OR APPROVED EQLjAL CLEAN OUT SMALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A B" THICK, 3'-0" 50lJARE CONCRETE, CLASS 3000. PAO AROUND THE RING AND COVER 3 INSTALL ASP>-IALT COLLAR PER STANDARD PLAN 106 DR ]ABLE STD* PLAN -403.1 Adall .� PUBLIC WORKS 8" OR 6" CLEANOUT "T� DEPARTMENT FOR SANITARY SEWER MAIN Martin Pastuciz�/zoz ;9D DATE CALL 3 WORKING DAYS BEFORE YOU DIG 811 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC - RED, SEWER - GREEN, GAS/OIL - YELLOW SAFETY PRECAUTION SHALL BE IMPLEMENTED SURVEY - PINK, TEL/CATV - ORANGE, WATER - BLUE BY CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS PROPOSED -WHITE :45 AI 1 12:1 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 F BOLT -DOWN SLOT, 1 1/2" SEE DETAIL AND NOTE 1 h, � 3'4„ (�L 5/8" i TI i BOLT -DOWN SLOT DETAIL SEE NOTE 1 L _ _ _ _ _ _ - LETTERING ISOMETRIC 24" 7 OR 8 EQUAL SPACES 1 DIRECTION OF FLOW T � 1 5/8" MAX. J 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 5/8"-11 NC x 2" ALLEN 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 204.00. SECTION B UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.20 } PUBLIC WORKS ROM: DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 c DATE P"bbc work: Aeminiscraror DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D31378A3 ".% r-�-r---------1 ! Fir EX. SEWER AGAIN II I � I I PROPERTY LINT SPOOL W I (LENGTH AS NEEDED) i - :�3'-07 MIN 6" SEWER STUB '690FUTURE 4" SIDE SEVER I II i 2"x 4" STUD MARKING POST PNNTEO 6" CAP WHITE PATH THE WORD `Si WER- SM14CILED iSEWER MA194 TEE X 6" TEE j j j I IN S' HIGH BLACK LETTERS AND #6 MRC 10 WRAPPED AROUND THE STUD ANU fi Si WAS1{ i EXTENDED TO THE TOP OF THE MD ' i Ct1,4JPLIFFC (IVP) L_J_L___�___J i vr� � I ti 6"XE"x$" SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00JE7502 OR APPROVED EQUAL, SPECIFY "SEWER" ON PC)). + CLEANWT TO BE CENTERED IN A 2'x2' CONCRETE PAO Fr CONCRETE PAD TO BE 8' IN DEPTH -- BEND AS 8. REQUIRE) EXISTIVG' SANITARY SEWER MAIN -7 0.% T,11N SLOPE LLrj3 ` FUTURE 4" BICE SEWER N"-6' SEWER STUB F'"XIS,X6' WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE :C 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO E) 18TING SEWER MAIN A VITRIFIEJ C.LA• WAIN - CU.I IN A NLW Hk "IEL" USING "5T90NG-BACK- FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) B CONCRETE MAIN - CUT RN A NEW PVC "TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC do C900 PVC MAIN - CUT W NEW TEE USING RIGID COUPLINGS CR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON 10ATN - CORE -DRILLER WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO S£WEIR MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUI IN A NEW PVC 'TEE- USING "STRONG -BACK" FI-EXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CO E-DRILLED W11H A ROMAC SADDLE "INSERTA-TEE" UAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER C MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL 8E AT MANUFACTURED KNOCK -OUTS DR THE STRUCTURE SHALL BE CORE-ORILLED AND USE XOR-N-SEAL $TOTS OR APPROVED EQUAL ND7Fs. I PRIOR TO INSTALLATION or A SANITARY SEWER STUB, A 913E SEWER STUB PERMIT MUST BE PURCHASED FROM THE nTY OF RENTON PUBLIC WORKS IMPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2 S' COvT"R AT PROPER7r LIME OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVAPOh. NMICHEVER IS LOWER 3 F-ME SEWERS SHALL HAVE A MINIMUM 2 IX SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHI INSPECTOR ARRIVES AT T"E APPOINTED 11ME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARO PLAN 110 OR 1702 6 THE SIDE SEWER STUB SHAL- HAVE PIPE BEDDING IN ACC'. R yANCL WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SI+ALL W INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON Ai SIDE SEWER STUB �STo PLAN -406.1 •�;} PUBLIC WORKS 1 2"i&UPIDMU4490 -t� I N STgI LATiQN DEPARTMENT artin PBStucbW26I202 NkLdr (SEWER MAIN TO PROPERTY LINE) .w I+71TE :45 Al I 12: DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC 9" DIA 5/ 4" 8-13116"DIA 8-1I8"DIA VEI 10-5" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLSCREW (ALLENHEAD) WMJSHRS 5/8 ON A 8" DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 EXTEND CLEANOUTRISER 1' 2" ABOVE DESIGNSIGNPONDING I I ELEVATION OR PER PLAN FERNCO GASKETED Q a 0 a DESIGN PONDING QUIK CAP OR SIMILAR } ELEVATION 4" STREAMBED COBBLES 8" CLASS "B" PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4 '4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS 6V' PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 I Ed I I -III -III- I-� -I I I -I I I -I I Ed I IE I I -I I I -I I IM I Ed I Ed I I IEEI I -I I Ed I I I I -I I I I -I I I -I III -I CLEANOUT RISER, - I I -I I I I I�III SOIL TIGHT 450 BEND SEE NOTE 2 III- _ =1 III=I 1 I=� I Ill I WYE I -III= SOIL TIGHT I --III COUPLER \ - I -III -III- =y I=111-11 I- UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA TO OVERFLOW ( I STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 PUBLIC WORKS DROSQ&ed by: STORM SYSTEM CLEANOUT 8/13/20 o I s DEPARTMENT Pastucha n wa?rtiin ,gy7Q,g,9D... DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 PLANTING BEDS/UNDISTURBED VEGETATION, SEE NOTE 1 UNDISTURBED TURF (LAWN) AREAS, SEE NOTE 1 UNDISTURBED NATIVE VEGETATION 0' GRASS: SEED OR SOD ////// \\ \\ \\ \ /// , N,I "'/// ' \\'\\" \\\\\\\\\\\�\\ �j////'//////// UNDISTURBED NATIVE SOIL /�//�//�//���// \i\\/\i\\i \//�/\�/�/�//� / \\i\\i\�\\\\i \i UNDISTURBED NATIVE SOIL /// OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 3"-4" ARBORIST WOOD CHIP MULCH, STD. PLAN 262.60 ///xx//x0" I �SEE ��,00II GRASS: SEED OR SOD I I I I I� I� I� I� I� I I III -I I-III-1 I- I I I-n TII-n 1-n, i= I� 11�1111111111111111111111111111111111 I 11- I=1 1=1 1=1 1=1 I- ��=III=III=111�= 1-111=III=111����� I I I=1 I I=1 I I -I ICI-,1 II I- I I I I I I 3" OF COMPOST INCORPORATED III- III- III- I I=1I I=1I I=1I I I I I I I 1.75" OF COMPOST INCORPORATED INTO INTO 5" OF SITE SOIL (TOTAL 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH AMENDED DEPTH OF 9.5", FORA I I I I I I I I I I I I I I I I SETTLED DEPTH OF 8")- IIIIIIIIII I I -III I I I I I I=III I I I I _ =I�= 11=IIIII-IIIIII OF s.s", FOR A SETTLED DEPTH OF a") II I II II I I I 6" 1 1 11 I I I II I \\ /\\ \\ SUBSOIL SCARIFIED 4" BELOW j/ \// //// COMPOST AMENDED LAYER \ \\ \\ \ '�' �I'' '�`'� ' �• \/ .Ii. -. /// _ .' \\ SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE) OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TUR^IFI^ (LAWN) 3'4" ARBOR( WOOD CHIP j j� jj j� j j�/ 0 IIIIIIII� �IIII'lyl�ll P /�j / N IY^II N fII II (IIIYYI'11 II'VII �1N1A^IRI^E^IAA^ISII1N� I^ ^I �lllllll�(p�llll� GRASS: SEED OR SOD II VI+11t / MULCH, SEE STD._ - PLAN 262.60 -1�I=LIE-11 El I I I.=IF=1 III-III-III-111 11-111 =1 I11-111 =1 =1 =1 NOTES: 1 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I F 1=1I1=1II=1I1=1 -III-III-111-111� 1 -111=11 111-111-111=111=111=111=111=111 III=111=III=III=111=111-III-III 1=11�11=111=111 111-111=111� 1. AREAS OF NO DISTURBANCE TO BE FENCED -III-ICI I b I I�� I �I I� III-III-III=III=III=III=III=I III=I I=I I=III=III-III=III-III = I I AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6" IMPORTED III- � � �1F� = 6" IMPORTED TOPSOIL MIX III=111=III-III=III-III-III TOPSOIL MIX =1I=1 - L- GENERAL NOTES: (COMPACTED III=III=III=III=III-III-III-III I� I I� I_ I_ 11-111� (COMPACTED 11 11 DEPTH) I I 6^ = - - = = DEPTH) -�I 1. TO MEASURE SETTLED DEPTH, WATER SOIL \ / \X\\ \\/ \\� \ \ SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION � \ y SUBSOIL IS \/ SCARIFIED 6" 2. COMPOST TO MEET STD. PLAN 262.60. SUBSOIL IS SCARIFIED 6" \ \\ \ \\ \\ \ BELOW IMPORTED / //\//\ / // /�// BELOW IMPORTED \ TOPSOIL MIX // / 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TO BE TO 85 % OF STANDARD PROCTOR. \/// TOPSOIL MIX \ 12" \\\ 4. FOR SPECIFIC PSEE ROJECT REQUIREMENTS. RO ECTQUIRNTS.S OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 264.00 Ar • PUBLIC WORKS DEPARTMENT SOIL AMENDMENT SECTIONS :45 A APPR D: GAZ 9/28/2018 Public ftM1, AEmi-r-r DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SEE NOTE 2 10' MIN. 5' MIN. D r-� PERFORATED PIPE TO BE LEVEL CLEANOUT PER STD. PLAN 226.00 3/4" TO 1-1/2" WASHED DRAIN ROCK OR GRAVEL BACKFILL FOR DRYWELLS PER WSDOT STD SPECIFICATION SECTION 9-03.12(5) HOUSE YARD DRAIN OR CATCH BASIN PLAN WITH SOLID LID ROOF DOWNSPOUT WITH OVERFLOW WYE AND SPLASH BLOCK ELEVATION 6" MIN.' 12"MIN.. 12" MIN. ABOVE SEASONAL HIGH �' GROUNDWATER OR HYDRAULICALLY MIN. RESTRICTIVE LAYER SECTION A HOUSE 6" DIA. MIN. PVC, 12" SDR 35 PER ASTM D3034 FINE MESH SCREEN, SS304 10x10 OR SIMILAR COMPACTED BACKFILL 6" DIA. MIN. PERFORATED PVC, SDR 35 PER ASTM D3034 - NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 NOTES: 1. 15' MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES, BASEMENTS, OR ELEVATIONS BELOW THE OVERFLOW POINT. 2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 100' MAX. WHEN LOCATED IN COARSE SANDS OR COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST 20' IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30' IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Al STD. PLAN - 225.20 ® PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT ®gamed by: '��� DEPARTMENT INFILTRATION TRENCH Oa,gyvrtiin Pastucha 8/13/zoz rq4WWD... DATE -f 6` CONCRETE BLO BLOCK .4 -� CONCRETE BLOCK ANCHOR NTS a� f j L PIPE BEDDING 6' MIN. ��►lSTRAP-FOOTING ANCHOR (TYPICAL) NTS z .v �-? N. 1 +w�V.q�--' . CONCRETE SECTION + NOTE: FOR SOLID WALL HOPE, PIPE MUST BE FOOTING NTS FREE TO SLIDE INSIDE A W LONG SECTION KEYED INTOOF PIPE ONE SIZE DIAMETER LARGER. UNDISTURBED SOIL AS SHOWN 1' MIN" DIAMETER STEEL ROD (STRAP) CLAMPED SECURELY TO PIPE, $"'MIN. } r � CONCRETE FOOTING KEYEDIN70 1' IN. jry ,_ o drp UNDISTURBED SOIL 1�'v.'° p•.'Tc AS SHOWN 2 x PIPE DIA. MN. SECTION B43 NTS Concrete Pipe Anchor 1 8:1 R-421906 IN COMPEIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' Wanders 03/29/2023 LL PACIFIC LAND ENGINEERING, INC. AND / P A I I LAND SURVEYED: SCALE: OR THE ENDORSING ENGINEER ARE NOT S. Hq RESPONSIBLE FOR ANY UNAUTHORIZED �I of wnsgrJO REPRODUCTION, MODIFICATION AND / ew �ca9P DESIGNED: 1n _ 101 HORIZONTAL: NAD 1983/1991 , HUMWAY SUNSET SFR OR CHANGES TO INFORMATION ENGINEERING o CITY O F 8XX SW 4th Place CONTAINED IN THIS DRAWING /PLAN 36034 w DRAW". RENTON SHEET. THE DESIGN CONCEPT(S) SHOWN RENTON, WA 98057 Sr HEREON ARE THE PROPERTY OF PACIFIC sSIGISTE4wgC~� LAND ENGINEERING, INC. THEY MAY NOT ONAL ti� Civil Engineering .Development Services .Land Use Consulting ONE INCH DATUM 820001742 BE USED OR COPIED IN WHOLE OR IN Permit Expediting Services. Inspection Services. Expert Witness CHECKED: AT FULL SCALE PART WITHOUT THE WRITTEN CONSENT Date: 10/10/2022 Bellevue, WA - www.pacificlandwa.com IF NOT ONE INCH OF PACIFIC LAND ENGINEERING, INC. late: 10SNOTVALID info@pacificlandwa.com. 425 615-6160 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY Planning/Building/Public Works Dept. COVER SHEET MPIAND THE ENDORSING ENGINEER. UNLESS SIGNED AND DATED @p ( ) LQ z DATE: 10 / 22 / 2022 \ T FIELDBOOK: PAGE: DRAWING NO: SHEEP: 6 OF: 0)