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HomeMy WebLinkAboutzW-4277setNE 7th Ct I� NE 7th St Z �a NE 7th St NOT TO SCALE NF 6th 0- � s I I , PI 0 "T 6th pl -1 a NE NNE 6th PI z a SITE n NE 6th St � w t NE 6th St Z 0 m LL NE Sth Ct > w W Sth pi a NE Sth Ct v s z ° n o u D NE Sth St NE5thN 2� s NE 4th PI o� A a �E, NE 4th Ct ;t s VICINITY MAP GENERAL SITE DEVELOPMENT NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. TEBALDI ENGINEERING, LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT TEBALDI ENGINEERING, LLC, TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR OF THE AUTHORITY HAVING JURISDICTION 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY THE AUTHORITY HAVING JURISDICTION DURING REGULAR BUSINESS HOURS. 12. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO TEBALDI ENGINEERING, LLC AT COMPLETION OF PROJECT. APPLICANT GOFEASIBILITY PO BOX 1176 SUMNER, WA 98390 ENGINEER: TEBALDI ENGINEERING, LLC PO BOX 121 SUMNER, WA 98390 TEL: (206) 450-5096 CONTACT: CHRIS TEBALDI, P.E. SURVEYOR: BBA LAND SURVEYING 12014 SE 157TH PL RENTON, WA 98058 TEL: 206-406-1257 GASPAIRE SINGLE FAMILY RESIDENCE -FRONTAGE IMPROVEMENTS EX. ROW LINE INSTALL CATCH BASIN INSERTS AT NEAREST DOWNSTREAM CATCH BASIN / (TYP.) EXISTING SDMH RIM=416.33' I IE(N)=409.38' 8"CONC o IE(W)=409.23' 12"CONC N ---- OH I II OZ I �---- SD -- -- SD ---- CORE DRILL AND CONNECT TO EX. SDMH it IE=409.23 (12") I I I UTILITY CROSSING ' �I IE=412.5f (8" W)----W------ ----- I W-I T.P.=410.48 (12" SD) MAINTAIN 18"-ithlN. SEPARATOW IF 18" MIN. SEPARATION IS NOT POSSIBLE I CONTRACTOR TO INSTALL ETHAFOAM At II CROSSING TO SATISFACTION OF CITY � OF RENTON INSPECTOR 19 LF 12" PVC SDR-35 SD ® ^.70% �j CATCH BASIN #2, TYPE 2�:a48" W/SOLID LID �- - STA. _Cj_+8237 0' RT RIM=417.10 IE=409.75 (12' E, N) SEE DETAILS O�N SHEET 4. 44 LF 12" P C SDR-35 LSD ® 9.10% CLO INTERSECTION SfA. 10+00 (6TH) LIMITS OF (TYP.) 0 PORTION OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON Ul � Z W Q.1,111AI I /1A 11 MAf IA1 IK.111111 I. /-EX. FIRE 4YDRANT SEE DETAIL ON SHEET- 2 __ 4!18`Q4 - kir PROPOSED ADA RAMP. SEE DETAILS FL01 ' , ON SHEET 5 0 CATCH BASIN #3, TYPE 1 W/STANDARD GRATE STA. 10+26.63, 29.45' RT RIM=418.04 418.76 IE=414.00 (12" N) BACK OF L SEE DETAILS ON SHEET 4. PROPOSED TYPE 3 BARRICADE o_ PROPOSED SSCO RIM=419.0f\0 IE=410.00 (6") \ v SEE DETAIL ON SHEET 3 7 LF 6" PVC SS @ 2.00% 0J 0 0 I � VERTICAL CONTROL Pn 45 BEND a p c 15 LF 6" PVC SS ® 2.00% ao , v .. T VERTICAL DATUM: NAVD88 ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY CITY OF RECENT SURVEY CONTROL DATABASE LOCATION: COR NO. 1503 - CONCRETE MONUMENT WITH BRASS PLUG, DOWN 0.7' IN CASE, AT THE INTX. OF NE 4TH ST AND UNION AVE NE ELEVATION: 401.019 FEET EXISTING TOPOGRAPHY/SURVEY INFORMATION NOTE: THESE DRAWINGS HAVE BEEN PREPARED BASED ON TOPOGRAPHIC SURVEY PREPARED BY BBA LAND SURVEYING DATED OCTOBER 2021. TEBALDI ENGINEERING, LLC DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK. TEBALDI ENGINEERING, LLC PO BOX 121 SUMNER, WA 98390 (206) 450-5096 LEGEND o = FOUND REBAR W/CAP O = FOUND IRON PIPE ® = FOUND MONUMENTIN CASE ® = BOLLARD CB ❑ = CATCH BASIN } = CULVERT FH C( = FIRE HYDRANT Gv D4 = GAS VALVE 0 = LUMINAIRE o = MAIL BOX PPS = POWER POLE G�LPA = UTILITY POLE ANCHOR Os = SANITARY SEWER MANHOLE TR ❑ = TELEPHONE RISER WWI® = WATER METER Qw = WATER VALVE = GRAVEL DRIVEWAY = CONCRETE = ROCKERY = TEMPORARY BENCHMARK (TBM) �_ 43524 �� s �C/ S T �R, \�� S/0NA L ECG 2/12/24 3 IREVISED PER CITY COMMENTS CMT 2 REVISED PER CITY COMMENTS CMT 1 REVISED PER CITY COMMENTS CMT NO. REVISION BY - OH ----- OH -- OH ----- OH --- OH ----- ICKENED EDGEAl -OH ----- OH ----- OH�----- OH -- I EX. PAVEMENT FLOWLINE- - EX. POWER ruLt Q _ _ TO REMAIN I I I I I \ -i ---i---W----- W----- W----- W ----- W pti--W----- W----- W----- W-----W I II -�- I I 6TH S � ,9- : of I I n I L_ j M IdNT ti M N F F;OR W 418.8± o p ' M.E. 0 . . N ,8$'5721' W. 861.a4 1•�(8n1.37' MEAS.) �. . . . . . . . . . . . . . )INT V�. . . . . . . . . ; NEIGHBOUR,HOQD WATCH . •,.,• . \ )IN . _ LIMITS • OF CLFARINGI o (TYP.) .44 I 41 WLINE PROPOSED.ADA RAMP. SEE DETAILS FLCON SHEET 5 •PROPOSED 16' WIDE CEMENT oy CONCRETE DRIVEWAY APPROACH SEE DETAIL ON SHEET 2 PROPOSED WATER METER �y AND SERVICE. 1-INCH WATER METER INSTALLED BY a X----ITY-0E-RENTON. SEE DETAIL ON SHEET 2 0 PROPOSED 5' WIDE SIDEWALK SEE DETAIL ON SHEET 2 / PROPOSED TYPE 3 BARRICADE )I oy / 419.16 ALK BACK OF WALK PROPOSED ROW LINE �y / I , I \ --/ x I ` \ oy x \ LINETYPE LEGEND G GAS PAINT LOCATE T TELEPHONE PAINT LOCATE W WATER PAINT LOCATE -0-0- CHAIN LINK FENCE 0 o WOOD FENCE EDGE OF ASPHALT TOE OF SLOPE TOP OF SLOPE SITE LEGAL DESCRIPTION -- 0-�--- OH --- OH ---- - - EPP \ A Ir1TC�►. 1. INSTALL UTILITIES PER STANDARD DETAILS ON SHEETS 2 THROUGH 4 THAT PORTION OF THE NORTH 130 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID NORTH HALF WHICH BEARS NORTH 88° 57'11" WEST 540.45 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0°22'15" WEST TO THE SOUTH LINE OF SAID NORTH 130 FEET AND THE TERMINUS OF SAID LINE. EXCEPT THE WEST 60 FEET THEREOF. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BBA LAND SURVEY osa� 2/12/24 CMT CHAT 1 1 /25 CMT °` CHAT 10/21 CMT CHAT DATE APPR HOF0 1'-10' VERT. N/A mmi "mm DATU M 0 Know what's below. p Call before you dig. ® Dial 811 W- 4 2 7 7 01 R- 4 2 7 7 01 Or Call 1-800-424-5555 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering DEVELOPMENT ENGINEERING c � IL JFarah 07/11 /2024 0 yqi 07/10/2024 ' REGIONAL FIRE AUTHORITY eNTo WATERABDOUL UUTILIITY FWASTEWATER UTILITY APPROVED d � ell 07/11 /2024 cthomas 07/11/2024 4<FIPEa< CITY OF GASPAIRE SFR OFFSITE IMPROVEMENTS RENTON Planning/Building/Public Works Dept. GASPAIRE FRONTAGE IMPROVEMENT PLAN 39XX NE 6TH STREET 2/4/23 iL• 0 141 0 0 N U HOF0 1'-10' VERT. N/A mmi "mm DATU M 0 Know what's below. p Call before you dig. ® Dial 811 W- 4 2 7 7 01 R- 4 2 7 7 01 Or Call 1-800-424-5555 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering DEVELOPMENT ENGINEERING c � IL JFarah 07/11 /2024 0 yqi 07/10/2024 ' REGIONAL FIRE AUTHORITY eNTo WATERABDOUL UUTILIITY FWASTEWATER UTILITY APPROVED d � ell 07/11 /2024 cthomas 07/11/2024 4<FIPEa< CITY OF GASPAIRE SFR OFFSITE IMPROVEMENTS RENTON Planning/Building/Public Works Dept. GASPAIRE FRONTAGE IMPROVEMENT PLAN 39XX NE 6TH STREET 2/4/23 iL• 0 141 0 0 N U DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS a BELOW INLET GRATE DEVICE yR SEDIMENT AND DEBRIS4. c5.j`Y FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) o OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 AoultIL a, } PUBLIC WORKS APPR ED. DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Nbli< ks Adm DATE FACE OF CURB _ 6 1 T2 s1/2' V 112" R. - y 1" R 1:24 I L TOP OF 1/2" R. ROADWAY t� 1 1 �t V- CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB b 112 -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1.12 1:24 TOP OF 1A2" R. ROADWAY I �r - 1'- 6" _ DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8' _ 6" CEMENT CONCRETE 112" R. V R SIDEWALK RAMP VARIES OR LANDING FROM t 6"To0 i 6' 1 3/8'PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB - G 1!2 SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1^ 112' R. ROADWAY 2" I �1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURE I FACE OF ADJACENT CURB GUTTER SURFACE PREMOLDED JOINT FILLER E FULL -DEPTH 1" R. EXPANSION JOINT 1" R. 6 112 5 1/2" 1" 1/2' R. - - _ 1" R. 1 ' TOP OF Zo ROADWAY f � 1 8 1/-1" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKS CEMENT CONCRETE CURBS I'i DEPARTMENT TEBALDI ENGINEERING, LLC PO BOX 121 SUMNER, WA 98390 (206) 450-5096 II MAIN FINISHED GRADE 9" TO 12" 24" TO 30" A 22 Y/2• LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER W Z J W Z J IN UNIMPROVED ROW, w � INSTALL METER BOX w CITY PRIVATE p AT PROPERTY LINE WITH p a 1" COPPER TAILPIECE a PIPING PIPING SIDEWALK �12"� 21" TO 30" \J B MATERIALS O CORPORATION STOP 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ OB TUBING 1" TYPE "K" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK O METER SETTER VALVE ON OUTLET, FORD VBH74-15W-44-44-0,-NL, A.Y. MCDONALD 721-415WC6644, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS OD WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY O METER BOX METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ "RENTON WATER" OF COUPLER AND PLUG COUPLER (PACK JOINT PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE © GRAVEL 1 %4" WASHED GRAVEL :45 A :,i• PUBLIC WORKS DEPARTMENT 1" WATER SERVICE ����►► r MIN I VARIES 1' Iu11N fi6N 1' MIN (�� � 5PECLAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST { f ! I} t I %ITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 L FEET OF THE EDGE OF THE PATCH REOUIRM FOR THE NEW CROSSING AND ANY I -` 1 SUBSEOUENT PATCH EDGE 1M m 1D FEET OF THE EDGE OF THE SECOND PATCH AND SO QN LIP TO A TOTAL OF 300 FEET. -------------- TRAFFIC FLOW I ' 2" HMA I , I I1 TO 8" HMA y t . 1 W 2' DEPTH or PLANING OR SASAICUT AND REMOVE FVARIES: 6.5• YIN. 1' 1 VARIES MIN 14 W I I Mill i111N 2" SAWQUT AN[) REMOVE OR PLANE, SEAL WITH AR-4000w (EACH SIDE) 2" HMA SAKUT AFTER BACKOLL - (EAC14 SIDES AlDTHIMPROVEMENT OF TRENCH AS REQUIRED BY 512E O PROPOSED IMPROVEMENT (SEE E O R STANDARD rJPECSHORI G. F-p9.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REpUIREMENTS OF WSOOT STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH 2" - 6" MIA (5EE NOTE 2) B- CRUSHED SURFACING TOP COURSE (CSTC) {g-03,9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, STD. PLAN - 320.1 FACE OF GUTTER DR EDGE OF PAVEuENT CENTER LINE OR LANE LINE DEPTH OF EXISTING -NY CSTC, BAN!( RUN GRAVEL FOR TPENCH SACKFILL GRAVEL BURROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 959 MODIFIED PROCTOR. PIPE ZONE BEDDING- MATERIAL- SEE STANDARD PLAN 1 I D.1. FOR NOTES. SEE STANt)ARD PLAN 1TO-1 TYPICAL TRANSVERSE PATCH FOR --- PLAN - no PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID DEPARTMENT PAVEMENT WITH OVERLAY c M. TF WAS � � o Fs `��1 S 1 E R� ���` s/ONA L ECG 2/12/24 3 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 1 REVISED PER CITY COMMENTS NO. REVISION DATE )112'.._ RAISED EDGE DETAIL SIDEWALK LEVELD SIDEWALK TRANSVERSE 1' • 0' t' • 0' WIS (IN) PREMOLDED JOINT FILLER 1(2• (IN) R. JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2..0% 1 12' (IN) R. (TYP.)FOR CURB DETAILS SEE STD PUW 101 • ��,,,��¢• 41 •" • iE7 .ING ROADWAY .►, S'- �`- • _ - - _ // CRUSHED ROCK BAS . T • .., ...µ r:�:.:• SEE RAISED EDGE .. .. ' . ril '' SIDEWALK DETAIL - THIS SHE TYPICAL UNDER • CRUSHED SURFACING TOP COURSE (CSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR 5 r] WITH RAISED EDGE (uNLtss REDu1REMENr wArvEo BY C/ ENGINEER) TYPICAL UNDER N1 CURB, (IN) R. (TYP.) GUTTER 8 SIDEWALK CSTC UNDER { FOR CURB DETAILS CURB B GUTTER TO BE W THICKNESS OR 1.5% SEE STD PLAN AIL MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER 9YP. FOR �H�tK4R ALL CURB d GUTTER). • 1 FINISHED GRADE V (IN) BELOW 2'-0" SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB 1, 0. 1. 0' MIN ROU DING VY(IN)R.(TYP.) FOR CURB DETAILS _2.0% iS% _ SEE STO PLAN 101 BRIDGE OR PEDESTRIAN �- �" •`n'Y?- •~ .••I RAILING -\ n11•'•• FoaCURB oErals ADJACENTTOCURS SIDEWALK SEE STD FLAN 101. (STEEP FILL SLOPES) BARRIER -SEE COMRACTPUNS ALL OR BARRIER IW (IN) R. (TYPJ FLUSH / I SIDEWALK .t trr MR VERTICAL WALL - SEE DETAIL •� •• - - ►• 3!6- (IN) PREMOLDED JOINT FILLER _ ADJACENT TO CURB AND RAILING OR WALL B. (IN) PREMOLDED JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL bhh (SEE NOTE 10) SIDEWALK 11Y (IN) R SECTIONS 1� ) 1 5% FOR CURB DETAILS _ 15%MIN. SEE STD PUN 101 ` - •• - P •\ �}��, • BROOMED FINISH ORMATCHEXISTING\'iX i 0� V WIDE, SMOOTH Jr' TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0, " fO' §" / ti CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS d SEE ST) PLAN 101 NOTES 1. Four feet of the sidewalk Width shall _ be the minimum pedestrian < IN DEEWWAniIKKONNLYM • ► a r '• " accessible route (V m free of vertical , •► •� Lo .' and horizontal sver obstructions. Boxes, Gratings, `\ • ••" k . •r Acce55 Covers, Junction Boxes, FULL -DEPTH EXPANSION SM PI N BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE Sro FIAH appurtenances within the sidewalk a1�o 3!8' C CONTRACTION JOINT must be flush with surface, and match - grade of the sidewalk. �� JOINT AND FINISH DETAIL 2. Monolithic Cement Concrete Curb and •► •� r2, ��• Sidewalk Is not permitted in new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. 1{ ' necessitates a Monolithic Cement PREMOIDE Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must Comply With E FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT ' PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALKY`l it r... VARIES, 4.5' MIN. LANE LINE MARKING SA`NCUT AFTER BACKF'ILL DEPTH OF EXISTING PAVEMENT 2 - 6" HMA f (SE NOTE 2) 1` 1' EDGE OF PAVEMENT, EpCE a OF CURB & GIJTTER, OR MIN. MIN, CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) g" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT SIANDAR❑ 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE. SEAL WITH MODIFIED PROCTOR AR-400OW CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03-19). GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR, PROPOSED IMPROVEMENT (5EE WSDOT STANDARD SPECIT)CATION 2--09,4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WS00T STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT. WSDOT STANDARD SPECIFICATION 7-08.3(1)B ► FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F " FOR SANITARY SEVER. PER STD PLAN 405 TRENCH WIDTH ` FOR JOINT UTILITY TRENCH, SAND WTH 95% PASSING A #d SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES 1 WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND "OR THAT DISTANCE $0 CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER- 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL r PG 84-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL 4" PG 64-•22. THE THICKNESS SHALL HE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3, WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL 13E PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB do GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALI, BE PLANED Oft REMOVED AND OVERLAID WITH HMA. 4- IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION .JOINT. 5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I'f R DEPARTMENT RIGID PAVEMENT WITH OVERLAY Ilkwilmofik)9P11 7 B AB LAND SURVEY IIIIIa N/A CHAT CMT 2/12/24 CMT CMT 1 1 /25 CMT CHAT als IIOI III »o� . wr m IIIBI 11110"JII ° � CMT 10/21 CMT a■amT CHAT BY DATE APPR IIM�1�N1 DATU M BID ITEM (SEE NOTE 8) (SEE NOTE 8) 10 LF OF PAVED DRIVEWAY REQUIRED 3/8" EXPANSION JOINT (TYP.) r CEMENT (SEE STD. PLAN 102) / CONCRETE 1 SIDEWALK o � 3 Y 0 Z SEE NOTE 5 3 rn w CON TRUCTION JOINT SEE NOTE RAMP WITH 12HA V DRIVEWAY B CEMENT CONCRETE CURB &GUTTER SLOPE (TYP.) APPROACH (SEE NOTE 3) 3/8" CONTRACTION JOINT (TYP.) (SEE STD. PLAN 102) PLAN VIEW SIDEWALK SHALL REMAIN AT A CONSISTENT SLOPE WITH VARIES ADJACENT SIDEWALK, PROVIDED THAT THE MAX. CROSS SLOPE ON THE DRIVEWAY APPROACH IS NOT EXCEEDED. (SEE NOTE 10) OTHERWISE, SLOPE SHALL BE 8.3% MAX. SEE NOTE 8 (TYP.) 4"CRUSHED SUFACEING TOP COURSE 6" MIN. (TYP.) CEMENT CONCRETE (CSTC) COMPACTED TO 95%MODIFIED 6"MIN. SIDEWALK PROCTOR (UNLESS REQUIREMENT 3/8" EXPANSION JOINT (TVP.) WAIVED BY ENGINEER) TYPICAL UNDER (SEE STD. PLAN 102) ALL DRIVEWAY ENTRANCE DEPRESSED CURB 8 GUTTER-\ (SEE NOTE 3) SECTION O 12"R(rYP) SIDEWALK WIDTH 10% DIFFERENCE IN SLOPE MAX. DRIVEWAY W/ POSITIVE SLOPE (SLOPE SHOWN EXAGGERATED) 1.5% 1zH;ty, Ott DRIVEWAY 8 MIN. r DRIVEWAY W/REUTIVE N NEGATIVE SLOPE (SLOP I - SHOWN EXAGGERATED) 1\\ CEMENT CONCRETE SIDEWALK TYPE R1 B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) �•�:a.I:•�r:���lra»a�`��Lly� G� Y ® CEMENT CONCRETE DRIVEWAY STD. PLAN - 104.3 � PUBLIC WORKS ENTRANCE - TYPE RIB APPROVED: DEPARTMENT F DATE 8' PLANTER STRIP PROPOSED 30' ROW DEDICATION 1.3' 5' WALK 17' Z 15.2' CL TO FACE OF CURB 3. 6" 0 fY Of X W `VERTICAL CURB AND GUTTER SEE DETAIL ON THIS SHEET CEMENT CONCRETE SIDEWALK SEE DETAIL ON THIS SHEET CITY OF RENTON Planning/Building/Public Works Dept. EX. 30' ROW EX. 21' PAVEMENT NE 6TH STREET CROSS SECTION (LOOKING WEST) NOT TO SCALE 7' W Z J O Of IW-427702 R- 427702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' yqi 07/10/2024 GASPAIRE SFR OFFSITE IMPROVEMENTS NOTES AND DETAIL 39XX NE 6TH STREET 2/4/23 IMF 2 OF 0 141 f l ocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 Not to Scale FRAME (D I I O • \* \\\\\\\\\\\\\\`* _\\\\\\\\\IIII�III D CAST IRON RING ANC DR )ABLE NOTES. 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT "° Y DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCtW26/2020 DATE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 <� l r-T-r---------- I I I I �r--EX. SEWER MAIN I 1 I I ' I _PROPERTY LINE S NEEDED) I I I 13'-O" MIN --�{ R STUB I I I o I I I I M FUTURE 4" SIDE SEWER F�SEWWR I I 1 i i I f 2"x 4" STUD MARKING POST PAINTED I I I I 6' CAP WHITE NTH THE WORD "SEWER' STENCILED E X 6" TEE i i i i I IN3" HIGH BLACK LETTERS AND /6 WIRE i SIDEWALK i • ? WRAPPED AROUND THE STUD AND I I I 1 I EXTENDED TO THE TOP OF THE STUD COUPLING (TYP) L_J_L_________J e I; 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR IO � APPROVED EQUAL, SPECIFY 'SEWER" ON LID), Fi CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH _____________________T_ BEND AS 8" REQUIRED EXISTING SANITARY _ SEWER MAIN -2 \ 0% MIN SLOPE 1\ !`\ `FUTURE 4" SIDE SEWER 6" SEWER STUB 6"X6"XC WYE FUTURE 6"x 4" REDUCER l SEWER MAIN 517E X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE' MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-S' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X 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 WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 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 STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR uCFNSED AND BONDED IN THE STATE OF WASHINGTON -1� SIDE SEWER STUB STD. PLAN-406.1 .- Pusuc WORKS INSTALLATION A DEPARTMENT Martin PastuCh@Y26/202 (SEWER MAIN TO PROPERTY LINE) DATE TEBALDI ENGINEERING, LLC PO BOX 121 SUMNER, WA 98390 (206) 450-5096 1 12 1 12: WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ~�Y o STD. PLAN - 300.0 GNP WORKS PUBLIC WATER PLAN GENERAL NOTES DEPARTMENT 'PFo$ MARCH 2O10 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ESC PLAN SET. ALL THE NOTES ON THE (ESC) LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER HEREBY REFERRED TO AS APPLICANT MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE ( ) BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16, BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17, AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 = PUBLIC WORKS EROSION AND SEDIMENT CONTROL FPR D ��� DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 u�worv:namlm:na•, DATE w A s CD 43524 /STERN �\a` s/ONA L 2/12/24 :45 Al 3 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 1 REVISED PER CITY COMMENTS NO. REVISION DocuSign Envelope ID E212B987-C626-4330-A5D4-DO55AO107AF9 TRENCH WIDTH, SEE NOTES PIPE ZONE BEDDING AND BACKFILL SEE NOTE 4 - TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN -� BACKFILL. SEE NOTE 4 FOUNDATION LEVEL RIGID PIPE NOTES: I PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT FOR PIPE CONSTRUCTION IN A TRENCH. THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH 2 O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF RPE-ARCH 3 SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH 4 PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN S' LOCSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR 8 PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03 12(3)) OR MAINTENANCE ROCK (WSDOT "11)(4)) RISE FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 5 PIPE - ARCH C PIPE TYPE MINIMUM PUBLIC? PRIVATE? ALLOWED IN ZONE 1 COVER (FT) OF THE APA7 CORRUGATED 20 YES YES YES STEEL PIPE SPIRAL RIS STEEL 2.0 YES YES YES PIPE PLAIN CONCRETE PIPE IPCPI 2 0 NO YES NO REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCPI DUCTILE IRON PIPE 1.0 1 YES VES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12"TO24' 12- 30'TO98' DIAMETER 13 10r TO 180' 48' PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 13"TO 36' 12- 43" TO 142" SPAN, 3 148' TO 199' 1., UNLESS OTHERWISE NOTED, DRAWING 6 NOT TO SCALE (NTS STD. PLAN - 220.00 m PUBLIC WORKS PIPE ZONE BEDDING AND APPRROVII)) -1� COMPACTION DEPARTMENT - RIGID PIPE MartinPastucha 10/19/20 I-- n."...ro.b DATE DocuSign Envelope ID: 381 B34D3-7EOA-476C-ADB3-4329FFEOC 108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLCANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES I BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR 2, THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE. AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDML RENTON MUNICIPAL CODE (RAC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSOOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA)_ IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY 4. APPROVAL OF THE ROAD, GRADING. PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G WATE I, SEWER. GAS. ELECTRICAL ETC.) PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS AND RETAINING WALLS REWIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION, THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6 THE LOCATIONS OF ALL EXISTING UTIUTIES SHOWN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7 VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE MAD 83 (WA STATE PLANE NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK. DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03 3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92%OF MAXIMUM DRY DENSITY. 9 OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES CATCH BASINS OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISF APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 80 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00. 220.10, AND 220.20 13, STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR S INSIDE AND OUTSIDE, 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON. BOLT -LOCKING LIDS PER IHE CITY STANDARD PLAN 204.10. 204.20, 204.30, 20440. AND 2D4.50- STRUCTURES SHALL HAVE • RECTANGULAR OR ROUND. SOLO LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURB/GUTTER LINE • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS ONES OF THE RENTON SWDM 18, LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT -Of -WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH UNLESS OTHERWISE NOTED, DRAWING IS NOT 70 SCALE (NTS STD. PLAN - 267.00 UO+ PUBLIC WORKS SURFACE WATER STANDARD PLAN I ruyFHrlty DEPARTMENT NOTES (1 OF 2) Martin PastuCha8/13/2020 a.F.�dneu48D DATE BBA LAND SURVEY N/A CMT CMT 2/12/24 CMT CMT 1 1 /25 CMT CHAT ails null ff Im ou Ir NI7r als noN 11111= CMT 10/21 1 CMT a■a®t CMT BY DATE I AP P R 8 DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878 I SEE STANDARD PLANS 110, 110, 1, 110 Z AND III FOR PAVEMEN- T RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS ' 12' MIN. -- EXISTING PAVEMENT SURFACE - - - - ---__- - - zF _____ n n 6' MIN.. SEE NOTE 4 NEAT LINE TRENCH 'CRUSHED SURFACING TOP COURSE' PER WSDOT STD SPEC 903 943). COMPACTED TO 95% OF MAXIMUM DENSITY 'CRUSHED SURFACING TOP COURSE' PER WSOOT STD SPEC 9-03.9(3). "BANK RUN GRAVEL FOR TRENCH BACKFILL' PER WSDOT STD SPEC 9-03 19, OR "GRAVEL BORROW PER WSDOT STD. SPEC 9-03.14(1). COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL i PER STD PLANS 220.00 AND 220.10 • PUBLIC WORKS l �" DEPARTMENT I~ SEE NOTE 1 UNPAVED AREAS I PAVED AREAS NOTES: 1 SEE WSOOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER V DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295.156 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED. AS DETERMINED BY PIPE MANUFACTURER, 4 IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER. USE 'CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS VNlF55 Ori119N'!tT ti6rED [1RA'JJN[; It \01 Tt] t'A.I il,i• STD. PLAN - 220.20 TYPICAL TRENCH AND BACKFILL �1GAZ 9/28/2018 1 9:45 All DocuSign Envelope ID: 301 B34D3-7EOA-476C-ADB3-4329FFEOC 108 SURFACE WATER STANDARD PLAN NOTES: I HE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES id ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS • 4-8INCH ROCK 140 - 70% PASSING; • 2 - 4 INCH ROCK 130 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE UNLESS APPROVED BY THE CITY FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS 20, THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT40CKI14G UO MARKED'STORM' OR •DRAA W SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21, ALL STORM SYSTEM EKTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION 22 ALL NEW Y•INSTALLNEWLY-REHABILITATEDED AND (PUBLIC AND PRIVATE) STORMCONVEYANCE SYSTEMSINSPECTED BY MEANS OF REMOTE CCTV ACCOR04NG TO THE CITY STANDARD PLAN 2W D0 CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANWOR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 744 3(11 OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY, STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED 24 FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE TO MAINTAIN THE MOISTURE CAPACITY OF THE Son. EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 25400 25 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANMOR LIABILITY CONNECTED WITH STORMWATER DISPOSAL THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION 26 ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH. AND SAFE TY OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 27 PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-0501 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS, CLEANOUTS, INLETS. ETC.) IN THE STREET TRAVEL LANE WHEEL PAIN, INTERSECTIONS Of STREET TRAVEL LANES, BIKE LANES. SIDEWALKS. AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NONSKID LID PER ADA REQUIREMENTS, 29 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT, 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION- AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHIL. WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USIN ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING 6 NOT 70 SCALE JUTS) STD. PLAN - 267.10 mt PUBLIC WORKS SURFACE WATER STANDARD PLAN ISIjMal1W: �� DEPARTMENT NOTES (2 OF 2) artin PaStuch&/13/2020 w'Wiiti9.96149D -AU NO I111 "mm DATU M CITY OF RENTON Planning/Building/Public Works Dept. 9:48 �S-427�i01 IW-427703 R- 427703 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 07/10/2024 WASTEWATER UTILITY >+ jstowell 07/11 /2024 GASPAIRE SFR OFFSITE IMPROVEMENTS low 2/4/23 NOTES AND DETAIL 39XX NE 6TH STREET III 3 OF 141