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HomeMy WebLinkAboutzW-3845 Setrr W Q J A PORTION OF NE 1/ 4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5F., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION 420 lm� 4 > .I'Dm I 420 42 l L >_ w— C Nr rt 1 M OC) 1�-- Z J Iw rri Ly W . Z t TM 475— ME11 UJ 10 w . NO SURVEY T PO _ REPRESENTED BY 415 4 1 T_ (MATCH EX _GRAD ( S LONGER DASHES), CONTRACTOR TO PAVEMENT OVERLAY OF 4TH PL STI w VERIFY GRADE PRIOR TO CONSTRUCTION OF EX SEWER MH CONNECTION EX GRADE POPOSED EX W Ss,,, VK�„ 41. , -- 4 113— 36" COVER MIN. ~ e 4 a 4 10 41 t i s Q Lqt ,://---EX � �3`4'f ,s s 5 .a 40LF-10:DI WATER MAIN _ t t 50_6" ® 2.01.1 EX MH 0 -IN DIA.) 13 6LF--•-10"DI WATER MAIN #1 405 SS CO l —lN DIA. rn, 411:2 - 405 40 400 TOP 413.23 6„ iE 404.37 (W) 400 40 6- IE 405.38 (E) EX IE 404.37 (E) 5 NE SRC CT SANITARY SEWER SCALE: 1"=21 1 H 1"=5' V STA 0+00 WATER MAIN = STA 1+38.93'o 46.15' R NE 3RD PL CONSTRUCTION C.L. ALH3NA4ENT - WATER MAIN 39 SCALE: 1 "=20 1 201 H, 1 "= 51 V 0+00 0+40 O+SO C Sol cwf) STA=1+38.58', 69.55' L FROM CON T C.L. OF NE 3RD PIL 1-2" NEW DOMESTIC WATER METR.... ':U..CD ...P R.E S•SU..R E........ . BACKFLOW ASSEMBLY IN "HOT—BOX" ENCLOSURE tN moi'••..» -ff y 5 Al I. til/,,,,,.,,,.,,,,,, j6 ,,,,.���:,,,ijii�,,,,,. .,,y y,.,,, $ s ........ � y 5 t ;: `..... ...i i f ... '1 14 .....•..........u. 5 .,,, , .,,. /., .� 4 s i s v G 77 / "„ / / ..,,.,.y .,, /r s ay A , rflml, s A DISTANCE OF 176.15' WITH BEARING S189`06 34.90"E FROM 4'X4' CONC WITH 2" BRASS DISK WITH y.,,...,...�...,...;wr..._,,c0/ MONUMENT IN CASE DOWN 0.5 LOCATED IN NE 3RD AVL = 1+00 STA CONSTRUCTION C.L. Nt ,ARD I! MP i / 5/ ../ i / ML—_ STA=1 +39.37', 7.30' R FROM CONST C.L. OF NE 3RD PL%s REMOVE EXISTING TEE AND VALVE AND REPLACE WITHis ' ., s r SV( J, ,T EN AIN / /,::// ..........I XI,.T�NG WATER ,,,,MAIN-„..TO,.,�E,,,,,.R.,EMOVE[. AFTER NEW MAINNm y.. s i s d IS OPERATIONAL f L / t / ........i...r,iiiiii... /..�.....ii.............i. .ii j � .....,..,,ii...iiiii... ,. .,. ..i i.. `�,,, z K WATER; MAIN COTES ,1 1. OT HOLE ANS AS—QUILT EXISTING WATER MAINg,,I'`RIO, TO ANY CON STR I CTI ON (`EYP 3' PrLAOE"5 . 2. NEW MAIN SHALL BE INSTALLED/OPERATIONAL/ BEFORE ABANDONMENT OF OLD LINE SECTION. N '� �A/ / � y a a f: r ' .. .< �: c o w��////.Oa/ ...... ,,q...00, gra ..... Y 4 N,A fittings: — (1) 1 93' 46.15' R S)"11—,�..�...f......... FE.y,.,1,L........CUT—IN (BY CI Y ,FOR CE ..,,..,.PL- yvam,,.,,,..,,.. 1THRO T 4LOCK y5t 3 —10 GATE VALVE,' (FE,,x MPJ); 2 — 1 DI SLEEVE AND 10 LSF 101 DI 8P OCL .,,,.....,, ..................,.,.., 1— 10 VE R TI C L CROSS F01:,,:::1'-11 iv :. ;,, " S ? WATER CONNECTION DETAIL SHT C10 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 'I 1+20 1+60 2+00 V lm� 4 > .I'Dm I VoO ~O l L >_ w— C Nr rt 1 M OC) 1�-- Z J Iw rri Ly t TM ME11 UJ 10 S �V.Q t.l: PAVEMENT OVERLAY OF 4TH PL STI EET MATCH EX GRADE) WEST OF EX SEWER MH CONNECTION EX GRADE POPOSED EX W Ss,,, VK�„ 41. , H t i s Lqt 5 t t 50_6" ® 2.01.1 EX MH 0 -IN DIA.) #1 SS CO l —lN DIA. rn, 411:2 - TOP 413.23 6„ iE 404.37 (W) 6- IE 405.38 (E) EX IE 404.37 (E) 5 NE SRC CT SANITARY SEWER SCALE: 1"=21 1 H 1"=5' V 2+00 2+40 2+SO 3+20 3+60 415 395 4 + 00 ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com �P of WAsy� N 37862 5/20/15 `/ 0NAL 3 PER COR REVIEW DATED 5/14/15 2 PER COR REVIEW DATED 3 27 15 1 A REVISED PER COS, ABDOUL GAFOUR 8/25/15 COMMENTS/REDLINES NO. REVISION SURVEYED: ESM, LLC DESIGNED: LCD 5/20/15 5/20/15— LCD LCD DRAWN: 3 30 15 3 30 15 LCD CHECKED: LCD BY DATE APPR APPROVED: LCD SCALE: 1 ”-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OE RENTON mfff� Planning/Building/Public Works Dept. J-✓V�✓V 1 I WATER & SEWER PLAN & PROFILE MAPLEWOOD PARK CLUBHOUSE 3815 NE 4TH ST, RENTON, WA RENTON, WASHINGTON MAPLEWOOD PARK LLC CD, W-3@1501 Cb: S-N45oi C4: R38g504 DATE: 1/22/15 FIELDBOOK: PAGE: DRAWING NO: C4 SHEET: OF: 4 10 (Li� I II II II II I/I r ----� c � ri�i > • lm� 4 > .I'Dm I VoO ~O 1 L Q C Nr rt 1 M OC) O rri Ly TM ME11 UJ D 00O `-' 0 �/ �zd 1 1 op �� �� N N O'0 O(0 lm� 4 > tTjV ll� VoO ~O 1 Q O Nr rt 1 M OC) O \_J D' 'n Q M Q° C M Cf] It W J N OF NE 1 4 OE THE NE 1 4 OE SECTION 16 TWP. 23N.R GE 5E. W. M.) CITY OE RENTON KING COUNTY WASHINGTION A PORTIO t.it1[tt Specifications ALL 3rj' TURNS SHALL BE AGCOMf LISHED ____. BY MEANS OFA WYE AND $5° BEND. TWG I 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE � WATER PLAN GENERAL NOTES Standard Plan No.. 300 THAN 45' BEND), EVERY 2ND ` 4" CLEANOUT WYE 'WITH / Sanitary Sewer Notes and Specifications CHANGE IN DIRECTION OR GRADE � 4 ,° 86ZANDPLUG. � _�� 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS ' ) LIMITS OF PIPE ZONE WILL REQUIRE A SURFACE IV (SEE NOTE TE I ;'- _ CLEANOUT WYE. I THESE NATES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS LATEST EDRKX+i AS �, _. __.. E_.__._. _.._. .. ..... ............ .; r _ ._ . -. ______.._._..._-_-.____ _ z `z I _ ( AMENDED BY THE CiTY OF RENTON. A SET OF CRY 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 1. All work and work material shall be in conformance with the standards and specificationsV-0- A:/ AND OR DEVELOPER SHAL_I. BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. / HOUSE ci ) HOUSE 1 Hr�IJSE t� HGl#sE of the City of Renton Planning/Building/Public Works Department and the latest edition [ rz i ( 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL Xv ° of the WSDOT/APWA Standards and Specifications, as approved and modified by the BEDDING MATERIAL FOR ;- �v I i CALL 1-800-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. City of Renton in the Renton Standard Plans & Specifications. A set of approved plans SANITARY SEWER PIPE � !� � � ! % � 0 . D . O F PIPE: - - - - ------- --- - - -- ---- -� shall be kept on site at all times during construction. SEE NOTE - t --�-- 4" SEWER PIPE P ' \ j, ; E -4" SURFACE (TYPICAL) 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND a. SURFACE CLEAN ; ,"' \ N. , CLEANOUT 4" SEWER. PIPE, SEE NOTES 2 "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF RENTON PRIOR TO BRINGING ANY y, /� / s"X 6"xs'� W°'F j �'� WYE 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR 2, The hours of work in the street right of way shall be r Ci specifications On weekdays FOUNDATION EE�i"�i (SEE STD LAN - 407j� % PLUG FACE IJP OTHER THAN SINGLE FAMILY Is o" MATERIALS ON-SRE. 9 y per City Pe y f �i,' LLA CLEANOUT unless otherwise approved in writing by the Planning/Building/Public Works Department, ti �� (TYPICAL) PROPERTY UNE 'NYE WITH PLUG` PROPERTY UNE An approved traffic control plan must be obtained prior to beginning any work within �--� �- --- ._ ' MIN. I 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS S2 PER AWWA C 151 AND C PP P P ,._ 6"), 4" REDUCER 0 public right Of way, z r z (TYPICAL; z 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS � %�I PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WRIT 6 -MIL. BLACK, TUBE -TYPE, BEDDING FOR SANITARY SEWER PIECE MAIN SEWER LINE 3. All locations of existing utilities shown are approximate and it shall be the contractor's POLYETHYLENE PLASTIC PER AWWA 0105 STANDARDS. responsibility to verify the true and correct location so as to avoid damage or N0TUS: 1. Prior to irsta€lation of a sanitary sewer ; or,re t'wn, a s de -sewer S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS disturbance. -"- z f iF THE BUILDING SEWER SERVE a ANY FIXTURE HAVING perp-iit must be purchased from the City of Rerton Public works AND 48 INCHES FOR PiPE DIAMETER, OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MANS SHALL BE 60 INCHES. xd ELciOO LEVEE. RIMS LOCATED BELOW TatE ELEVATION Department, ANY DEVIATIONS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TO CONSTRUCTION, WHERE UTILITY CONFLICT'S OCCUR, n OF THE NEXT UPSTREAM MANHOLE COVER OF THE 4. A pre -construction conference and a 24 hour notice shall be required prior to starting v PUBLIC SEVER :SYSTEM, A BACKFLOW PREVENTION 2. Types of pipe and fittings that can be used sonitzry sewers THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. z DEVICE SUCH As CLEAN CHECK EXTENDABLE" p f PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SOLE OF PIPE USED. ALL TRENCH U �. shall be approved by the Department o utl c Works. P.ubber or new construction.. It shall be the contractor's responsibility to secure all necessary _ BACKWATER VALVE OR APPROVED EQUAL SHALT_ BE NOTES: ' �. INSTALLEt. neoprene gaskets as specified by the manufacturer, shall be BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST permits prior to starting construction. (Inspection will be accomplished by a 1 m used on Joints. r- ` \\-4" FLEXIBLE COUPLING (FERNCC JR EQUAL), METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDO IN UNPAVED representative of the City of Renton.) It shall be the contractors responsibility to notify 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. z Of 3. A rninirnum grade o€ 2% (1/4" per toot' must be mointained AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. the Public Works inspector 24 hours in advance of backfilling all construction. j 1 with 4" e. in the event a 27 rade ronrc� be ma rtaired, the Pe g 2. HADD TAMP UNDER HAUNCHES. _ sURrAt IEEANC?UT �'.p g z V^ ` 4"x "'x4" WYE owner must sign a City of menton grade relea � tc.-m and then - 4" PIP can install 6" pipe at a grade of 'X 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CRY OF 5. Contractor is solely responsible for the means, methods and sequences of construction 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY PIPING RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORQONTALBENDS, FITTINGS OVER PIPE. ONLY. PLAN 4. For inspection of side sewer, .:gal! �� hours r ad.ance. "'�e and for the safety of workers and others on the construction site. HAND TAMP BUILDING DRAIN FOR inspection phone numbers on the s,ce sewer cerrmt. Site AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL X* TS IN ADDITION TO :-QVv ELEVATION HOUSE must be ready for inspecU,)n and representa.,ve on site when CONCRETE BLOCKING. 4. PIPE INSTALLATION SHALL. BE PER SECTION 7-08 OF THE inspector arrives at appointed time. S de sewer Clic stub shall 6. It shall be the responsibility of the contractor to obtain street use and any other related STANDARD SPECIFICATIONS, be tested per City specifications Make the connection at tI;e house. Do not backfill the ditch urt:i appro�oi ,s giver: by the 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, permits prior to any construction. T € 5 p- pp I MAIN 0 PROPERTY UNE 5 0ins actor. Final approval will be grunted 'ter the existing septic 5. PIPE ZONE MATERIAL SHALL BE GRAVEL BACKFILL FOR DRAIN_; PROPERTY _INE FROM THE HOUSE BUILDING DRAIN, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE tank has been pumped nut and .,ied w",n said AS SPECIFIED IN THE AGGREGATES SECTION OF THE=. STANDARD SIDE SEWER BUILDING SEWER z - , ;'i' SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, 7. Plans approved by the City of Renton, Public Works Department shall take precedence SPECIFICATIONS OR. PEA GRAVEL. � � S--0"MIPt. I } U 3 g 5- Install side sewer with 2* m"nimum -_over. 18" cover is allowed CORPORATION STOPS, SLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO ! at the house " outlet. is shallow. CONNECTION SHALL BE MADE BETWEEN THE NEW MAiN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAiN UNTIL over all other plans.. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW �, _ -ti THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. LINE IS MAINTAINED. 6. if side sewer stub is not avadoole. The owner sham be I �t responsible for its installation, per stor:dard drawing 406.1. All 8. A copy of these approved plans must be on the job site whenever construction is in 7, TRENCH WIDTH SHALL BE PER SECTION 2-fJ9.4 OF i HE v� C , z m a> �� X A T work within street right-of-way sho€ be care by a icensed and o rt p z "„ ^� ? T z bonded contractor. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING progress. STANDARD SPECIFICATIONS. z m2.1 x �' 'n o X PRESSURE WITH A MMIIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF S PSN PRESSURE DROP DURING m� �zc r?rn A �' . All work shall be accomplished in occcrdonce with the Washington m r �, o ` r' z ; > 7' n THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, 9, The contractor shall provide the City of Renton with an as -built drawing of the sanitary r 0,;3 r _ x Industrial Safety and Health Act. (wlsHA Z m ; T, ' T �; AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. sewer system which has been stamped and signed by a licensed professional engineer a Z r fl All trench restaretion F�,r side sewers in t e pu�€it right-of-way _ r A p ➢ C, ,EJ T C, ? trench rest ret on Or licensed professional surveyor. T o - Z m' z shall conform to the most current p y m C, reauirernents as in the Penton, Standard Drawings 9. THE CONTRACTOR SHALL NOTIFY THE CiTY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING ��a z z DAYS PRIM TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER 10, Backfill shall be placed equally on both sides of the pipe in layers with a loose average o rn z 1 `3. All building sewer and side sewers shall. nave Deeding i-MAINAND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR x n 6, o accordance with standard drawing 405. depth of 6 inches maximum depth of 8 inches thoroughly tamping each layer to 95 > -a m THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE AND t , "p 10. There shell be a rr,inir ,am 10 too*. horizcntai separation between ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTIOK TO THE EXISTING WATER SYSTEM. THE percent of maximum density. These compacted layers must extend for one pipe � rq sanitary side sewers and water services and n lrimum 5 +oat CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLACKING, AND COMPLETE SURFACE RESTORATION. r horizontal separation between sanitary side sewers and gil other diameter on each side of the pipe or to the side of the trench. Materials to complete thern > Utilities. fill over pipe shall be the same as described. ;ALN_ FOR LOCATIONS BEFORE i0DIG 48HR LOCATORS 1-800-424-5555 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by STD PIAN- 300 0 4 STD. PLAN -- 405 TYPICAL BUILDING SEWER STD• PLAN - 406•2 c"> PIPE BEDDING --- PUBLIC WORKS E T ---------------------- ---- - -- -- . ry- +�C 13 iC �hUE��•;:: WATER P�..API hC'TE� t PUBLIC CORKS ___.____.______ ___.__.____________ _ __ _ * j FROM PROPERTY LIN O + -- -x Lf,I' trfl�,N I I DEPARTMENT FOR SANITARY SEWERS' DEPARTMENT BUILDING CONNECTION I " SEPTEMBER 2012I �I?C,IT 2010 OCTOBER 2012` f Utility Specifications Specifications Water Utility Notes and Specifications PROPERTY LINE ----RECESSED THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. LIFT POCKET a - ----� FUTURE 1. All work material shall be in conformance with the standards and specifications of the 6" BUILDING SEWER /PIPE -I BUILDING SEWER 2'-O" ._.._ _._.. � --� --. Via" -"- 11 N.C. SOCKET HD 2 A. C. .�._...._.,_,____City of Renton Planning/Building/Public Works Department and the latest edition of the 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for - SCREW 1 Y4" LONG __ 1� j WSDOT/APWA Standards and Specifications, as approved and modified by the City of \-TEE�,.• (BRONZE OR s.s.) Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise z - 2% 4" STUD MARKING POST PAINTED Imo� � Renton in the Renton Standard Plans &Specifications, A set of approved plans shall be WITH 6" SIDE OUTLET -' '-6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED �KA approved by the City of Renton Public Works Department. Reference benchmark andSURFACE CLEANOUT WITH ,,, � 8':"`M kept on site at all times during construction. ry CAST IRON RING & COVER IN � HIGH BLACK LETTERS AND #6 WIRE i' �U,x 2" RAISED PADS elevations are noted on the plans.w WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. I .•. 1� - 297.5 OR APPROVED EQUAL, � � � � , ,� -� � � 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on SPECIFY "SEWER" ON LIDOR (" \ I weekdays unless otherwise approved in writing by the Public Works Department at 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the SEE STD. PLAN 4fJ3.1 FOR rte`. f 6" SIDE SEWER AND BUILDING SEWER `� �` 8„ L,ONCRETE satisfaction of the Department for the prevention of on-site erosion after the completion INSTALLATION) _ _ - CLASS 3000 i \- SAND OR (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 of construction. �, EXPANDABLE hours in advance of any work in the right of way. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN � FOAM 14. All pipe and appurtenances shall be laid on a properly prepared foundation in UNITS ARE As FOLLOWS: 12 12 y4„ I 3. All locations of existing utilities shown are approximate and it shall be the contractor's accordance with the standards and specifications of the City of Renton A. VITRIFfED CLAY MAIN - UT IN AES USING SECTION SEWER MAIN WITH 14 �-WATER TIGHT responsibility to verify the true and correct location so as to avoid damage or ��� Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA (FERNCQ OR APPROVED EQUAL)"f�„ j disturbance. For utility locates call 48-hour locators 800-424-5555. Standards and Specifications, as approved and modified by the City of Renton in the B. CONCRETE MAIN -- CECT IN A NEW SECTION OF SEWER MAIN WITH „ Renton Standard Plans & Specifications. This shall include necessary leveling of the A NEW TEE USING FLEXIBLE COUPLINGS -- . - _r 4. An roved Traffic Control Plan is required to be submitted at the Pre -Construction P rY 9 � � - � � �° c1 /s} BEND --�,� PP trench bottom or the top of the foundation material as well as placement and (PERNCO OR APPROVED EQUAL). " g. �•. meetin compaction of required bedding material to uniform grade so that the entire length of c. PVC MAIN - CORE -DRILLED WITH A RQMAc SADDLE (0R APPROVED „ '" ' EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 1 Y4. f4 { the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be ,j�„ �� ti ' 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for pea gravel 6 inches above and below the pipe. D. DUCTILE IRON MAIN - CORE-DRILLED IITH A ROMAC SADDLE (OR 1 r „ � `�� Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise �- �`� � approved by the City of Renton Public Works Department. Reference benchmark and 15. Sanitarysewer pipe shall bepolyvinyl chloride PVC rubber asketed ASTM D 3034, E. MANHOLE CONNECTION - ALL CONNECTIONS 10 MANHOLES SHALL BE I 2" elevations are Hated on the fans. P P (PVC) 9 AT MANUFACTURED KNOCK -OUTS OR THE ----__-__ ----- P SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. STRUCTURE SHALL BE CORE -DRILLED. I� [ 12 y4'{:. E. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 16. In unimproved areas manhole to extend minimum 6 inches and maximum 12 inches r- 60 ALLOWABLE MAX. and C111 or latest revision thickness Class 52. Cement mortar linin and seal coating P J FOR CAST IRON PIPE 14" GJ 9 9 above finished grade or must have minimum 2' diameter concrete ring poured at grade. OR DUCTILE IRON PIPE.,�� ��.� shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical In paved area, cover must slope in all directions to match paving.: MIX'S' /TMST !ROH RING AND r'O�fER joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene �� G�C� - �` Q PIPE MATERIAL AS SPECIFIED wrapped per ANSI/AWWA C105/A21.5-93 Standards. S 384502 CONCRETE P p _J BY THE ENGINEER PPI'- BLOCKING P�c� �.</ 2% MIN SLOPE 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on _ plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in 7 71 HORIZONTAL � �` s SIDE OUTLET TEE accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter -SEWER I and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA 6„ MIN. MAIN SEWER MAIN .� C110 -A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter • ��__ fittings, which have mechanical joints and/or flanged joints, shall be in accordance with OF TEE - TE BLOCKING ANGLE 45�� /a} BEND TYPICAL SIDE SEWER ELEVATION ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and 384509 TE AT MAIN OVER ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical ELEVATION NOTES: joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with 1. 8" AND 6" CLEA.NOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing NOTE: No. 3698 OR EQUAL. CLEAN OLIT SHALL BE A, WATER TIGHT ASSEMBLY. in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER 2. IN UNIMPROVED AREAS, PQI.JR A V-0" THICK, 2'-0" SQUARE THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). 071�1, BTD. PLAN - 409.1 r: PUBLIC WORKS 8 CRR 6 INCH GLEAM -OUT CHECK FOR COMPLIANCE TO CITY STANDARDS STANDARD SIDE SEWER STD• PLAN -- 405.1 DEPARTMENT I FOR SANITARY SEWER MAINS'►PUBLIC WORKS DEPARTMENT INSTALLATION SEPTEMBER 2011 z(SEWER MAIN TO PROPERTY LINE) JANUARY 2015 384502 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LD ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com '�Y' D I FRS' V �I 4�Q' � of wAsy/ly N 37862 �o1sTE�° �ONAL �� 2 ^PER COR REVIEW DATED 5/14/15 � 1 PER COR REVIEW DATED 3/27/15 5/20/15 NO. REVISION SURVEYED: ESM, LLC DESIGNED: LCD LCD 5/20/15 5 20 15 DRAWN:LCD LCD 3/30/15 3 30 15 CHECKED: LCD BY DATE APPR APPROVED: LCD SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. WATER AND SEWER NOTES/DETAILS MAPLEWOOD PARK CLUBHOUSE 3815 NE 4TH ST, RENTON, WA RENTON, WASHINGTON MAPLEWOOD PARK LLC SHEET: O0 10 NIh1I\IN.I A. DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C9 C -- W - 33501 CD: 5-3$8502 Cf): (Z- 394 5o1 U - D cn r1 z71 c� G D C 2 7 CD > CD � O �:;A C ® Q 00 CD O 00 � •P !o 0 D ,53 o Nz m M M 0 cn r c� G D 000 O CD o�� O CD > CD � O �:;A tQ N � r� 00 CD O 00 � •P !o 0 cn It D 000 `-' O �O CD o�� O CD O 00 ° cn D n ° M !o 0 D ,53 o m m Cn F_ W 0 L W Q A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE SE., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION A Utility Specifications PLAN N v;. L Af Valves shall be designed for a minimum water operating pressure of 200 psi. Gate ., Ir, I..-,1,11.. valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. ✓y 1. t TR '.1�'d �' .. r r r' {�.n E , _ { I..,: I 9• Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening againstpressure) conforming to AWWA C-502-85 with a 6 inch mechanical > joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles ;; r 81 ,,f �, a with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle / r. f '—l." ifs , with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside pool / diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 '��- 'EE L)E " encPen 9n operating gnut opened by turning clockwise (left). r —.— — ; M r, teI' % (f. s%, 3t,�" J { . — VEP ,, �; rx 10, The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall a NI i H P Ya. I I.:.v,po�,c,F be fitted with suitable neoprene gaskets for positive water tightness under test „;pressures. _. .'; W I._.JrP ,_....._ I ? E YA a ll. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 .. ........E 1 } , IJE, i�JJ` PY/ 2"TiV Y{ .t 'rA, f_/, fr 0F" ` •! inch Storz. Storz adapter shall be forged and/or extruded 6661-T6 aluminum alloy, A r hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 ,.X�, I{d<. 'Ojp�ra . __I rr. degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. _- - ViATER -P-IN NUT 13. Pumper connection to face roadway assembly. rr� ff�� t- p Y f � .3 ;._ n ! j'•,. ' L f'� � P.,i � i`; �, , f t' ^- I -- L V74; rJL I I0"N' JL; r 14 I ; E. L 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision 4 15,ntain a minimum cover of 36 inches below r { All watermains 10 inches and smaller to mai l `Dfinish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches l� S fzGT �, a�-'fkiIJ L C ow anis grade. Where utility conflicts occur, watermains are to be lowered to clear. sfi�} �'t�cT�,3 !ill bel finish g d , { J � �' i r r . , _......_ _ _. i 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS” prior to disinfection The "Poly pigs" shall be Girard Industries Aqua Swab -AS o n E o m w� rome er ure ane ru r coa h. E _, al, 2 ib e s a t A du t t t g �:r,Jr ,,:.. B •_, .�:=1_ _ - ---' - d tY f h 90 .._ AF; t F ,, . ,f „ �iv:l: 7 i ,,. _1i0iq, "PIG" l Y V11't on the rear of PIG only. _. ,. - , ,,..� 1 l approve equ cu n ' :" h .y' - . ;C ( VAIN ,`'��, --JAL tip_.' s)11'! , Sid_t., �'V F�• F,. � - - 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will . aperform the cleaning operation. --- --� 18, All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and lEP,r,,_:r-::' {_IBJ the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton ` STD. PLAN — 300.5 LAN — 30.1 -DL;3_ C �� < , t_ VALVE B OPERATING STD P 3 :;©NNECTiON TO WATER MAIN CUT �.J s BOX, MARKER & _ ,., �._� ; , IN-LINE TEE &ONE VALVE �.. __� ._......... .......� ,'" NUT EXTENSION tI .., r ar; x Utility Specifications Standard Plans & Specifications 7-11,3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in �the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- k >a 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. �42— . ., 20. A pre -construction conference is required prior to any construction. A minimum of five :.a.., (5} working days notice is required for scheduling. �{-I'- , � , r��crI I �Y 21. Twenty-four (24) hours notice will be required prior to starting new construction. Al _.._. _ 22, contractors responsibility to secure all necessary permits prior to starting :�,, � r shall be the s , It J -�.,� r � � � � _. � X construction. , J e .. _ J F � 23, Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees ....... ........... ... ................................... ............ . i R r A I t __.r� f E F cs._._ � I , :[• HPI _ )N f � L AND IJr V4NV R,` � R TI � •L e have been made to the City of Renton. _.................. _....... ---.....................................................------..__...._. .............. _.. _...... . FIRM, �',P.i' CJrlf , CCW ,<. 'f FPI & CRAB f.. ✓ -------- ----- 24. connection to existing mains is to be accomplished by the City of Renton, except wet [ :s' ? fdi3 11 1 ,r.> j .1C �. REND 4` 83END „r. /' e C' . f i� f -� .- � T� „ K i I, �.� ..;:..� _.,; .._� � , . , , ,1 ; .,... {, � s PLO(, ,.. 1.-2 taps, which may be made by approved wet tap contractors with prior approval from the -- -- BEN 3f:` -.!s tiFNC � AP INC TEL /uxl 1, i r `" A ' :.. 2 , -,, n materials re to be supplied b 4.2 I P�,J I<<a :{: '.,h, r �:- Public Works Department. All necessary excavation and mate a a ....................._............... PP Y ....... .. ....3,,. .............. .._ ..., s r 8. 6. ti 1 , 4 { ' } a. - { the contractor and be on-site prior to Ci notifications. n z { r._ .,.. 11£ F2 , F. a _ < G. v 4. C ; 14. C �5. 5 { T I h 1 M r .,' P ( t 1.. -. , r. til` 1' D G' 3 ;r PSI ''I.,ST PP UIR t' i"t'' !Il^ ,P'r:R � vYA PMAfN LESS PIAF Ii" .�• .;;" MJN, ","'VIER FGR', ���.,�,>��,r: 1 ON C,R�' � r. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be 'M,AX, i DI ;T 0,F B' (i, X F 1 0,', , >[ P TR�r, the contractor's responsibility to notify Development Services twenty four (24) hours in tkli, HEIGHT OF rH .v =LOo._ I construction. The contractor, as well as the engineers, shall .. _. advance of backfilling al r keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity ' acceptance prior to final tie-in. J L '_'(_,NNEC D /I 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured Y ._..,.. f_.._.____.... ,, ,, the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 3 ' =C ` J -- —'-- 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) J; _ 'A; _ l,NA I _ �E inches. tail mat streets may be spade cut. All surface concrete, pavement, sidewalks, 1 ! curb utters, and driveway approaches shall be sawcut to a minimum depth of two 2 �- inches or removed to an existing expansion joint. AFTER ALL D F11'- fr`i _ k r� 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with ANT) f r r I V [; K f r AND , , _ a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. Il AND — t; F,I_ t,'rJ G FOP r,IF,: HA,,N, L'LrAM T ? AND R S,&i : IFS NO 1E, r` 'rMADEr 30, t, A BI ,,, IRON For City projects such as telemetry conduit, the PVC pipe used shall be A chemical �. N L 13-ia.:G;<,,,., W6,_� BE ' .,, r_ {3 Ls,: t, ,r, JL ,_[3 v.,N E ".,kUlJrvr1 rt r , E L .' , iHAL f t J ,AL ,E �IiA _ BE r-: S3J_f 0Fr ;P f process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and iii POUROD 1. -',;,. �- Ii_ ^FL.. f{ �., P I .E T ,,:`_; .F. t�:l _ILr {'':> t. Ew:�; rl`i "� �. L ...�. s _ __,`. _L F _ RO T EiU Y.� L E _ `3f'r K :_EC l.: N nC - 1i, _FES I pi' I [ 9 ! II • NATEk J P i r >�, ,L1 0(.'(A,k AF �:�,4_t: E s,.> r.r� : rdC�tl_; E_ t,F;.�P .�>,s �,I �r��-r_ ��fxsi z r schedule 80 PVC pipe under improved areas. :Pht�L �t: J,� PL.. ..R TIiAi. Tt L _XiI.t, Ui,4,v. 3. P 01 '1CY T; P ON `C?._.;" C''EME J _'r•<E 5TEEL I_i;N 4.;u T iA t FRT fir' �)'a ,"JWF:(TIOR '1 A ' N ` i'itiC;. r.; �z �,,.. ;i'ti: %I PE.tF.. :;.I AJP•a:, 'I.€: `�:� at,_ F .'I?iiy .� C r,; =_p b. _NT -SDP SI4ALf ,,'T, _,. F lh.il VERIFY ?, F �)t :l� L �P iI.�T r3L YI _ 1a ,l a Ai_ G'1V-N E Tip€ L1`d" :f r D' Ire :1 RT _� I FI9 d ''E 3L.(, r f:} r I !`;T , OVER, 0R EN GSE Rt_L LEND -0!N T f :L -c ?K t L ,Nt ` ¢ _ f f LAEJf.EtE1 CES`. ':) r"_T' Lr,P, S S4if.__ E� s f';'J?U[ D. 1;F A.T JF- .:}W: `H O" Itz;iJTA;. ,.^J.; fT Tlr:s- { f -i PA..d, S T i.il. .;r.. ..;�F: t' '�at,l L , �.' w. M THE 'a.` .,�. J,dL' T,CJha r, 'HE. APPN i,4d 6: AITH r),I, `L,E d.. AM) C Jl.. ' _ CONCRETE BLOCKING FOR STD. PLAN -- 330.2-i CONNECTION T© WATER MAIN WITH � PLAN 300.1 w�{" .......... ,� y-;;.„ '-� � 3fig � -� 'S .. . ....................... + + ,.; �:"r HORIZONTAL AND DOWNWARD + + ,, V..:.�:r � TAPPING TEE &VALVE rJ` VERTICAL BENDS 'Yp;n ?C Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) L D ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com R-384510 I CHECK FOR COMPLIANCE TO CITY STANDARDS I P F WAS W-384503 SURVEYED:ESM LLC SCALE: �o ti, HORZONTAL:NAD D1983/1991 WATER NOTES/DETAILS %kp DESIGNED: AS SHOWN i CITY OF L LCD MAPLEWOOD PARK CLUBHOUSE DRAWN: RENTON 2 PER COR REVIEW DATED 5/14/15 LCD 5/20/15 5 20 15 LCD 3815 NE 4TH ST, RENTON, WA A � ONE INCH DATUM o,<• � � o \�� 1 PER COR REVIEW DATED 3/27/15 LCD 3/30/15 3 30 15 CHECKED: Planning/Building/Public Works Dept. RENTON, WASHINGTON G �^_ AT FULL SCALE /0`��v 5/20/15 IF NOT ONE INCH NALNO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MAPLEWOOD PARK LLC bl. 3a is 10 DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C10 SHEET: OF: 10 10 N > M l CnO `—' O m en O T^ \ 1 � r CD 1 bd 00 O C Cn D 0 > tit l CnO `—' O o O T^ \ 1 � r CD 1 bd 00 O C Cn 0 1 �T O rr En