Loading...
HomeMy WebLinkAboutzS-3839 SetF_ F_ F- F_ 1 �U) V ) 1 IL I.AA.L. n F—d10 A W ZDW J a 0 z z w Y Us c .3 v c O c rn c w c C w LO a V) c s c a� w V) ° a' _c 0000 0 a .n c a� N 0 Ix rn N I M O 0 0 I U a� .a a N m 9 ; k 27' RIGHT OF —� WAY DEDICATION 1' TO 6' HIGH RETAINING WALL EX. SSMH, STA 5+00.60, 0' R ' 'S i 4+80 t } R STA 2+80.42, 2.38'0----. - (1) 8" 450 (M7xMJ) W/ THRUST BLOCKING 131 A,,34- !rH S7 , #334 ?f-.1179 �. . CAP EX SERVICES. RE -CONNECT EX WATER METER FOR 1320 TO NEW 8" MAIN (BY CITY FORCES) 1308 N34 7H S7' TECT EXISTING WATER S CE LINE DURING CONS7UCTIOI,I, OF ALL ROADWAY .&-UTTtITIES y:. CITY OF RENTON L_zzzz i .5H4.R 1'01, E, E fi"'3�d$�i � 6-a"t { 140.1 N -i• �..._- -- #J342,10--3341 DATE: 8" WATER MAIN STA 1+98.99, 17.42'f L ':. P TECT EXISTING WATER S CE LINE DURING CONS7UCTIOI,I, OF ALL ROADWAY .&-UTTtITIES y:. ZEN CITY OF RENTON L_zzzz 7 f CONNECT TO EXISTING STA 1+98.99, 3.50'R _(1) GRADE' -i• �..._- -- APPROVED BY: DATE: 8" WATER MAIN STA 1+98.99, 17.42'f L ':. P . . 8" 900 (MJ) W/ THRUST BLOCKING v CUT IN (1) 8x8 x8 TEE (MJxFL) `s .N tl / 21 LFf, 8" DIP a (1) 8" GATE VALVE (FLxMJ) € 63 LF, 6" SS PVC@ S=2.00% CL -52 17 -LF, PSG 200 SSCO #3 W/ THRUST BLOCKING € i s (2) 8" SLEEVES (MJxMJ) 1 32 ! i L Ssc LA7 IE 1! :Ex=SS/4H, CONNECT PROPOSED SEWER MAIN TO EX SSMH RIM 107.21 BY CORE DRILL & KOR-N-SEAL BOOT Off IF 191, 00 (IN: `E. RE -CHANNEL MANHOLE. CONTRACTOR TO FIELD IF 191 0+ (NMN, VERIFY EXACT LOCATION OF NEW INVERT. PER RENTON STANDARD ! I CONTACT THE ENGINEER IF THERE ARE ANY a %. O�„ WATER 8IE 200.55 (OUT- W) N O r} PLAN 300.2 (SHEET C-8) also MAS>,P 190 o C)o o @ SEWER ALIGNMENT N i wG N N N @ SEWER ALIGNMENT 185 0 p O O a> C i1 ��r-4 k 6 "�`tom.. • r Ln 0 Q 1. . �/ o'w I tU.`I ( ' q , ` w H AN 70 - 88058'59"W 664.27' LU l ; NORTH 36TH STREET ti (FOREST A VENUE) w t` r N d.� �, 0 E ; , LnZwQ �C LU woWo.�o`' ` E O (L N to i 15In C) C) L6 --N-- S 88042'15" E 322.27' --- - - - -��--------------------------- -_ n _ , � - - � _ a�� �_-- —;w.. NORTH 34TH STREET (50' PUBLIC ROW) w ZEN #01,34-21119-3142 5'x48' INFILTRATION TRENCH FOR FUTURE ROOFTOP (TYP) 7,HE' V(' A[T NAS.- 142.E N _?6TH S I" #334210-314-3 L 4" END CAP STA. 6+88.57, R 9.99' wl 2" TAP x 2" BLOW -OFF ASSEMBLY / PER RENTON STANDARD PLAN 340.1 f PROPOSED FIRE HYDRANT ASSEMBLY (MAIN EXTENSION TO REDUCE TO 4" UPSTREAM) ACCESS O( UTI LI T Y PROPOSED 8" (NATER EASEMENT MAIN EXTENSION PROPOSED CITY OF RENTON L_zzzz 7 f #01,34-21119-3142 5'x48' INFILTRATION TRENCH FOR FUTURE ROOFTOP (TYP) 7,HE' V(' A[T NAS.- 142.E N _?6TH S I" #334210-314-3 L 4" END CAP STA. 6+88.57, R 9.99' wl 2" TAP x 2" BLOW -OFF ASSEMBLY / PER RENTON STANDARD PLAN 340.1 f PROPOSED FIRE HYDRANT ASSEMBLY (MAIN EXTENSION TO REDUCE TO 4" UPSTREAM) ACCESS O( UTI LI T Y PROPOSED 8" (NATER EASEMENT MAIN EXTENSION PROPOSED CITY OF RENTON GRADE _- EXISTING ; DATE: GRADE' -i• �..._- -- APPROVED BY: DATE: ov, v .N tl / ' a D 63 LF, 6" SS PVC@ S=2.00% 0/0 17 -LF, PSG 200 SSCO #3 � 1 32 ! i STA. 6+99.11, L 6.5' Ssc LA7 IE 1! :Ex=SS/4H, CONNECT PROPOSED SEWER MAIN TO EX SSMH RIM 107.21 BY CORE DRILL & KOR-N-SEAL BOOT Off IF 191, 00 (IN: `E. RE -CHANNEL MANHOLE. CONTRACTOR TO FIELD IF 191 0+ (NMN, VERIFY EXACT LOCATION OF NEW INVERT. EX, 0" 1E 190,9± (OU -) CONTACT THE ENGINEER IF THERE ARE ANY DISCREPANCIES. 8IE 200.55 (OUT- W) N O r} 00 also 190 o C)o o @ SEWER ALIGNMENT N i N � N N N 341.E ,ML,'A-00 3� ,4 VL'A' #334210-313 "s 20 10 0 20 40 SCALE: 1" = 20' Know what's below, 0811 before you dig. BASIS OF BEARINGS RECORD OF SURVEY 20010607900002. THE MONUMENTED CENTERLINE OF PARKA VENUE FROM NORTH 34TH STREET TO NORTH 36TH STREET IS NORTH 01052'40" EAST, VERTICAL DATUM NAVD88, RENTON BENCHMARK RENT526: STEEL NAIL SET 2.0' EAST OF THE CENTER OF THE INTERSECTION OF N 33RD PL AND PARK AVE N. ELEVATION = 182.075. WATER DETAIL SCALE: 1"=10' iq S = 383901 5+00 6+00 7+00 SEWER PROFILE SCALE: HORIZ 1 "=20' VERT 1 "=5' SURVEYED: SCALE: BEYLER CONSULT. VERTICALNAVD 19W CITY OF DESIGNED: 1 s $ =20' HORIZONTAL: NAD 1983/1991 DRAWN: BML RENTON JAP ONE INCH DATU M CHECKED:AT FULL SCALE Planning/Building/Public Works Dept. BML IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LCB 7+25 383901 ,j R 383907 ...... ..... CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 7602 Bridgeport Way W beylerconsulting.com Lakewood, WA 98499 CITY OF RENTON 210 DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: ov, v m ' a D 63 LF, 6" SS PVC@ S=2.00% _ 200 SSCO #3 STA. 6+99.11, L 6.5' TOP 209.0 6" IE 201.91 (OUT- W) (LATERAL 3) SSMH #1, - '---------------------_--------__._ _ _ RIM 077 _ _ __ 195 6' IE 200.65 (IN -E) 8IE 200.55 (OUT- W) 6"'IE200.65 (IN-N);(LATERAL #2) 190 EXISTING GRAD' @ SEWER ALIGNMENT PROPOSED GRADE @ SEWER ALIGNMENT 185 0 p O O a> C 06 ��r-4 5+00 6+00 7+00 SEWER PROFILE SCALE: HORIZ 1 "=20' VERT 1 "=5' SURVEYED: SCALE: BEYLER CONSULT. VERTICALNAVD 19W CITY OF DESIGNED: 1 s $ =20' HORIZONTAL: NAD 1983/1991 DRAWN: BML RENTON JAP ONE INCH DATU M CHECKED:AT FULL SCALE Planning/Building/Public Works Dept. BML IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LCB 7+25 383901 ,j R 383907 ...... ..... CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 7602 Bridgeport Way W beylerconsulting.com Lakewood, WA 98499 DATE: KENNYDALE VUE POINT SHORT PLAT 01/27/201 CONSTRUCTION PLANS FIELDWOK: NA PAGE: NA LUA14-000859 & U14-005633 DRAWING NO: UTILITY PLAN C7 SHEET: OF:13 -NNNNAA 0/ A y x� ay � CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: DATE: KENNYDALE VUE POINT SHORT PLAT 01/27/201 CONSTRUCTION PLANS FIELDWOK: NA PAGE: NA LUA14-000859 & U14-005633 DRAWING NO: UTILITY PLAN C7 SHEET: OF:13 -NNNNAA 0/ A y x� ay � i D o w O �. x O Cil ' ov, v D v m ' a D .T Z U n W r� W Z) W J Q Z Z W y c .3 0 c c c w v► c ^W W C c w to a cn c 0 c a� w as a' s ago _o c N 0 01 N I i 0 0 0 I i v .o a a Z 7' 1 4ANHOLE FRAME AND COVER SEE_ SM. PLAN ADJUSTMENT R(I4 (2k' MfK." SEE DOTE E MORTAR M- N T(S) (3/6- MIN,) SILK NOTE E DQE ( ENTR:I ) RUBBER GA M.- 0 -JD TS EN ACCORDANCE 'IMTH AST( 0-443 STEPS - POLYPROPYLENE STEPS 611:AU K INtL.UO CONCRETE; RISER Sv PIPE INC44 IR APPRD EC SAL LADDER F L PROLENE: MALL Ili ATTACHED TO MANHOLE MAX, PIPE SIZE — 'E. CONCRETE SHELF PRECAST EASE: SEC CION OR CAST IN Et 1wF;. T_ s„ NOT TO SCALE 77 MI'`I I ICI ° 111 i 24 ( 44, 21 150 # M MI€�Is ; MiN= 4 Iii is X4 Lw. ` ' MIDI{ M€ 1� U27EIL, POLYPROPYLENE SAFETY STS. , STEPS ARE TO BE €N P-,,,,-A--CE BEFORE MA�NKOLIE SEC CONS ARE IISTALLED1 STEPS TO BE PPL � 1. , CASTING 314ALL SE PER S'TD: PLAN 401, 4, MAM40LE SECTIONS TO, BE OFREINFORCED PF ECAST CONCRE M, Sr ALL 41INTS BETWEEN THE CONE MISER IIS SAICKS ANO CASTIN-a $HALL BE GROUTC,. C AD4.4TWENT OF THE CAS71NO TO GRADE SHALL BE ACCONIPLISHED LITH A COMBINA10N OF ADW87MENT RINGS, BRIOKS AND MORTAR M" OWCICS SHALL. BE STAVARED TO CREAJE A RUNNING BOND ORI 1/2 RCND, ME UK 7, SANITARY SEWER MANHOLES: SHALL HAVE ALL -fNTMOR S fA INCLUDING GHANNEUN:G,: OA.''ED (SEALEVe << ITF A HIGH SOLIDS URETHANE CCATINQ, 'I+ AMR MCC-ARMHIELD I AMROkM EQUAL- DOLOR OF COATING SHALL. SE MITE a, Rumil FI. 9ETF, JOINTS SHALL BE I14 CCNFWMAAICE WITK ASTM 0-441. 04 ANNEL KE*i,* T S."A.LLL BE A WI -. Ito.UM Of 1/4 OF 7HE INWE DIA 477 OF THE L 4R EST PIPE 10. CONNECTIONS TO I,~1A(kMOLE SHALL. BE NiADE USNO QFX ADAP3CRp Ids -N -SEAL SOOTS OR t ROVED E UAL, 11, IN JNIMPROVEMN AREAS, MANACLES SI-lIA - EXTEND A WiNIMUNI OF S' AND A MAXIMUM CF 1! ' ABOVE FIWISHED GRADE_ OR MUST HAVE, A: MINIMUM 2' DIAMr—ER CONCRETE PlINGS., POUR M. AT SRADF- IN PL D` AREAS, DEAR MUST SiLWE Al ASL. DIRECTIONS TO V.ATC H PAViN& M. iii —Aftl PARW i STANDARD " ITAitY LIANNOLS m"19m"19mm. toil N �h z� <y- LttQi ,{ Ts 1 Gi ,lY�.'•'Jvr» r; r''.arxr K µ�'. ii41� "h`t �4i:v.lrltiU h'aT r»r+ t <:_�: ++�. �9.k •��t+'„�'F�.. :�..15,'.. '""'n�Wcii(v.�r�..� �. "^r' 3: 4PHA.LT 10 2c r Cad Wl MORve 4 t. ` r A T EN I Ai> ." ti kc*.') OR Sri0 3 AND 3.FRO-V14014 : IR PAtItE1 Air E 'A"IP . F A. DA Aim l� SHE F A4fiI6T Rt t 04 I: i. Al TOINIK OAMITO OFTA MWAAM PLUS MU s* b MALA �L U W.W016 T'{, j A J$� �9{'[ UST€11(f€4 F*A#M TO I A [ W �} � � ��' y(�� r3Oy� '/q'Gy��y GFfW61l?A I ..:I ✓r YiLX Vila WY%'Y •'f 1 . R Ak 4.:. !% OM W�-�'a O �J �' Rb ,FOAMB .. •: TO •. 0d ' y�1',f(� 01.1n 0L** A: b 'AT` a AMiU� : I �►� I�ti� A l�ii'r'- ., , . �.�I� �f3►1IA1:�� 115 ;�T I4,°C';I:AL IIT` A; II�€U � �`1�� T� �1(TE A�RI�I INI� D� � • '�i� R: 4. lagmylft . P 400.4 ..::::..... . TYPICAL UTILITY COVE Cyt • R3 IC WORK' y�y� ,�`y �/p j' Yj1 '•r 'r ADJ 1, MMU R 7C 0,R LE�,PARTe EN P E EH*r Oft OIVV.I1L"Y i RID: THOLES 3 P'LI $ EDUALLY PACED IBV APART DFS 23 1/16" 451 m-) Blik 31Z SEE: RETA3L3 COVER FRAME PLAN VIEW D1 06 163.5"1 3/4' 1 4 119MM3 mmommW 1.1 L ------------------ �L 3/4*L -e 1 ° C E ] N64mvmmw TYP COVED SECTION VIEW %13pw 1 1.4° D1A 1614 1 1/116, NEf��I� BAST E� 23 / '$ DIA LE N . tit i 13( a:94�*1 ET` 5/15 DJA_ 1-694mkl 34 I/Wl DTA COVER BOTTOM VIEW BLT SCIC. 4ALLIN HEAD) is RUNIER `WMHER EON BOLTING FAIL CIS �E� 6-�l�ld t GASKET ET GROO E DETAIL, FRAME SECTION VIE 1, ALL COVERS SHALL SE LOCKIING U0 PER EST JORDAN: IRON SKS INCL N*v 3717CI OR EQUAL_ 21. USE PRATE AND COVER FOR STORM (SPECiFy "DRAIN" ON COR), SANITARY (SPECIFY "'SEWR"), NATER (SPECIFY a XM — 4ft. P' �T MANHOL M FSE #AD 00vff . DECEUM 2005 �.................. i .........� 14, 14* CASI . r 'i, UFT POCKET fit' 11 N;.C� SOCKET HD SCREW 1 " LONG ?aR0?4zE ON is.) : 2" RAISED PADS. CONC VE <LASS 3i�'� 4s.- (l./8) SET Alp 4 48` (1/9) BEND SAND CR E :PAI DABLE. TOA £,VATER TINT PLUG FIPDE MATERIAL AS SPECIFIED BY THE: ENGINEER: 1a 8" 0b E" GLEANOUTS ON WkER M4145 SKA.LL. BE EAST &&DAN I"' WORK& INC, Nl;S OR .IAL. Cj�rEAN OUT SIS:ALL K A WALTER TINT ASSEUSLYL 1 IN 'ONIMPROWD AREAS, DOUR A 1'-W 7HICK, 2'-0` SDIUARE CCKCRETE,. CLASS=, PAD A MNIDA THE 'RIP40 AND COMER, PUB -Tic T0RXs IN OR 8 1N4ftN' OL"N430 T 9M PIM 4 `I. DLP' T PON SA.iwlITAMY SKWKR MAINS - kl (SEE MOTE 7 LIMITS OF PIPE ZONE 9� pjis a EECCIN zAAMRIAL FOR SANITARY SEWER PIPE ' a;� kC), 0I` PIP (SEE : COTE: 1) FOUNDATION LE. EL �G. rr � Y aay +` • S BEDDING FCPR SANITARY SEvVER FTE 6. 1, FPROIADE 'UNIFORM SUPPORT UNDER BA".ELM .. � AND TAMP FUNDER HAUNCHES. 3, CVAPAC-17 EEDDINa MATERIAL TO 0,x;4: AX. DENSITY' EXCEPT D IRE�T_Y C.'VER PIPE, HAND TARP ONLY, 4� FIFE INST.ALLAI- ON SHALL BE PER SEC"1 N 7-06 OF THE STANDARD CIFG A►''I NSa h FIFE ZONE: MAT•ERIk- SHALL EE "GRAVEL. BACKMLL F:OR DRAINS`•, AS SPECIFIED IN TIDE AGGREGATES SECTION 'CF THE STANDARD 'E D "ICATIONS OR PEA GRAVEL. I5, PIPE MUST BE ANCHORED IN SLCH A MANNER AS TS ENSURE FLVW ,,€ d IS 40I'TAII ecE 1. TRENC�€ .MDTH SHAI L BE PER SECTION 2--01715.4 OF THE STANDARD..Eur A'I'L ISa r PIPE mismials � DFMARTMENT POK SA1 IllrA:ILY *SWUM OCTOBER 0012 sSII' OUTLET TEE r S" MIN. SEER SEAR MAI CtA ETF I L�i I& . E1 F`t `i..Tl ''it@l .CE TIEE &I W& .4 ELLVABON UNLESS OTHEFiMSE SHOV0I ON PLAN, SIDE SEWER SHALL HAVE A, MINIMUM 2,5' COVER AT PROPERTY LIRE 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, 3w4, ST`AP19 1 D SIM SMVMK a' PT,pmc WOR.18 INSTALLATION tWARTUM rye-- MAIN TO I ROPOIL'I� LIM) SANZTA R Y SEWER NOTES AND SPECZFZCA TIONS PROPERTY LINE 7. R 4 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE , DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. IURE, r' NUMD- O $EW: PIPE BUILDING wm_R 3711 RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND 0* STUC iomx : P FAmm TEE MTN a'' TIDE OUTLET ' ES. S �S� �E milir WITH ww FAD llw` ll MI�l}ILIE�3 9. ` SMAGE DLEA #OUT TH IN r Ir€mw Il g I�'1`1 LS *kb Yiffn Iv. T IRM RINS b doR SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OFAN r. tA. DA IRON Wollws �"PGD AFOLM 714 &TLC ANr AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, FTs 60 Appimm Eaux. EXWNDEDTO TIc TOP CF THE STUD SPECIFY "SEWEr dq i�e1�Sq A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 4a WE a PIAN 4al 1 P S'dR ' SM Son TIMES DURING CONSTRUCTION. AC TAM Foca .II sfbit srov C04*c'mckis TO MAIN 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIQ AIS: AS FOLLOW, BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE ' Rlpli ,Y MAN - COT IN, A Nck o -110N OF a.' MAIN f'H+ A ',;t� TEE USING K €fift APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC ( .,PSD mAcj MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH S, O-ZN>mrlr WAIN — CUT IN A NEW INION OfIII R MAIM ��TH A NEW I�Ip�I� .0FLE)OKE. PLIN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN �pIEE AF I~:CD OR APPRyyE AL). COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON a. PVC MAIN — C—I3W_LLED IMTH A. R AC SA DLE (M APPROVED EQUAL) DR OUT IN A MEW TIM U111ING RIGID COUPLING& 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE LSF DJCTILE: ION MAill —• WRE—DAILLIM ATH A ROMAC SADDLE (CA, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE AploltcAmI� E Ia AWH €NECTION — ALL CONN MONS TC UAW LES SHAG K RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION AT MAKUFA TUI 04OCK—OUTS ON T4E OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON S7RUCTURE 94ALL K CORE—DIS LLEM 60" ALLOWABLE MAX.. FOR AST IRON RIPE 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE R DUCTILE IRON PIPE, CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS ¢ 1:1:5 milt CMCRETE OTHERWISE APPROVED BY BLOCKING 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. s AltL.UPS (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE HORIZONTAL sSII' OUTLET TEE r S" MIN. SEER SEAR MAI CtA ETF I L�i I& . E1 F`t `i..Tl ''it@l .CE TIEE &I W& .4 ELLVABON UNLESS OTHEFiMSE SHOV0I ON PLAN, SIDE SEWER SHALL HAVE A, MINIMUM 2,5' COVER AT PROPERTY LIRE 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, 3w4, ST`AP19 1 D SIM SMVMK a' PT,pmc WOR.18 INSTALLATION tWARTUM rye-- MAIN TO I ROPOIL'I� LIM) SANZTA R Y SEWER NOTES AND SPECZFZCA TIONS SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE , DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND � WHENEVER CONSTRUCTION IS IN PROGRESS. THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OFAN m AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL D PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL TIMES DURING CONSTRUCTION. SURVEYOR. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON PUBLIC RIGHT OF WAY. EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S SAME AS DESCRIBED. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON SO AS TO AVOID DAMAGE OR DISTURBANCE. EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. OTHERWISE APPROVED BY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. AND ELEVATIONS ARE NOTED ON THE PLANS. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE OTHERWISE STABILIZED TO THE SATISFACTION OF THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER SITE. THE COMPLETION OF CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR PREPARED FOUNDATION IN ACCORDANCE WITH THE TO ANY CONSTRUCTION. STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON SURVEYED: SCALE: BEYLER CONSULT. 1 „=20' DESIGNED: BML DRAWN: JAP ONE INCH CHECKED: AT FULL SCALE BML IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: saLF ACCORDINGLY LCB VERTICAL NAW 1988 HORIZONTA: NAD 1983/1991 DATU M BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 7602 Bridgeport Way W b I It' L k d WA 98499 ey erconsu Ing.com a ewoo , CITY OF KENNYDALE VUE POINT SHORT PLAT CONSTRUCTION PLANS WL RENTON LUA14-000859 & U14-005633 Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS 8M P — 4fti JANUARY 201 ' PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5-383902 R-381308 CITY OF RENTON DATE: DATE: DATE: DATE: DATE: 01/27/201 RELD800K: NA PAGE: NA DRAWING NO: C8 SHEET: 8 OF: 13 b rD O > , r 1 o m x O z m O I � w I INC { I m ~d r 1 V w Cr7 J Oc N O om s i � of i 1 I m I i n 1 7>l n O o m A � D H 7 � n C 0