Loading...
HomeMy WebLinkAbout04139M Plan SetNW 1/4. NW MERLIN LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BEL OW /S S/TUA TED /N THE COUNTY OF KING, STA TE OF WASHINGTON, AND /S DESCRIBED AS FOLLOWS.• THA T PORT/ON OF THE BEL OW -DESCRIBED PARCEL 'A " DESCR/BED AS FOLL OWS.- BEG/NN/NG A T A PO/NT OPPOSITE H/GHWA Y ENG/NEER S STA TION (HEREINAFTER REFERRED TO AS HES) 369* 17*/- ON THE SR 405 LINE SURVEY OF SR 405, SR 515 V/C. TO S. 6TH ST. VIC. AND 512.01 FEET EASTER[ Y THEREFROM, SA ID PO/NT BE/NG ON THE EASTER[ Y BOUNDARY OF SAID PARCEL 'A ; FOUND NORTH QUARTER CORNER 1 \o CITY OF RENTON CONTROL POINT NO. 415 1 1/2" BRASS DISK IN 4" CONCRETE MONUMENT DOWN 0.7' IN CASE IN 3294-100005 � MONUMENT 3294100001'0 47' PROPOSED ROW NW 1/4. NW 1/4, SEC.20, TWP.23 N, RCE. 5 E., W. M. 240-' 3294100015 3294100010 32134100021 329400020 329400031 329400030 32900'632 0001 2001 gro / � I \ E3 EBI / SS ® ® � EB � w t — -SS/ — Zt� I _ 300 _ N0125 52 w 4t _ W 5th SSW _ I I TA/N/NG W I� E ARA1/E/VUESOUTi�il T- X00 _ _ SS 7t uj ----------- �\ ------ – X00' -- $O -----60�-N01'25 2 /65' X05' 21 \ \ 10 STORM ORA/N 1230 \ \ EA5EMENT1(TYP, \\\ \ I I I I I I I I A 735219 \\ w I �1 T \\ � �' I ( I I �r^�-� �� 12' TERMINABLE INGRESS, L=32.23 �� _ I , �/EGRESS EASEMENT 2 I = 3 I I �� REC. NO 20110802000538 I 8041 ro 0000 I Z \ \ I — — — c✓ O �o I O 8'� I ; / / \ Ji 1 — � �%N \\ 1 I I I I I I -- I I I I x,013± S.F. I I x,13813*- S. a=780715" I I I i/ – 111 111 I :v cLJ vm "T \\ \ \ 1 I I I I I I I I I I I I I =65.451� �.� \ --- ---- L----- ---� L- -- JSTREAM P -- �---- -I I I - / CLASS3 \ I I III goo �'\ \�\ II \ BSBL ITY� I I� I� \ \ I - \ _ — I / EXISTING RIGHT I I �o\\� \\ 48' X00' — —�00' X00' �5— _ �5'_ _ 230-9 J I I I I I I OF WAY\\ — zzo 22 __— _— 210= -- GLIL - Q E S 210 — JJ I _ _ (W�TI�---4a =�DIL1� NOIR,�= 200 = _ — — _ 0— _ _ — / I I �� � R A / 25 J1 iTLAER �--_ __�— — — _ 200 � —� �� ����BUFF�R 1221400281 190 — — — — _ 8\I- -� \\ —en CN 180 —_ —� cn � J I i l / CA TEG 7RY 3 /O��_ WETLAND 170 —w� ?— — �✓ I I / -�`— �— — _� — W 170 _ — -- — --- _—_— ___ =— — o-�e1� o_— I 2(�=t?ER—PETUAt-INGRE�`S RE—E�SEFifEtd� I, - -1 R=2103.46=15.21'44�L= _ _ — I J � ', , 75 I 60 ` RE�C�N 08�D 53�— I 60 �� `� STREAM\ - -— — — \ OFFER L /150_ 1 -- X 7-4 4�5 EXIST. GRAVEL ROAD ACCESS TO WSDOT S STREAM MITIGATION AREA k\ lz- X ato oi I `V J Q SCALE: 1" = 40' N W 0 20 40 80 FOUND SECTION CORNER 3" BRASS DISK IN 3" CONC. MONUMENT 171 120 DOWN 0.7' IN CASE 18 L 19 DA TUM NOTES 1. THE TWO PARCELS UNDERL Y/NG APNs 202305-9085 AND 00720-0194 HA VE MERGED PER L OT COMB/NA TION REC.12014111400240 NA VD 88 BASIS OF BEA RINGS N89 59 25 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE FOUND SEC TION CORNER PER RECORD OF SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001" BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 BRASS PIN IN CONCRETE MONUMENT L OCA TED A T THE INTERSECTION OF SOUTH 7TH STREET AND RENTON A VENUE SOUTH. ELEVATION 305.80 (93.210M) L �5�p� a N cn a Z o N cn a Z o c w a Q� h o v s x z CL V) V V W Z c"o t1i 0 j o Z Q) m h CN - Z �0 w Q L J 0 CL Q� Z w > C� z z O W oz 0 3: ry 04 cn Q w Q Lu 0 Z 000Q SHEET Z C1.02 16 PROJECT NUMBER Lu Li o s z V V V �0 w L O 0 0 Q� w > z z O w 0 3: ry cn Q Q w 0 000Q SHEET OF C1.02 16 PROJECT NUMBER 04139M NW 1/4. NW 1/4. SEC.20. TWP. 23 N. , RGE. 5 E. , W.M. FOUND NORTH QUARTER CORNER 1 \ ?o CITY OF REN ON CONTROL POINT NO. 415 /�, 1 1/2" BRASS DISK /VOTES IN 4" CONCRETE MONUMENT / DOWN 0.7' IN CASE ?roe 2� y 1 L 1. THIS PLAN /S FOR WORK OCCURRING MAY 1ST - , _--_ / i SEPT. 30TH. ANY WORK BEYOND SEPT. 30TH W/LL o REQUIRE A WET WEATHER PLAN APPROVED BY THE W F/L TER FABR/C i� / �� _ - CITY OF RENTON. /�� - 2. TURBID/TY LEVEL OF TREA To WA TER LEA V/NG S/ 7F PRO TL PER C. 0. R. i , n _/--, STD. PLAN 216.2 /� / I � / / - �� �f / MUST NOT EXCEED 25 NTUs ph LEVEL MUST BE DIRECTS TER TO VA T A T i / / I / _ \\� 1 SEE SHEET C2.3 TYP BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. (TYP) LID OPEN/NG OR PROVIDE TEMP CONSTRUCT/ON PIPE CONNECT/ON CEILING PLANKS WATER DRAIN/NG IN VlC/N/TY OF, OUTFALL. SHALL BE TO VAULT MUST / ONSTRUCT/ON ACCESS REMOVED�FN SWALES CAN BE BE PUMPED TO - j / / /� \� o DIRECTED TO CBS THE EX. DITCH i \ Z \ _ PER STD PLAN C.O.R INTERCEPTOR SWALE PER C. 0. R. DOWNSTREAM 215.10 SEE SHEET C2.32 - / / / _� /, N STD. PLAN 217.10 PROPOSED 28 LF 8 ���/��iii � - LEGENDCONVEYANCE TEMPORARY - - - � SEE SHEET C2.32 � (TYP) SYSTEM (TYP.� I CUL VERT, 1' / 1 - MIN. COVER - - 0 I I �i ��f � � / CONSTRUCT/ON ACCESS Q ;2.z- CONSTRUCTION 1 o LIMITS OF CLEAR/NG - - 010 I I 5tQ0 I \ I ` - �✓ i � �� days, rs... • �o`` f 7 (\� \� F/L TER FABRIC FENCE x /� --- ✓ - / \�\ \ / / INTERCEPTOR SWALE \ - - - ------ N017 52 E 627.91 s � ///; f � �� � \\ \� EX. STORM ORA/N T -.T ,/� o N01'2 E -- , '\�� ROCK CHECK DAM Z REMA/N' I a c - / c / _ _ _ _01 I / �� i �` \ / RL TER FABR/C PROTECT/ON _ 2 \ \ o o STAG/NG IF 230.0 / o / i �// �` �\� \\� ` \ � I �� /� ® o o w 00 EMPORA R I AREA IF 224.5 �-r ✓ k j STOCKPILE CHECK DA PER C. 0. R. STD. \ - _ , lz a o PLAN 217.40, EE SHEET C2.32 --r' �-- / ', TEMPORARY PUMP I 0' a 0 " 21 LF 8 - / 1y DISCHARGE TO EX. DITCH DATUM . - _ % TEMPORARY `� �', ', N a r\ % h �- , / - - NA VD 88 Z C7 -I-r - \� CUL VERT 1 ' `, / W 3 MIN. COVER /E 225.0 \ �� �� '> co /I = \ \ I SIL T FENCE PER Z SIL T FENCE PER C.O.R. I / '� \\ \ 1 C.O.R. STD. PLAN 7 I I I _ '�BASIS OF BEAR/NGS m Z STD. PLAN 214.00 (TYP) /� �\ 1 ` CLEAR/NG � 214.00 SEE SHEET I I goo - �'�� \�\ \ I L/M/TS "� I I ✓ �\ Z 1 C2.32 I - � � N89 59 25 W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN Q \ \ _ . N Z I I I THE FOUND NORTH QUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF EX/ST/NG RIGHT OA I II �� moo\\\� \ - - _ - _ - - = 7 - __ - - - - > � I I I I I I / I I , I / \ 1\ ``\ `\ 25 WETLAND SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001. Z a - - - -J I I I I K, I J ` BUFFER C� -- -� 0- 2 \ , =7- =220- = __=== J��I IIII III , , ���J;,, BENCHMAR!(S W � - - - 210 - -_ - -_ - - __ _ - - -_ Q10 = _ _ _ - I _ I , ; \ _ CITY OF RENTON BENCHMARK NUMBER 418 l�\ olf- _ _ _ = _ -10- - _ _ _ _ _ - _ - -�_ _ = BRASS P/N /N CONCRETE MONUMENT W \ �o° \��- _ � I �% ` ` - ; L OCA TED A T THE INTERSECT/ON OF SOUTH 7TH STREET u, 200 = _ _ _ _ 2 - _ _ / I I ;�' / I �'`` AND REN TON A VENUE SOUTH. Z ELEVATION 305.80 (93.210M) 19(x- 190 _-_-_- _- _� � 190 - � � �^ I v \ / i i / f 180 / W ll TL�Gb -170 - - - �_ I x �r' / / ✓ i , / / I ---- - XIX r / 0 �Y 1 - -75 3.46 �o / / _� -j I �60 ' \�� `� 5TREAMI X144 - _ _ �x - _ J (� ` `SUFFER R O `� V _ 1*4 ✓ _ _ _ - f_ - - \ / ���/ �� - / - _ - / % / EX/ST. DITCH \' o _ O h U5 17_ i4OC\ 14 X� X W W L a W I p i J 0 SCALE: 1" = 40' N W 30 SECTION CORNER 0 20 40 80 _ � Lj IN 3" CONC. MONUMENT O vim- Q Z 17' 120 DOWN 0.7' IN CASE V z V f1 -M T� V Q SII 18 19 Li O C 0' w > z z O w C7 � ry cn Q n Q w � n 0 0 o Q SHEET OF C2.01 16 PROJECT NUMBER 04139M N I EROS/ON CONTROL NOTES 1. ALL WORK AND MATER/ALS SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPEC/F/CAT/ONS AND APWA/WSDOT 2012 STANDARD SPEC/FICAT/ONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCT/ON A COPY OF THE C/TY OF RENTON STANDARD SPECIFICATIONS ANO DETA/LS SHALL BE ON-SITE AT ALL TIMES. 2. ALL L OCA TIONS OF EX/ST/NG UT/L/T/ES SHOWN HEREON HA VE BEEN ESTABL/SHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONS/DERED APPROXIMATE AND NOT NECE55AR/L Y COMPLETE. /T /S THE SOLE RESPONS/B/L/TY OF THE CONTRACTOR TO /NDEPENDENTL Y VER/FY THE ACCURACY OF ALL UT/L/TY LOCA T/ONS SHOWN AND TO FURTHER DISCOVER AND AVO/D ANY OTHER UT/L/T/ES NOT SHOWN HEREON WH/CH MAY BE AFFECTED BY THE IMPLEMENTATION OF TH/S PLAN THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UT/L/T/ES L OCA TION SERVICE (1-800-424-5555) A T LEAST 48 HOURS PR/OR TO CONSTRUCT/ONTHE OWNER OR H15 REPRESENTAT/VE AND THE ENG/NEER SHALL BE CONTACTED /MMED/A TEL Y IF A CONFL /CT EX/STS. 3. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANIES FOR CAPPING, ABANDON/NG, AND/OR REL OCA TING AFFECTED WA TER, SAIII TARY SEWER, GAS, POWER, TELEPHONE, ANO CABLE T. V. PR/OR TO GRAD/NG ACT/V/T/ES. 4. A COPY OF THESE APPROVED PLANS AND CITY OF RENTON STANDARD SPEC/F/CAT/ONS AND DETAILS MUST BE ON THE ✓OB 5/TE WHENEVER CONSTRUCT/ON /S /N PROGRESS. 5. APPROVAL OF THIS PLAN /S FOR THE EROS/ON/SED/MENTAT/ON CONTROL FACIL /T/ES ONL Y. IT DOES NOT CONST/TOTE AN APPROVAL OF THE STORM DRAINAGE DES/GN, NOR SIZE OR L OCA TION OF PIPES, RESTR/CTORS, CHANNELS OR DETENTION FACILITIES NW 1/4. NW 1/4, SEC.20. TWP. 23 N , RGE. 5 E. , W.M. 21. BEFORE ANY CONSTRUCT/ON OR DEVELOPMENT ACT/V/TY OCCURS, A PRECONSTRUCT/ON MEET/NG MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DES/GN ENG/NEER. 22. ALL L/M/TS OF CLEAR/NG AND AREAS OF VEGETAT/ON PRESERVAT/ON AS PRESCR/BED ON THE PLAN(S) SHALL BE CLEARL Y FLAGGED /N THE FIELD AND OBSERVED DURING CONSTRUCT/ON 23. DURING THE TIME PER/0D OF OCTOBER IST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5, 000 SOUARE FEET, THA T ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MUL CH, SODDING OR PLASTIC COVER/NG. 24, IN ANY AREA WH/CH HAS BEEN STRIPPED OF VEGETA TION AND WHERE NO FURTHER WORK /S ANT/C/PA TED FOR A PER/0D 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE /MMED/A TEL Y STASIL /ZED W/TH MULCH/NG, GRASS PLANT/NG OR OTHER APPROVED EROS/ON CONTROL TREATMENT APPL/CABLE TO THE TIME OF YEAR. GRASS SEED/NG ALONE W/LL BE ACCEPTABLE ONL Y DURING THE MONTHS OF APR/L THROUGH SEPTEMBER, INCL U51 VE SEED/NG MA Y PROCEED, HOWEVER, WHENEVER /T /S IN THE INTEREST OF THE PERM/TEE, BUT MUST BE AUGMENTED W/TH MUL CH/NG, NETT/NG OR OTHER TREA TMENT APPROVED BY THE CITY OF RENTON, OUTS/DE THE SPECIFIED TIME PER/OD. 25 FOR ALL EROS/ON/SED/MENTAT/ON CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE /S REOU/RED WITH A MIN/MUM HEIGHT OF THREE (3) FEET, 3. 1 SIDE SLOPES. 26. A TEMPORARY GRAVEL CONSTRUCT/ON ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 /NCH QUARRY SPALLS SHALL BE L OCA TED AT ALL PO/NTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCT/ON SITE CONSTRUCT/ON SEQUENCE lO SCHEDULE AND ATTEND A PRE-CONSTRUCT/ON CONFERENCE W/TH THE CITY OF RENTON. 2O FLAG THE LIMITS OF CLEAR/NG, INSTALL FILTER FABRIC FENCE WHERE SHOWN ON PLANS. INSTALL EITHER 42" ORANGE SAFETY FENCE OR FILTER FABRIC FENCE ALONG ALL OTHER LIMITS OF CLEARING WHERE FILTER FABRIC FENCE /S NOT DEL/NEA TED. 3O CONSTRUCT THE TEMPORARY ROCK LINED CONSTRUCT/ON ENTRANCE. 4O CONSTRUCT THE DETENTION VAUL T, CONTROL STRUCTURE, OUTLET PIPE AND OUTFALL PROTECT/ONSEE SHEETS C4.01 & C4.31 FOR DETAILS INSTALL F/L TER FABR/C PROTECT/ON ON NEW Y CONSTRUCTED CA TCH BAS/NS AND EX/ST/NG CA TCH BAS/NS AS DESIGNATED ON SHEET C2.01. 5OBEG/N CLEAR/NG AND GRAD/NG WH/LE EXTEND/NG TEMPORARY INTERCEPTOR SWALES. BR/NG THE SITE TO SUBGRADE, INSTALL UTILITIES HYDROSEEO AS SOON AS PRACTICAL. 6O STABIL /ZE ALL AREAS ONCE FINAL GRADES ARE ESTABL/SHED BY SU/TABLE APPL ICA T/ON OF BMPs BY HYDROSEEO, SOD, OR SIM/LAR METHOD. 7O REMOVE EROS/ON CONTROL FACILITIES EXCEPT INLET F/L TERS. (ONL Y WHEN APPROVED BY CITY INSPECTOR) 8O PA VE ROADWA YS. 9O REMOVE INLET F/L TERS WHEN THE POTENT/AL FOR ON-SITE EROS/ON HAS PASSED. 10 CLEAN STORM SYSTEM PR/OR TO USE. DO NOT FLUSH CLEAN/NG WATER D0ANS TREAM. 11 TEMPORARY BMP S CAN BE REMOVED ONL Y AFTER PROJECT /S COMPL ETE AND RISK OF SIL T L ADEN WA TER L EA V/NG THE SITE HAS PASSED. 6. ALL GROUND COVER OUTS/DE CLEARING L/M/TS SHALL REMAIN UNDISTURBED. SPEC/AL PROTECT/VE FENCING MAY BE REOU/RED /N CERTAIN AREAS. PR/OR TO MASS CLEAR/NG OF THE SITE, CLEAR/NG LIMITS AND INITIAL EROS/ONc Z CONTROL MEASURES SHALL BE INSPECTED BY THE CITY STORMWA TER POLL UT/ON PREVENT/ON NOTES o co 7. ALL REQUIRED EROSION/SEDIMENTAT/ON CONTROL FACILITIES MUST BE CONSTRUCTED AND /N OPERATION PR/OR 1• NO L/QU/OS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL VENTS, DETERGENTS, PA/NT, PEST/C/DES, CONCRETE ADM/XTURES, WET WEA THER CONSTRUCT/ON NOTE.- 00 c W FORM OIL 5, ETC. SHALL BE STORED ON S/TE. of h TO ANY LAND CLEAR/NG AND/OR OTHER CONSTRUCT/ON TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT C4 04 ALL PROJECTS WORK/NG UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SUBSTANT/ALL Y ENTER THE NA TURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES ALL EROS/ON/SED/MENTA TION 2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON-SITE DURING CONSTRUCT/ON° 0 0 � CONTROL FAC/L/T/ES SHALL BE MA/NTA/NEO /N A SA T/SFACTOR Y CONDI TION UN TL SUCH TIME THAT CLEAR/NG COMPLETE BY SEPTEMBER 30TH TO AVO/D /MPLEMENTA TION OF RA/NY SEASON CONSTRUCT/ON CL N SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE CONTAMINATION OF 5TORYWATER. REOU/REMENTS. PROJECTS THAT W/LL NOT BE SUBSTANT/ALL Y COMPLETED BY SEPTEMBER 30TH SHALL � E_ AND/OR CONSTRUCT/ON /S COMPLETED AND THE POTENT/AL FOR ON-S/TE EROS/ON HAS PASSED. SUBM/T A SEASONAL SUSPENSION PLAN AND/OR WET WEATHER PLAN PREPARED /N ACCORDANCE W/TH ° /MPLEMENTAT/ON, MAINTENANCE, REPLACEMENT AND ADDI T/ONS TO THE EROS/ON/SED/MENTAT/ON CONTROL 3. ALL FUEL/NG SHALL BE PROVIDED BY A FUEL/NG TRUCK. NO FUEL SHALL BE STORED ON S/TE. THE GENERAL STANDARDS FOR RA/NY SEASON CLEAR/NG /GRAD/NG, FOR APPROVAL BY THE CITY OF Z 3 FACILITIES SHALL BE THE RESPONSIBILITY OF THE PERMITTEE REFER TO THE CONSTRUCT/ON SEQUENCE, RENTON. AN APPROVED PLAN MUST BE AVA/LABLE BY SEPTEMBER 1ST. ALLOW 7 WORK/NG DAYS FOR c Z FOR ADDITIONAL DETAILS 4. ALL VEHICLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFS/TE.co REV/EW PER/0D. THE APPROVED PLAN MUST BE IMPLEMENTED BY SEPTEMBER 15TH. /F NO PLAN _ 8. THE EROS/ON/SED/MENTAT/ON CONTROL FAC/L/T/ES DEPICTED ON TH/S DRAW/NG ARE INTENDED TO BE 5. CONCRETE WASTE SHALL BE HANDLED AS LISTED: HAS BEEN APPROVED BY SEPTEMBER 15T, THEN STOP WORK AND SECURE THE 5/TE AGAINST EROS/ON, � m v Z MIN/MUM REOU/REMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCT/ON PROGRESSES AND NO FURTHER WORK W/LL BE PERMITTED UNTIL MAY 15T WHEN THE DRY SEASON RETURNS. Z UNEXPECTED OR SEASONAL CONDI TIONS DIC TA TE, THE PERM/TTEE SHOUL D ANT/C/PA TE THA T MORE A. UNUSED CONCRETE REMAINING /N THE TRUCK AND PUMP SHALL BE RETURNED TO ORIGINATING BA TCH PLANT FOR Q J EROS/ON/SED/MENTA TION CONTROL FAC/L/T/ES MA Y BE NECESSARY TO INSURE COMPLETE S/L TA TION CONTROL RECYCL/NG. 0 - ON ON THE SITE DURING THE COURSE OF CONSTRUCT/ON, /T SHALL BE THE OBLIGATION AND RESPONSIBILITY Z OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THA T MA Y BE CREA TED BY H15 ACTIVITIES AND TO B. CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED T0, SCREEDS, SHOVELS, C� PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MIN/MUM REOU/REMENTS SHOWN,, AS MAYBE NEEDED TO RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONL Y INTO FORMED AREAS AWAITING INSTALLATION OF PROTECT ADJACENT PROPERTIES AND THE WATER QUAL/TY OF THE RECEIVING DRAINAGE SYSTEM. THE CITY CONCRETE OR ASPHAL T. WQ Z OF RENTON INSPECTOR MA Y DETERMINE THE NEED FOR AND EXTENT OF ANY ADDITIONAL FACILITIES C. EOU/PMENT THAT CANNOT BE EAS/L Y MOVED, SUCH AS CONCRETE PAVERS, SHALL ONL Y BE WASHED /N AREAS THAT 9. WHERE POSSIBLE, NA TURAL VEGETA TION SHALL BE MAINTAINED FOR S/L T CONTROL AND TO MINIMIZE DO NOT D/RECTL Y DRAIN TO NA TURAL OR CONSTRUCTED 5TORY WA TER CONVEYANCES. ` i Lu EROS/ON. Z D. WHEN NO FORMED AREAS ARE A VA/CABLE, CONCRETE WASTE SHALL BE D/SCHARGED TO A PAVED OR LINED SUMP. _ 10. AL L EXPOSED SO/L SHAL L BE STABIZ /ZED BY SUI TABL E APPL /CA TION OF BEST MANAGEMENT PRA CT/CES SEE THESE PLANS FOR L OCA T/ON OF THE SUMP. WASTE WATER WITHIN THE SUMP SHALL EITHER BE NEUTRALIZED 0 (BOPS), INCL UD/NG BUT NOT L/M/TED TO 500 OR OTHER VEGETA TION,PLAST/C COVER/NG, MUL CH/NG, OR PR/OR TO D/SCHARGE TO THE SED/MENTA TION FACILITY OR DISPOSED OF /N A MANNER THAT DOES NOT VIOLA TE Z APPL ICA TION OF GRA VEL BASE ON AREAS TO BE PA VED. ALL BMPS SHALL BE SELECTED, DE51GNED AND GROUND W4 TER OR SURFACE WATER QUAL/TY STANDARDS. w MAINTAINED /N ACCORDANCE WITH THE APPROVED MANUAL. CONSTRUCT/ON ACTIVITIES MAY BE SUSPENDED 6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUTT/NG AND SURFACING SHALL BE D/SCHARGED TO FORMED AREAS DURING THE RA/NY SEASON (OCT. 1 THROUGH APR. 30) FROM MAY 1 THROUGH SEPTEMBER 30, NO AWA/T/NG INS TALLAT/ON OF CONCRETE OR ASPHAL T OR TO PAVED OR L/NED SUMP. UNWORKED SO/L SHALL REMAIN EXPOSED FOR MORE THAN 7 DAYS. RA/NY SEASON WORK GUIDELINES MAY v ALSO APPL Y. 7. WHEEL WASH, OR TIRE BATH WASTEWATER, SHALL BE DISCARDED TO THE 50/MENTAT/ON FACILITY OR TO THE SAN/TARP SEWER. 11. ALL AREAS TO BE SEEDED SHALL BE CUL TI VA TED TO THE SA T15FACT/ON OF THE ENG/NEER. TH/S MA Y BE ACCOMPL/SHED BY DISC/NG, RAK/NG, HARROWING OR OTHER ACCEPTABLE MEANS. IMMED/A TEL Y FOLL OWING 8. APPLICA TION OF AGR/CUL TURAL CHEM/CAL S, INCL UD/NG FERTILIZERS ANO PEST/C/DES, SHALL BE CONDUCTED /N A MANNER W FINISH GRAD/NG, PERMANENT VEGETATION (CONS/ST/NG OF RAP/D, PERS/STENT AND LEGUME) SHALL BE ANO A T APPLICA TION RA TES THA T W/LL NOT RESUL T /N L OSS OF CHEM/CAL TO 5TORY WA TER RUNOFF. MANUFACTURERS' O APPLIED A T A MIN/MUM RA TE OF 120 POUNDS PER ACRE. THE SEED SHALL CONFORM TO THE STANDARDS RECOMMENDA TIONS SHALL BE FOLLOWED FOR APPL/CA TION RA TES AND PROCEDURES. O FOR "CERT/F/EO" GRADE SEED OR BETTER, AS OUTLINED BY THE STATE OF WASHINGTON DEPARTMENT OF AGR/CUL TURF 'PULES FOR SEED CERT/F/CAT/ON, " LATEST EO/T/ON THE MIA' SHALL CONFORM WITH C/TY OF 9. THE CONTRACTOR SHALL DES/GNATS A PERSON AS THE RESPON518LE REPRESENTATIVE /N CHARGE OF EROS/ON CONTROL Z RENTON STANDARDS AND SPEC/FICAT/ONS. AND MAINTENANCE OF ALL EROS/ON CONTROL AND STORMWATER POLLUTION PREVENT/ON FACILITIES (COREY WA T50N (425) 646- 4139) J W 12. A MIN/MUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROS/ON/ SEDIMENTATION CONTROL WHERE /T CAN BE EXPECTED THAT THE WATER DEPTH W/LL EXCEED ONE FOOT. � o DUST CONTROL \ 13. IMPERVIOUS SURFACES (ROOFS, STREETS, DRIVEWAYS, ETC.) SHALL BE DIRECTED INTO THE COMPLETED J STORM DRAINAGE SYSTEM AS SOON AS POSS/BLE. WHEN EXPOSED SO/L SURFACES ARE EXPOSED TO THE PO/NT THAT WIND TRANSPORT /S POSSIBLE, THE EXPOSED 501L SHALL L BE SPRA YED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRA Y/NG. yh 14. S/L TA TION CONTROL AREAS SHALL BE RETURNED TO ORIGINAL GROUND CONDITIONS OR BROUGHT TO F/N/SHO 44 Q GRADE AT THE PROJECTS COMPLET/ON ANY PERMANENT STORM DRAINAGE FACIL /T/ES USED FOR EROS/ON/ O O ^ Q SEDIMENTAT/ON CONTROL SHALL BE CLEANED PR/OR TO PROJECT ACCEPTANCE. SED/MENT SHALL NOT BE DEWA TER/NG CONTROL FLUSHED DOWNSTREAM INTO EX/ST/NG CLEAN STORM SYSTEM. � Z O Lr) � ANY RUNOFF GENERATED BY DEWA TER/NG SHALL BE TREATED BY D/SCHARGE TO SEDIMENTAT/ON FAC/L/TY. IF DEWA TER/NG O 15. THE CONTRACTOR SHALL BE RESPONS/BLE FOR PROV/D/NG ADEQUATE SAFEGUARDS, SAFETY DEV/CES, OCCURS FROM AREAS WHERE THE WATER HAS COME INTO CONTACT W/TH NEW CONCRETE, THE pH OF THE WATER MUST BE *-4 Q PROTECT/VE EOU/PMENT, FLAGGERS, ANO ANY OTHER NEEDED ACT/ONS TO PROTECT THE LI ,, HEAL TH, MONITORED AND MUST BE NEUTRAL/ZED PR/OR TO D/SCHARGE. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE (j) J AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY /N CONNECT/ON W/TH THE PERFORMANCE OF Cl TY OF RENTON PR/OR TO DEWA TER/NG ACT/V/T/ES. O O WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRA VEL ED RIGHT -OF- WA Y W/LL REQUIRE C/TY OF RENTON APPROVED TRAFFIC CONTROL PLAN \ GENERAL STOCKP/LE NOTES W 16. ISSUANCE OF TH/S BU/LD/NG PERMIT BY THE CITY OF RENTON DOES NOT REL/EVE THE OWNER OF HIS CONT/NU/NG LEGAL 05L/GAT/ON AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION STOCKPILE AREAS TO BE COVERED W/TH V15OUEEN PLASTIC (MIN/MUM 6 MIL.), WHEN NOT /N USE. V15OUCEN /S TO BE HELD /N W AND FURTHER, THE Cl TY OF RENTON DOES NOT ACCEPT ANY 05L 16A TION FOR THE PROPER FUNCTIONING PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE P/LE. STOCKPILE AND MAINTENANCE OF THE SYSTEM PROVIDED. HEIGHT NOT TO EXCEED 8 FEET. 17. ALL DETENTION AND OUTFALL WORK W/LL BE COMPLETED AND FUNCTIONAL BEFORE ANY PAVING. 18. SEDIMENT CONTROL FACILITIES SHALL BE INSPECTED WEEKL Y OR AFTER A RUNOFF -PRODUCING STORM EVENT DURING THE DRY SEASON AND DA/L Y DURING THE WET SEASON THE INSPECT/ON FREOUENCY FOR STABILIZED, INACTIVE SITES SHALL BE DETERMINED BY THE CITY OF RENTON INSPECTOR BASED ON THE LEVEL OF SOIL STAB/L/TY AND POTENT/AL FOR ADVERSE ENVIRONMENTAL IMPACTS. 19. F/L TER FABRIC FENCE TO BE INSTALLED AS DIRECTED BY CITY OF RENTON INSPECTION 20. MAX/MUM OPEN TRENCH LENGTH SHALL BE 300' DA TUM NA VO 88 BASIS OF BEA RINGS N89 59 25 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 THIS TES.C. PLANAPPL/ES BRASS P/N /N CONCRETE MONUMENT L OCA TED A T THE INTERSECT/ON OF SOUTH 7TH STREET TO THE DRYSEA SON ONL Y. AND RENTON AVENUE SOUTH ELEVATION 305.80 (93.210M) Q G].3 N:< 0- •�, �: cy 6. ALL GROUND COVER OUTS/DE CLEARING L/M/TS SHALL REMAIN UNDISTURBED. SPEC/AL PROTECT/VE FENCING MAY BE REOU/RED /N CERTAIN AREAS. PR/OR TO MASS CLEAR/NG OF THE SITE, CLEAR/NG LIMITS AND INITIAL EROS/ONc Z CONTROL MEASURES SHALL BE INSPECTED BY THE CITY STORMWA TER POLL UT/ON PREVENT/ON NOTES o co 7. ALL REQUIRED EROSION/SEDIMENTAT/ON CONTROL FACILITIES MUST BE CONSTRUCTED AND /N OPERATION PR/OR 1• NO L/QU/OS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL VENTS, DETERGENTS, PA/NT, PEST/C/DES, CONCRETE ADM/XTURES, WET WEA THER CONSTRUCT/ON NOTE.- 00 c W FORM OIL 5, ETC. SHALL BE STORED ON S/TE. of h TO ANY LAND CLEAR/NG AND/OR OTHER CONSTRUCT/ON TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT C4 04 ALL PROJECTS WORK/NG UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SUBSTANT/ALL Y ENTER THE NA TURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES ALL EROS/ON/SED/MENTA TION 2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON-SITE DURING CONSTRUCT/ON° 0 0 � CONTROL FAC/L/T/ES SHALL BE MA/NTA/NEO /N A SA T/SFACTOR Y CONDI TION UN TL SUCH TIME THAT CLEAR/NG COMPLETE BY SEPTEMBER 30TH TO AVO/D /MPLEMENTA TION OF RA/NY SEASON CONSTRUCT/ON CL N SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE CONTAMINATION OF 5TORYWATER. REOU/REMENTS. PROJECTS THAT W/LL NOT BE SUBSTANT/ALL Y COMPLETED BY SEPTEMBER 30TH SHALL � E_ AND/OR CONSTRUCT/ON /S COMPLETED AND THE POTENT/AL FOR ON-S/TE EROS/ON HAS PASSED. SUBM/T A SEASONAL SUSPENSION PLAN AND/OR WET WEATHER PLAN PREPARED /N ACCORDANCE W/TH ° /MPLEMENTAT/ON, MAINTENANCE, REPLACEMENT AND ADDI T/ONS TO THE EROS/ON/SED/MENTAT/ON CONTROL 3. ALL FUEL/NG SHALL BE PROVIDED BY A FUEL/NG TRUCK. NO FUEL SHALL BE STORED ON S/TE. THE GENERAL STANDARDS FOR RA/NY SEASON CLEAR/NG /GRAD/NG, FOR APPROVAL BY THE CITY OF Z 3 FACILITIES SHALL BE THE RESPONSIBILITY OF THE PERMITTEE REFER TO THE CONSTRUCT/ON SEQUENCE, RENTON. AN APPROVED PLAN MUST BE AVA/LABLE BY SEPTEMBER 1ST. ALLOW 7 WORK/NG DAYS FOR c Z FOR ADDITIONAL DETAILS 4. ALL VEHICLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFS/TE.co REV/EW PER/0D. THE APPROVED PLAN MUST BE IMPLEMENTED BY SEPTEMBER 15TH. /F NO PLAN _ 8. THE EROS/ON/SED/MENTAT/ON CONTROL FAC/L/T/ES DEPICTED ON TH/S DRAW/NG ARE INTENDED TO BE 5. CONCRETE WASTE SHALL BE HANDLED AS LISTED: HAS BEEN APPROVED BY SEPTEMBER 15T, THEN STOP WORK AND SECURE THE 5/TE AGAINST EROS/ON, � m v Z MIN/MUM REOU/REMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCT/ON PROGRESSES AND NO FURTHER WORK W/LL BE PERMITTED UNTIL MAY 15T WHEN THE DRY SEASON RETURNS. Z UNEXPECTED OR SEASONAL CONDI TIONS DIC TA TE, THE PERM/TTEE SHOUL D ANT/C/PA TE THA T MORE A. UNUSED CONCRETE REMAINING /N THE TRUCK AND PUMP SHALL BE RETURNED TO ORIGINATING BA TCH PLANT FOR Q J EROS/ON/SED/MENTA TION CONTROL FAC/L/T/ES MA Y BE NECESSARY TO INSURE COMPLETE S/L TA TION CONTROL RECYCL/NG. 0 - ON ON THE SITE DURING THE COURSE OF CONSTRUCT/ON, /T SHALL BE THE OBLIGATION AND RESPONSIBILITY Z OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THA T MA Y BE CREA TED BY H15 ACTIVITIES AND TO B. CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED T0, SCREEDS, SHOVELS, C� PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MIN/MUM REOU/REMENTS SHOWN,, AS MAYBE NEEDED TO RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONL Y INTO FORMED AREAS AWAITING INSTALLATION OF PROTECT ADJACENT PROPERTIES AND THE WATER QUAL/TY OF THE RECEIVING DRAINAGE SYSTEM. THE CITY CONCRETE OR ASPHAL T. WQ Z OF RENTON INSPECTOR MA Y DETERMINE THE NEED FOR AND EXTENT OF ANY ADDITIONAL FACILITIES C. EOU/PMENT THAT CANNOT BE EAS/L Y MOVED, SUCH AS CONCRETE PAVERS, SHALL ONL Y BE WASHED /N AREAS THAT 9. WHERE POSSIBLE, NA TURAL VEGETA TION SHALL BE MAINTAINED FOR S/L T CONTROL AND TO MINIMIZE DO NOT D/RECTL Y DRAIN TO NA TURAL OR CONSTRUCTED 5TORY WA TER CONVEYANCES. ` i Lu EROS/ON. Z D. WHEN NO FORMED AREAS ARE A VA/CABLE, CONCRETE WASTE SHALL BE D/SCHARGED TO A PAVED OR LINED SUMP. _ 10. AL L EXPOSED SO/L SHAL L BE STABIZ /ZED BY SUI TABL E APPL /CA TION OF BEST MANAGEMENT PRA CT/CES SEE THESE PLANS FOR L OCA T/ON OF THE SUMP. WASTE WATER WITHIN THE SUMP SHALL EITHER BE NEUTRALIZED 0 (BOPS), INCL UD/NG BUT NOT L/M/TED TO 500 OR OTHER VEGETA TION,PLAST/C COVER/NG, MUL CH/NG, OR PR/OR TO D/SCHARGE TO THE SED/MENTA TION FACILITY OR DISPOSED OF /N A MANNER THAT DOES NOT VIOLA TE Z APPL ICA TION OF GRA VEL BASE ON AREAS TO BE PA VED. ALL BMPS SHALL BE SELECTED, DE51GNED AND GROUND W4 TER OR SURFACE WATER QUAL/TY STANDARDS. w MAINTAINED /N ACCORDANCE WITH THE APPROVED MANUAL. CONSTRUCT/ON ACTIVITIES MAY BE SUSPENDED 6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUTT/NG AND SURFACING SHALL BE D/SCHARGED TO FORMED AREAS DURING THE RA/NY SEASON (OCT. 1 THROUGH APR. 30) FROM MAY 1 THROUGH SEPTEMBER 30, NO AWA/T/NG INS TALLAT/ON OF CONCRETE OR ASPHAL T OR TO PAVED OR L/NED SUMP. UNWORKED SO/L SHALL REMAIN EXPOSED FOR MORE THAN 7 DAYS. RA/NY SEASON WORK GUIDELINES MAY v ALSO APPL Y. 7. WHEEL WASH, OR TIRE BATH WASTEWATER, SHALL BE DISCARDED TO THE 50/MENTAT/ON FACILITY OR TO THE SAN/TARP SEWER. 11. ALL AREAS TO BE SEEDED SHALL BE CUL TI VA TED TO THE SA T15FACT/ON OF THE ENG/NEER. TH/S MA Y BE ACCOMPL/SHED BY DISC/NG, RAK/NG, HARROWING OR OTHER ACCEPTABLE MEANS. IMMED/A TEL Y FOLL OWING 8. APPLICA TION OF AGR/CUL TURAL CHEM/CAL S, INCL UD/NG FERTILIZERS ANO PEST/C/DES, SHALL BE CONDUCTED /N A MANNER W FINISH GRAD/NG, PERMANENT VEGETATION (CONS/ST/NG OF RAP/D, PERS/STENT AND LEGUME) SHALL BE ANO A T APPLICA TION RA TES THA T W/LL NOT RESUL T /N L OSS OF CHEM/CAL TO 5TORY WA TER RUNOFF. MANUFACTURERS' O APPLIED A T A MIN/MUM RA TE OF 120 POUNDS PER ACRE. THE SEED SHALL CONFORM TO THE STANDARDS RECOMMENDA TIONS SHALL BE FOLLOWED FOR APPL/CA TION RA TES AND PROCEDURES. O FOR "CERT/F/EO" GRADE SEED OR BETTER, AS OUTLINED BY THE STATE OF WASHINGTON DEPARTMENT OF AGR/CUL TURF 'PULES FOR SEED CERT/F/CAT/ON, " LATEST EO/T/ON THE MIA' SHALL CONFORM WITH C/TY OF 9. THE CONTRACTOR SHALL DES/GNATS A PERSON AS THE RESPON518LE REPRESENTATIVE /N CHARGE OF EROS/ON CONTROL Z RENTON STANDARDS AND SPEC/FICAT/ONS. AND MAINTENANCE OF ALL EROS/ON CONTROL AND STORMWATER POLLUTION PREVENT/ON FACILITIES (COREY WA T50N (425) 646- 4139) J W 12. A MIN/MUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROS/ON/ SEDIMENTATION CONTROL WHERE /T CAN BE EXPECTED THAT THE WATER DEPTH W/LL EXCEED ONE FOOT. � o DUST CONTROL \ 13. IMPERVIOUS SURFACES (ROOFS, STREETS, DRIVEWAYS, ETC.) SHALL BE DIRECTED INTO THE COMPLETED J STORM DRAINAGE SYSTEM AS SOON AS POSS/BLE. WHEN EXPOSED SO/L SURFACES ARE EXPOSED TO THE PO/NT THAT WIND TRANSPORT /S POSSIBLE, THE EXPOSED 501L SHALL L BE SPRA YED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRA Y/NG. yh 14. S/L TA TION CONTROL AREAS SHALL BE RETURNED TO ORIGINAL GROUND CONDITIONS OR BROUGHT TO F/N/SHO 44 Q GRADE AT THE PROJECTS COMPLET/ON ANY PERMANENT STORM DRAINAGE FACIL /T/ES USED FOR EROS/ON/ O O ^ Q SEDIMENTAT/ON CONTROL SHALL BE CLEANED PR/OR TO PROJECT ACCEPTANCE. SED/MENT SHALL NOT BE DEWA TER/NG CONTROL FLUSHED DOWNSTREAM INTO EX/ST/NG CLEAN STORM SYSTEM. � Z O Lr) � ANY RUNOFF GENERATED BY DEWA TER/NG SHALL BE TREATED BY D/SCHARGE TO SEDIMENTAT/ON FAC/L/TY. IF DEWA TER/NG O 15. THE CONTRACTOR SHALL BE RESPONS/BLE FOR PROV/D/NG ADEQUATE SAFEGUARDS, SAFETY DEV/CES, OCCURS FROM AREAS WHERE THE WATER HAS COME INTO CONTACT W/TH NEW CONCRETE, THE pH OF THE WATER MUST BE *-4 Q PROTECT/VE EOU/PMENT, FLAGGERS, ANO ANY OTHER NEEDED ACT/ONS TO PROTECT THE LI ,, HEAL TH, MONITORED AND MUST BE NEUTRAL/ZED PR/OR TO D/SCHARGE. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE (j) J AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY /N CONNECT/ON W/TH THE PERFORMANCE OF Cl TY OF RENTON PR/OR TO DEWA TER/NG ACT/V/T/ES. O O WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRA VEL ED RIGHT -OF- WA Y W/LL REQUIRE C/TY OF RENTON APPROVED TRAFFIC CONTROL PLAN \ GENERAL STOCKP/LE NOTES W 16. ISSUANCE OF TH/S BU/LD/NG PERMIT BY THE CITY OF RENTON DOES NOT REL/EVE THE OWNER OF HIS CONT/NU/NG LEGAL 05L/GAT/ON AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION STOCKPILE AREAS TO BE COVERED W/TH V15OUEEN PLASTIC (MIN/MUM 6 MIL.), WHEN NOT /N USE. V15OUCEN /S TO BE HELD /N W AND FURTHER, THE Cl TY OF RENTON DOES NOT ACCEPT ANY 05L 16A TION FOR THE PROPER FUNCTIONING PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE P/LE. STOCKPILE AND MAINTENANCE OF THE SYSTEM PROVIDED. HEIGHT NOT TO EXCEED 8 FEET. 17. ALL DETENTION AND OUTFALL WORK W/LL BE COMPLETED AND FUNCTIONAL BEFORE ANY PAVING. 18. SEDIMENT CONTROL FACILITIES SHALL BE INSPECTED WEEKL Y OR AFTER A RUNOFF -PRODUCING STORM EVENT DURING THE DRY SEASON AND DA/L Y DURING THE WET SEASON THE INSPECT/ON FREOUENCY FOR STABILIZED, INACTIVE SITES SHALL BE DETERMINED BY THE CITY OF RENTON INSPECTOR BASED ON THE LEVEL OF SOIL STAB/L/TY AND POTENT/AL FOR ADVERSE ENVIRONMENTAL IMPACTS. 19. F/L TER FABRIC FENCE TO BE INSTALLED AS DIRECTED BY CITY OF RENTON INSPECTION 20. MAX/MUM OPEN TRENCH LENGTH SHALL BE 300' DA TUM NA VO 88 BASIS OF BEA RINGS N89 59 25 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 THIS TES.C. PLANAPPL/ES BRASS P/N /N CONCRETE MONUMENT L OCA TED A T THE INTERSECT/ON OF SOUTH 7TH STREET TO THE DRYSEA SON ONL Y. AND RENTON AVENUE SOUTH ELEVATION 305.80 (93.210M) N I Q w 0- w > \ V Q O w 0 3: ry cn Q o Q N I Q w 0- w > z z O w 0 3: ry cn Q Q w 0 000Q SHEET OF C2.31 16 PROJECT NUMBER 04139M N I JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS_ 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC _� MINIMUM 4"x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT r NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SI EV E SIZE (0.60-0.15MM) FOR SI LT FILM 50-100 SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491 0.02 SEC^ -1 MIN IMUM GRAB TENSI LE STRENCHT(ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. �Y * PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 �O$ DEPARTMENT �N tp MARCH 2008 y 2:1 MAX. SLOPE —III � LEVEL BOTTOM- --III—III—I � 1111; ,111 —111— 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HAV WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. TY STD. PLAN - 217.10 * PUBLIC WORKS INTERCEPTOR SWALE �O$ DEPARTMENT �N,tp MARCH 2008 AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 6' MAX. u � POST SPACING MAY BE INCREASED 5-10% TO 8' IF WIRE BACKING IS USED (4T010)H:1V 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC _� MINIMUM 4"x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT r NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SI EV E SIZE (0.60-0.15MM) FOR SI LT FILM 50-100 SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491 0.02 SEC^ -1 MIN IMUM GRAB TENSI LE STRENCHT(ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. �Y * PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 �O$ DEPARTMENT �N tp MARCH 2008 y 2:1 MAX. SLOPE —III � LEVEL BOTTOM- --III—III—I � 1111; ,111 —111— 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HAV WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. TY STD. PLAN - 217.10 * PUBLIC WORKS INTERCEPTOR SWALE �O$ DEPARTMENT �N,tp MARCH 2008 AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300 FEET (1OT020)H:1V 5-10% 200 FEET (4T010)H:1V 10-25% 100 FEET (2T04)H:1V 25-50% SO FEET rc i INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-S" QUARRY SPALLS NW 1/4. NW 1/4, SEC.20. TWP. 23 N. , RGE. 5 E. , W.M. ESC\SS\NC'RO� DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF NOTES '(\ INGRESSIEGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D4751) 200PSIMIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH (ASTM D3786 -80A) 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. s STD. PLAN - 215.10 PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 N a � ROCK MUST COMPLETELY COVER THE m BOTTOM AND SIDES OF THE DITCH 6" MIN. 0 oaaao oD� � a 24" MIN. 2:1 SLOPES 2"A" ROCK _ L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION I,I o : L I1111j � I I aaoa0 X11=111,�IIII� �u���oo NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. 'LY STD. PLAN - 217.40 * PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT CROSS SECTIONS MARCH 2008 t�N•f0 GRATE 1. CONDITION OF USE 1.1. 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 CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 'SY PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN - 216.20 DEPARTMENT MARCH 2008 DATUM NA VD 88 BASIS OF BEA RINGS N89:5925 "W ALONG THE NORTH L /NE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE FOUND SEC TION CORNER PER RECORD OF SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 THIS TES.C. PLANAPPL/ES BRASS P/N /N CONCRETE MONUMENT LOCA TED A T THE /NTERSECT/ON OF SOUTH 7TH STREET TO THE DRYSEA SON ONL Y. AND REN TON AVENUE SOUTH ELEVATION 305.80 (93.210M) LN y, ,O PC Z Z PROJECT NUMBER WQs v � Z Q � V J �o �O o�� J�Q OQ V V O Z o�� O J �W o O Z W LLli i Q V w 0 w > IL z z O ­- cn Q � Q w 0� � 000Q SHEET OF C2.32 16 I N PROJECT NUMBER 04139M I N 1� EXIST/NG RIGHT OFl WAY NW 1/4. NW 1/4, SEC.20. TWP. 23 N. , RGE. 5 E. , W.M. 120 FOUND NORTH QUARTER CORNER CITY OF REN TON CONTROL POINT NO. 415 1 1/2" BRASS DISK IN 4" CONCRETE MONUMENT DOWN 0.7' IN CASE lb ✓ / / /� j/ � � � / Imo" f / 3 SINGLE DIRECT/ON A CURB RAMP PER USPS NE WSDOT STD PLAN/GHBORH000 DEL/VERY & CSU PERF -40,16-02 _ SEE SHEET C3.32 _ C.O.R. STD. PLAN N0. - \ _ H026 SEE SHEET C3.32 16' WIDE TYPE 3 R=25. 00 \ - STA 1 *28.59,13.5' RT DR/VEWA Y PER �� \ '- SEG/N CURB, GUTTER - C. 0. R. STD. AAlB SlBEWAL� L/NE�YP - PLAN 104.3 - _ I I S�A_,7 2.13 7. Q SEE SHEET C3.32 PED TR/ N Cif 40. � 7. 5 RT � � ® _ _ - _EASEMENT FAID �1DEWALK I I, I/� -END RB 0091)OUTF£R\\ , � / /� T - \ 2t00 AffA _ ss 3 �� �s ss _- #-IOW - 5t - j ss� 6100 w s "DOT�CE� '� I 2301 4 1 t 0, At ;.BER /L NO`SECWN Nl- _ 238 SEE SEC TION I I \2� I �R=29.00 \ �p2 ✓0 �.i�����./ ^� ������ A -A ON SHEET 2 3 i C3.31 I I I jd=7352'19oP." -�j L=32.23 v I I I T6 • 19.x' PAD i i PAD I PAD I PAD I PAD I PAD I PAD d=7807'15" I >> E. 70 / -� 0� 237.6 236.0 1 234.0 I 233.5 I I 232.1 I 2JO. I L= 65.45 I I I I R /N/NG LL PER Z \ -- -J - - - - -- ---- ------J �------ ------ �----------- II III DE t , NS TC3.31 \ BSBL (TYP) I I I I - "\ \� 234 =�30- \\\\\\\�-_ - - -- -_- _ 220 - _ __-_----- Sf#E€Z- ► I �I I / / �`_---_ _210=_==___�__--�'\ �- \ _ =_ -_-_ _-_-_-'� -,25 J LANG' 200 _=AE = _ - (,'RA�?F b--2/Ty = - _ - - _ _ Icy / / �� I BUFFER Z;11715 'PARR-GIUV- -190 180= _�a:7-m/43EET6AJ/TL -� e �� --77777 = = =170- / )��X----- X 755'21'44563STREAM -160 / BUFFER 150- ✓ - _ - - - - - - _ \ / / / - - / j - = j / / j / EXIST. DITCH \ - - - - _ -140 X 'x-�X�- Al 74 77P LI - a 04 01N U J Q U O Q4 N W 171 20 FOUND SECTION CORNER 3" BRASS DISK IN 3" CONC. MONUMENT DOWN 0.7' IN CASE GRAD/NG DETAIL 1'--20' X\ X SCALE: 1" = 40' 0 20 40 80 LEGEND 388 PROPOSED CONTOUR s 388 EX/ST/NG CONTOUR PROPOSED PA IEYFNT PROPOSED CURB GRA WL ROAD CONCRETE WALKWAY N n, rQ v � • � N. NA VD 88 N v Z� Q O J 7 V k c R O O � � OoIIQp) Q o%4 �OO 0 OC J Q Wo O W DA TUM n, a Z NA VD 88 ^ r" o o � � >_ w a o 04v CIL 0) � V) o o III W Z 3 � � > j o Z � m vv Z 0 o Q Q J CL z c� W C Z w W z Z W v Z� Q O J 7 V k c R O O � � OoIIQp) Q o%4 �OO 0 OC J Q Wo O W DA TUM n, j V NA VD 88 BASIS OF BEAR/NGS N89 59 25 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 20 BETWEEN THE FOUND NORTH OUARTER CORNER AND THE FOUND SECT/ON o o III CORNER PER RECORD OF SURREY RECORDED UNDER RECORDING NUMBER w > 2000101012900001. 0 ryry � BENCHMARKS w o 0 o Q CITY OF RENTON BENCHMARK NUMBER 418 BRASS PIN IN CONCRETE MONUMENT L OCA TED A T THE INTERSECT/ON OF SOUTH 7TH STREET AND RENTON AVENUE SOUTH. ELEVATION 305.80 (93.210M) 1 SHEET I OF 1 C3.01 1 16 1 PROJECT NUMBER 04139M 1(1 1 N I N I MATCH SIDEWALK WIDTH - 40" MIN. - SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD - PLAN F-30.10 SIDEWALK SEE NOTE 6 i •„ BUFFER STRIP - SEE CONTRACT PLAN PEDESTRIAN CROSSING _ CLOSURE SIGN J J LU 0 0 J LU U- m NW 1/4. NW 1/4, SEC.20. TWP. 23 N , RGE. 5 E. « W.M. NOTES J.. 1. This plan is to be used where pedestrian crossing in one direction is not MATCH SIDEWALK ... ,,,, BUFFER WIDTH '- 4' 0" MIN. STRIP permitted. SEE CONTRACT PLANS 2. Curb ramp location shall be placed within the width of the associated PEDESTRIAN CURB y' crosswalk, or as shown in the Contract Plans. SEE NOTE 10 CURB RAMP 3. Where "GRADE BREAK" is called out, the entire length of the grade break PEDESTRIAN CURB4`10" ., PEDESTRIAN CURB between the two adjacent surface planes shall be flush. - SEE NOTE C MATCH SIDEWALK WIDTH - 4' 0" MIN. +�' - SEE NOTE 10 SEE CONTRACT PLANS LANDING ? 4. Do not place gratings, junction boxes, access covers or other appurten- LANDING 30 EXPANSION JOINT - SEE ' J ances in front of the curb ramp or on any part of the curb ramp or landing. 5' - 0" MIN 3" R STANDARD PLAN F -30.1Q °L 5. See the Contract Documents for the curb design specified. MIN' '� ?I See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb Y _ _ and Gutter and Pedestrian Curb details. IM Mfl - - a a �.� 3 R. �; - :iliila °- � :iilii�i' 3 _ 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. r o, o M 3" R. - 1N. + w See contract d`i ` 'll •r' a 3 0a lana for width andplacement of sidewalk. oSIDEWALK - � V L) SEE NOTE s 4. j_ � 7. The bid item Cement Concrete Curb Ramp Type _ does not include the adjacent Curb or (Curb and Gutter), Depressed Curb and Gutter, Pedestrian u •, DETECTABLE WARNING SURFACE BUFFER DETECTABLE WARNING SURFACE • D_' SEE STANDARD PLAN F-45.10 STRIP u, SEE STANDARD PLAN F-45.10 Curb or Sidewalk, or the pedestrian crossing closure sign. 8. The curb ramp maximum running slope shall not require the ramp length to CURS & OTE 5 R CURB & GUTTER exceed 15 feet to avoid chasing the sloe indefinite) when connecting - � SEE NOTE 5 -SEE NOTE 5 9 P Y 9 PEDESTRIAN CROSSING to steep grades. When applying the 15 foot maximum length, the running CURB RAMP CLOSURE SIGN FACE OF CURB RAMP slope of the curb ramp shall be as flat as feasible. FACE OF CURB 9. Curb ramps and landings shall receive broom finish. cuR6 PLAN VIEW PLAN VIEW See Standard Specifications 8-14. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 15'-0" DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 GRADE BREAK GRADE BREAK GRADE BREAK COUNTER SLOPE SIDEWALK 5.0% MAX. - SEE NOTE 6 8.3% MAX 20% MAX TOP OF ROADWAY ,. DEPRESSED CURB & GUTTER CURB RAMP } LANDING SEE STANDARD PLAN F-10.12 SECTION "CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION A" PAY LIMIT - SEE NOTE 7 ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT T' RADIUS CORNER PEDESTRIAN CURB - 90' ANGLE - RADIUS MAY VARY 15, - 0" MAX GRADE BREAK SEE NOTE 8 SIDEWALK - SEE NOTE 6 8.3%MAI CURB RAMP 10. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. LEGEND -15'- 0„ MAX SEE NOTE 8 GRADE BREAK - SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK -SEE NOTE 6 2.0% MAX. 8.3��• v a LANDING CURB RAMP SECTION O "CEMENT CONCRETE CURB RAMP 7. TYPE SINGLE DIRECTION B" PAY LIMITS { j - SEE NOTE 7 DETECTABLE WARNING •••• SURFACE -SEES • • • • STANDARD PLAN F-45.10 - '' ' DEPRESSED CURB AND GUTTER - SEE NOTE 5 1 I I ISOMETRIC VIEW DETAIL OD TYPE SINGLE DIRECTION B PAY LIMIT 1 �fijiidEs' - ..j •�'f 11x)Eli � Moo ' STD. PLAN - 1043 i �o »t?s11c woRK ©N R '1t �1 t"M ' - i L1'4ii X1 A I _ �•+ C R. \'ED: M kt�° - - FACE OF CURB -6 t. 2'� 5 1:2. 1 . 1 2'R. 1.R.. `:2d (- - TOP OF 12• R. ROAD'NA', i CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 6 FLUSH W1,7H GUTTER' PAN AT SIDEWALK RAMP ENTRANCE. 1.12 ' '1`.24 1 OP'OF ROADWAY b' 1 1-6 - DEPRESSED CURB SECTION AT SIDEWALK RAMS 4 ATR Ic 3436 01 Sin �sJ'ONAL SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich N 6120/13 STATE DESIGN ENGINEER DATE Washington Skate Depamnem of TransporMlion 6' C1EMIENTtgf i'tETE<, 1 2 R. 1 R StpEWALKJ.tAI %ARIFS , OI, lANtDING PRf �h,I i TAB i 6.. ItWB PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB` AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENTC046 � �I SEE DEPRESSED CURB DETAIL THIS SHEET + I` t 124 TOP OF j 1 1• 1 2'R ROADWAY u; L _ f 6' DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY FOR COMMERCIAL DRIVEWAYS SEE STO PLAN FACE 01 6 112''�J 1 2'R. 1'.R FACE OF ADJACENT CURB i - ! 1 TOP OF' ROAOAAY GUTTER SURFACE r 1 IR.a / -�1,•.R,.; CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS., AND ALLEYS 1,; See standard plans ''-02 and 131 :1 for; GENERAL NOTES' curo expansion and contratiwt join,[•SpaPng, 2. Not used. 3. For. Depressed Mo-olithic Driveway Curt 8 Gutter Section. see Stangard:Plan` Q¢.2 .STD. 101, P1'B111C WORKS CEMENT CONCRETE CURBS �j DEPARTMENT77 ol hz I rman,¢yh![�1iYgr[t3;A��nistr�t4i i-aii 741.0'1 a 13� a� add. 4t _ -� �- ,�_ ,4 SEE - -s nNrpRE�s�O _. s. VVIITNVM J PIFB WAS' CEMENT CONCRETE STD- ;PLAN .., i P] DEPARTMENT, SIDEWALK y�,�� PubliallVciks' inl' " I'-4' 0-7 MAX. MIN. 51 CLEAR WIM N Cn a ? Cs7 •3 � N; ¢ t\ 1 W o N �1 : ��� N �• �'ys dlS• •��� N Cn a ? O O O00 CO W U to v z N rf v K Z -c UL. N V W z m CO in0 >CO z CQ Z Q m Li Q J 0 w 0 ' Z Z O W 0 Q4 (n Q W Q W 0Y Z 0 0 1 o C7 SHEET Z C3.32 16 PROJECT NUMBER LLA Li O Z V V m Q m Li O 0 w Z Z O 0 (n Q Q w 0Y 0 0 1 o Q SHEET OF C3.32 16 PROJECT NUMBER 04139M 260 - -t II W st TYPE 1 CB RIM 237.85 6" E 235.95 8" SW 235.x_ - SS W;-�i� CT i SSMH RIM 238.15 - �I 8" E I 8"N&S I� 224.05 CTR CHNL 230-I-� EX. STORM DRAIN _ TO REMAIN _ �I 220 I Z 1II� I EXIST/NG RIGHT OF WA 245 240 235 230 225 220 215 210 205 200 0 NW 1/4. NW 1/4, SEC.20, TWP.23 N, RGE. 5 E., W. M. T PE 1 CB 1114, RI 227.72CB 2 CB 6" DIN 226.28L5 6" CONC NE 22528 STA 6t04, 10.86' RT STA 6t63, 1 .56' RT 8" CONC 225.58 TYPE 2-48 TYPE 2-48" 2" CONI 224.02 B 4 SOLID LOCKING LID 12" PVC 224_02' / SOLID L OCKI G LID TYPE 1 CBPER C. O. R. STD. 204.10 I ��PE 1 RIM 238.61 TA 3t 92, 12.75 RT 35LF 12 L CPE TIP 1 B �'E 236.91 YPE 1 CQ ON SHEET C .32 (TYP) RI�v4-2�7. / 31.208 1.20 \ 12" W 236.91 TYPE 1 CB /A 11.85' RT - ' 8/ / \li h STA 5170, 6" I W 2�5 RIM 238.47 SSMH �i 8" NE 233.97 RIM 232.91 TYPE 2-48 178LF 12 L CPE / l( 8" N & S SDM H SOLID LOCK/NG LlD 12 L - / / S 12-x-23 _ 224.98 CTR CHNL NOT FOUND RIM 229.9E 1 4 59LF / / I R M 2271�- 12 E 234.87 _ I 8 DIE & N� 1 ® EX WA ® C W 228.66 ` / ® 12 LUPE i �2 5.38'�TR CHNL / zt� W CEDARS/ €SH- - W - r _ w I cc/V # - I 5t�- �I - - - 7t / � PE 3B \ - - - ------ _ - i C )011 _ ----- - ---- --�� CO -r' 60LFELCPE I 60LFLF ---� ---- r --- -- -- ° 16" L CPE ' LI CPE I I _- 1 ,� 65LF 29L �\ CELL 2� ��/E 00 L CPE 6 L CPE 49LF \\ 2 6 / 1 12 L CPE- �/ 20LF 6" LCPE \ 1 1 I _ 2- 1 3 1 4 ► ► 5 I 6 I 7 \ 1 I I- / -I - 1 I - � � _-- � � J l 4�[C� I BRAS 110' STORM DRAIN 'j LCPE - I 1 CB 5 I 12"Z CPE �r / i i � v \ I I EASEMEN TYP. STA 6t 05 59.56' R 1 ' ' / 1 \ \\ L ----J 1------- I- -- - - - - - - J L_ - - - - -- TYPE2-48-W/BI L- �A�/ / - -�- I /# 35 \\\� DIRECTIONAL GRATE T P.) Q6( ALITY/DETENT/ON BOUT E ` ` PE.�C. O.R. STD. PLAk 04.3 VA T DETA/L S, ON SHEf- C4.32 (TYIj)-SHE C4.31 AWTY I I I I \ T�/r/1VG WA /� -230 = o III I 190 \-z =AC�A -220 _ .5T".f676fr' � 1EL h • T0 ROCK220 .F-- - 0U - EI-_ _�/NE��/C�- OQ 21 - -�N�o0 SCALE: 1" = 40' 0 20 40 80 EXIST/NG GRADE 0 (TYP) 55LF 12" PVC 0 0. STORM VAUL T SEE SHEET C4.31 DA TUM NA VD 88 BASIS OF BEAR/NGS N89 5925 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH OUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 BRASS PIN /N CONCRETE MONUMENT L OCA TED AT THE INTERSECTION OF SOUTH 7TH STREET AND REN TON A VENUE SOUTH. ELEVATION 305.80 (9J210M) NOTES 1. UNLESS OTHERWISE NOTED, ALL CA TCH 8A SINS SHALL HA VE A B/ -DIRECTIONAL GRATE PER C. 0. R. STD. PLAN 204.30. SEE SHEET C4.32. 2. TRENCH RESTORATION PER C. 0. R. STD. PLAN H032 ON SHEET C4.32 AND C. 0. R. TRENCH RES TORA TION AND 0VERLA Y REOU/REMENTS. 3. TYPE / CATCH 8A SINS PER C. OR. STD. PLAN 200.00 ON SHEET C4.32 4. TYPE 2 CA TCH 8A SINS PER C. 0. R. STD. PLAN 20 1. 00 ON SHEET C4.32. 245 W 235 230 225 220 215 ELEVATION (TYP) Z � • N N N � N 0 210 c A �: S. p- i 5450 6400 6450 7400 N S • .�o� 04 v s x z zrV V V I I ',DOZ 14 00 1450 2f 00 2f 50 34 00 3450 44 00 4450 54 00 5450 64 00 6450 7400 7f 50 5f 00 55LF 12" PVC 0 0. STORM VAUL T SEE SHEET C4.31 DA TUM NA VD 88 BASIS OF BEAR/NGS N89 5925 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH OUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 BRASS PIN /N CONCRETE MONUMENT L OCA TED AT THE INTERSECTION OF SOUTH 7TH STREET AND REN TON A VENUE SOUTH. ELEVATION 305.80 (9J210M) NOTES 1. UNLESS OTHERWISE NOTED, ALL CA TCH 8A SINS SHALL HA VE A B/ -DIRECTIONAL GRATE PER C. 0. R. STD. PLAN 204.30. SEE SHEET C4.32. 2. TRENCH RESTORATION PER C. 0. R. STD. PLAN H032 ON SHEET C4.32 AND C. 0. R. TRENCH RES TORA TION AND 0VERLA Y REOU/REMENTS. 3. TYPE / CATCH 8A SINS PER C. OR. STD. PLAN 200.00 ON SHEET C4.32 4. TYPE 2 CA TCH 8A SINS PER C. 0. R. STD. PLAN 20 1. 00 ON SHEET C4.32. 245 W 235 230 225 220 CUL DE SAC CEDAR A VENUE SOUTH EXIST/NG GRADE 215 ELEVATION (TYP) Z � • N N N � N 0 210 CUL DE SAC CEDAR A VENUE SOUTH EXIST/NG GRADE PR OFIL E ELEVATION (TYP) Z HOR/Z. SCALE. 1"-40' VERT. SCALE: 1 "= 5' 0 � N c A �: S. p- i 5450 6400 6450 7400 7450 205 WE, 6 cn a Z 0 0 o c A �: S. p- i �•d •:, e N S • .�o� 04 6 cn a Z 0 0 o c w 00 _Lj o v 04 v s x z zrV V V W ',DOZ o Z m Z L Q J w > (Z V � z z O w 0 W 0� -- 04 Q w Q w 0 w 0 z o Q SHEET OF C4.01 z PROJECT NUMBER 04139M w _Lj o s z zrV V V z�mw L O w > z z O w 0 3: 0� -- cn Q Q w 0 0 0 o Q SHEET OF C4.01 16 PROJECT NUMBER 04139M w w 6*0a 2i"; DIA. ACCEkS MANHOLE RIM 228.89 230 225 220 215 210 205 200 24 " D/A. ACCESS \ MANHOLE 226.74 \ 3LF 6" PVC 0 S 7 DETENTION VA UL T- TOP DETAIL SCALL' 1" 20' EX/ST/NG GRADE ELEVA T/ON (TYP) iZ H vc RN vc SEDIMENT STORAGE SECT/ON C -C PROFIT E HOR/Z. SCALE: 1`20' FINISH GRADE VERT. SCALE: 1 "= 5' ELEVATION (TYP) /NS/DE DROP CONNECT/ON PER DETAIL THIS SHEET ' 10' REMOVABLE A TE �cV-REMOVASLE GATE /12-!-V4UL T OUTLET PIPE / E 216i_0 / 6 "IGRA V/TY DRAIN 6f 00 6f 50 7f 00 NW 1/4. NW /E 210.0 \ PALL INING 6'x7' OPENING FOR MAINTENANCE \ ACCESS BETWEEN CELLS a r 3LF 6" PVC 0 S=G r 7 I I I I I CONNECT FOOTING DRAIN TO VAULT GRAVITY DRAIN DOWNSTREAM OF GATE VAL VE EX ROCK LINED DITCH SCALE: 1" = 20' 0 10 20 40 DETENTION SEC. 20. TWP.23 N , RGE. 5 E. W. M. %OR DETAIL SCALE- 1"--20' FIN/SHED GRADE PROF/LE (TYP.) COVER VAR/ES / TING GRADE EX/ST/NG GRADE ELEVA T/ON (TYP) SECT/ON B -B PROFIT E HOR/Z. SCALE: 1"--20' VERT. SCALE.- 1 "= 5' FINISH GRADE ELEVA T/ON (TYP) 1f50 1f00 230 225 220 215 210 12 TEE VAULT INLET 220.70 v ",� _W. 0. SURFACE 'REL/NSR" BRAND STAINLESS EL. 215.20 STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EOUAL. SEE NOTE 2 12 IE 213.20 90BEND NO TES. 1. ALL P/PSE AND RTT/NGS SHALL BE S/MALAR SIZE AND MATER/AL AS INCOMING MAINL/NE. 2. 'REL/NER" BRAND STAINLESS STEEL ADJUSTABLE CLAMP/NG BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SP/GOT ENDS OF EACH DROP P/PE. STRAPS SHALL BE INSTALLED WITH A MAX/MUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UT/L/Z/NG STA/NLESS STEEL EXPANS/ON BOL TS. M/N. 2 EACH A T CONNECT/ON PO/NTS. /NS/DE DROP CONNECT/ON FOR DETENTION VA UL T RISER ELEV. 222.20 NON-METALLIC LADDER STEPS (TYP) STAINLESS STEEL STRAPS 24 " CTRS. M/N. 12"x12"x12"x8" ALUM/NUM- CMP CROSS 12"/E215.20 205 NON-POUROUS, NON- SHR/NK/NG GROUT AROUND P/PE AS RE0 D (T).) 6" /E 213.20 200 GATE VALVE NO SCALE DR/LL OR MACH/NE CUT 3/410 ORIFICE /N RES TRIC TOR END VA U RIM 226.00 10' iLL PIPE VA UL T RES TRIC TOR PLAN DETAIL 1 "-2' HORZ. 1 "=2' VERT. 0 (TYP) COUPLING (OPTIONAL) i ES/G/V _W._S. v � o W j EL. 222.3 REO D ELEV. CELL /2 CELL 1 / 7' LIVE Q� WELDED ELBOW MACH/NE CUT OR DR/LL ORIFICE 6"MAX. STORAGE V W. 0 SURFACE EL. 215.2 6" FOOT/NG m Li w 2' DEAD 4' DEAD DRAIN 6" FOOT/NG 0 STORAGE STORAGE 0 /E 213.2 DRAIN 213.2 j Q' TOP OF SED/HENT IE 213.2 2)2.64 > _ _ STORAGE 213.2 z EL. 211.2 210.4 w 210.4 3: 0' 209.9 12" A VERAGE FnQ SEDIMENT STORAGE EX/ST/NG GRADE ELEVA T/ON (TYP) SECT/ON B -B PROFIT E HOR/Z. SCALE: 1"--20' VERT. SCALE.- 1 "= 5' FINISH GRADE ELEVA T/ON (TYP) 1f50 1f00 230 225 220 215 210 12 TEE VAULT INLET 220.70 v ",� _W. 0. SURFACE 'REL/NSR" BRAND STAINLESS EL. 215.20 STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EOUAL. SEE NOTE 2 12 IE 213.20 90BEND NO TES. 1. ALL P/PSE AND RTT/NGS SHALL BE S/MALAR SIZE AND MATER/AL AS INCOMING MAINL/NE. 2. 'REL/NER" BRAND STAINLESS STEEL ADJUSTABLE CLAMP/NG BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SP/GOT ENDS OF EACH DROP P/PE. STRAPS SHALL BE INSTALLED WITH A MAX/MUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UT/L/Z/NG STA/NLESS STEEL EXPANS/ON BOL TS. M/N. 2 EACH A T CONNECT/ON PO/NTS. /NS/DE DROP CONNECT/ON FOR DETENTION VA UL T RISER ELEV. 222.20 NON-METALLIC LADDER STEPS (TYP) STAINLESS STEEL STRAPS 24 " CTRS. M/N. 12"x12"x12"x8" ALUM/NUM- CMP CROSS 12"/E215.20 205 NON-POUROUS, NON- SHR/NK/NG GROUT AROUND P/PE AS RE0 D (T).) 6" /E 213.20 200 GATE VALVE NO SCALE DR/LL OR MACH/NE CUT 3/410 ORIFICE /N RES TRIC TOR END VA U RIM 226.00 10' iLL PIPE VA UL T RES TRIC TOR PLAN DETAIL 1 "-2' HORZ. 1 "=2' VERT. REMOVABLE WATERTIGHT COUPLING (OPTIONAL) i 4 " AL UM/NUM CMP v � o W j REO D ELEV. 6 " MIN. Q� WELDED ELBOW MACH/NE CUT OR DR/LL ORIFICE 6"MAX. IN END PLATE V REMOVABLE GRATE 223.70 MAX. W.S. ELEV. 222.30 4"ELBOW W/TH 1511610 ORIFICE SEE ELBOW DETAIL, THIS SHEET EL. 220.30 4" ELBOW W/TH 011610 ORIFICE SEE ELBOW DETAIL, THIS SHEET EL. 219.20 HANG SHEAR GATE ROD AND HANDLE. ON LADDER ti EL. 211.20 4' MIN EL. 213.20 L T RES TRIC TOR DETAIL 1 "=2' HORZ. 1 "=2' VERT. ELBOWDETA/L NO SCALE NOTES 1 ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE GAL VAN/ZED AND ASPHAL T COA TED (TREA TMENT 1 OR BETTER) 2. PROVIDE WATER STOP AT ALL CAST -IN-PLACE CONSTRUCT/ON JOIN Ts PRE-EXIST VAUL TS SHALL HA VE APPROVED RUBBER GASKET SYSTEM. 3. VAUL TS X10' WIDE MUST BE USE REMOVABLE LIDS 4. PREFABR/CA TED VAUL T SECT/ONS MA Y REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORTS 5 X10' OPEN/NG OVER MAIN VA &Z T. AL TERNA TI VEL Y, ACCESS CAN BE PROVIDED VIA A SIDE VESTIBULE AS SHOWN. 5. ALL VAUL T AREAS MUST BE WITHIN 50' OF AN ACCESS PO/NT. 6. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE L OCA TED OUTS/DE THE TRA VEL LANES. AL TERNA T/VEL Y, MUL T/PLE STANDARD L OCK/NG MANHOLE COVERS MA Y BE PROV/DED. SPAC/NG OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON THE CENTER, TO FAC/L/TATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONL Y TO BE PROVIDED A T THE OUTLET PIPE AND INLET P/PE. DA TUM NA VD 88 BASIS OF BEAR/NGS N89 5925 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 BRASS P/N /N CONCRETE MONUMENT L OCA TED A T THE IN OF SOUTH 7TH STREET AND REN TON A VENUE SOUTH. ELEVATION 305.80 (93.210M) i � o N Li V Q m Li w L� O j Q' w > z z O w 0 3: 0' FnQ Q w 0 0 0 o Q SHEET OF C4.31 16 PROJECT NUMBER 04139M h K m FRAME AND VANED GRATE 2N �' S• 6" OR 12" ONE #3 BAR HOOP FOR B" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION rSFF^?o+ PIPE ALLOWANCES �s)1 MAXIMUM PIPE MATERIAL INSIDE CATCH BASIN DIAMETER DIAMETER REINFORCEDOR 12" PLAIN CONCRETE 4" ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) N ¢ ? SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) DUMP PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) w O * CORRUGATED POLYETHYLENE STORM SEWER PIPE `g�E �s)1 NOTES BASIN DIMENSIONS CATCH BASIN DIAMETER 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall MOTU J 4 ¢ 4" CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) be used with the minimum required rebar shown in the ALTERNATIVE 8" HANDHOLD Sq^ N ¢ ? a OUTFALL PRECAST BASE SECTION. Wire mesh shall not be placed in the DUMP NO POLLUTANT 1O v GROUT, TYPICAL (SEE NOTE 5) w O 8" knockouts. #3 BAR EACH CORNER 6" FLAT SLAB TOP Z 12" 0.35 0.24 84^ m v #3 BAR EACH SIDE #3 BAR EACH WAY ' PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT O MARCH 2008 4 1 Z =O PIPE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER Ca MOTU J 4 ¢ 4" CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) m 3 8" HANDHOLD Sq^ N ¢ ? RECTANGULARADJUSTMENTSECTION OUTFALL TO STREAM DUMP NO POLLUTANT TOP 4 EQUAL SPACES 4 EQUAL SPACES F SECTION O SLOT - SEE DETAIL AND NOTE 1 SECTION O N 3!4" 1 1/4" BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL DEPARTMENT VANED GRATE 'E'EN tp MARCH 2008 NW 1/4. NW STEPS R LADDER `r r Z Q FILLET y REINFORCING STEEL(TYP.) 1Y GRAVEL PIPE ZONEEBEDDING 6'6" SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER 'O' RING Igo_ GRAVEL BACKFILL FOR 6= PIPE ZONE BEDDING SEPARATE BASE PRECAST SEC. 20. TWP.23 X RGE. 5 E. W. M. PIPE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS MAXIMUM BASE KNOCKOUT THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE in2/ft. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATEBASE INTEGRALBASE ¢ 4" CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) m 3 8" HANDHOLD Sq^ N ¢ ? RECTANGULARADJUSTMENTSECTION 42" 8" OR CIRCULAR ADJUSTMENT SECTION 60^ 1O v GROUT, TYPICAL (SEE NOTE 5) w O 8" 0.25 0.25 Q 6" FLAT SLAB TOP Z 12" 0.35 0.24 84^ 8" 12" 72" 12" 0.39 0.29 O 8" 12" lxi 4a', 54', 60', 72', 84' OR 96' 0.39 0.29 60" m MORTAR (EYP.) STEPS R LADDER `r r Z Q FILLET y REINFORCING STEEL(TYP.) 1Y GRAVEL PIPE ZONEEBEDDING 6'6" SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER 'O' RING Igo_ GRAVEL BACKFILL FOR 6= PIPE ZONE BEDDING SEPARATE BASE PRECAST SEC. 20. TWP.23 X RGE. 5 E. W. M. NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All rade rin s risers and castin s shall be set in mortar in accordance with PIPE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS MAXIMUM BASE KNOCKOUT THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE in2/ft. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATEBASE INTEGRALBASE 48" 4" 6" 36" 8" 0.23 0.15 Sq^ 4.5" 8" 42" 8" 0.19 0.19 60^ 5" 8" 48" 8" 0.25 0.25 72• 6" 8" 60" 12" 0.35 0.24 84^ 8" 12" 72" 12" 0.39 0.29 98^ 8" 12" 84" 12" 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All rade rin s risers and castin s shall be set in mortar in accordance with 9 9 9 O Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) Standard Specification 9-04.3. 2M (std. Spec. 9-05.12(1)) (�K) (Std. Spec. 9-05.12(2)) �Y O : PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT 'Eg O MARCH 2008 HO SEE NOTE 29" MIN. 1" MIN. 20114" TYR PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALL CONCRETE METAL CPSSP SOLID WALL PVC 2O PROFILE WALL PVC @48" 4V • rO 24" 30" 24" 27" 30" 54" 30" 36" 30" 27' 36" 60" 1 36" 42" 36" 72" 42" 54" 42" co 0 84" 54 60" 54" CO 96" 60" 72" 60" m w 9 9 9 O Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) Standard Specification 9-04.3. 2M (std. Spec. 9-05.12(1)) (�K) (Std. Spec. 9-05.12(2)) �Y O : PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT 'Eg O MARCH 2008 HO SEE NOTE 29" MIN. 1" MIN. 20114" TYR TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.)'! HOOD ISOMETRIC VIEW EBRIS GUARD ANED GRATE TAME DETAIL SECTION O CATCH BASIN =34" (WIDE SIDE) :ATCH BASIN TYPE 1 :40" (WIDE SIDE) TCH BASIN TYPE 1L FRAME SEE NOTE 1 SECTION OA NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar / Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x - 11 NC x 2" allen head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5- Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. TY a� : PUBLIC WORKS OPEN CURB FACE STD. PLAN - 203.00 .� DEPARTMENT FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 LANE LINE MARKING 7,-8" STANDARD VEHICLE WHEEL PATH 3' 4.5' MIN. MIN. 1' MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W bW! *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. - 1 "-ACP CLASS* \ MIN. 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT Uti�Y p� ADOPTED CITY OF RENTON ♦ � f STANDARD PLANS LST DATE: 02/05 02 2005 MODIFIED NOTES DCV DC 07/2004 MODIFIED NOTES Dcv cz DATE I REVISION I BY JAPPR D DWG. NAME: H032 SP PAGE: H032 ' 24" BOLT DOWN SLI DETAIL AND NO - 0 z 2 112" DIA . H LE 0 a SEE NOTE 4 0 O O�Op J �o�000 O O O Q�QQO�O ODO�Q�Q�Q .3 r• J N (TYP.) 'f. •.p 4V • rO IN 1 SEE NOTE 2 '7K _ L_j (TYP.) o ? N Z N K TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.)'! HOOD ISOMETRIC VIEW EBRIS GUARD ANED GRATE TAME DETAIL SECTION O CATCH BASIN =34" (WIDE SIDE) :ATCH BASIN TYPE 1 :40" (WIDE SIDE) TCH BASIN TYPE 1L FRAME SEE NOTE 1 SECTION OA NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar / Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x - 11 NC x 2" allen head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5- Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. TY a� : PUBLIC WORKS OPEN CURB FACE STD. PLAN - 203.00 .� DEPARTMENT FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 LANE LINE MARKING 7,-8" STANDARD VEHICLE WHEEL PATH 3' 4.5' MIN. MIN. 1' MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W bW! *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. - 1 "-ACP CLASS* \ MIN. 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT Uti�Y p� ADOPTED CITY OF RENTON ♦ � f STANDARD PLANS LST DATE: 02/05 02 2005 MODIFIED NOTES DCV DC 07/2004 MODIFIED NOTES Dcv cz DATE I REVISION I BY JAPPR D DWG. NAME: H032 SP PAGE: H032 ' 24" BOLT DOWN SLI DETAIL AND NO - B TOP 4 314" Lim -� 3" SEE NOTE 2 SECTION OA 5" 3 1/2" 112' 314 314" ��8„-11 4 I _ 3/4" DIAM. HOLE 1 114 1 112" 1/2" DIAM. HANDLE 518 SECTION O BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION BO NOTES 1 Provide two slots in the cover that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. 2. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4. For Frame details, see City of Renton Standard Plan 204.00. ISOMETRIC PUBLIC WORKS RECTANGULAR SOLID STD. PLAN - 204.10 DEPARTMENT METAL COVER t MARCH 2008 2" CLAS *2" TO 6" C OR CI MIN MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOWA6L_L- FILL. OR AS REQUIRED BY ENGINEER I� 6.5' MIN. - 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED a� CITY OF RENTON 4 STANDARD PLANS LST DATE:02/05 DWG. NAME: H032-1 SP PAGE: H032.1 U 2 112" DIA . H LE 0 0 O O�Op J �o�000 O O O Q�QQO�O ODO�Q�Q�Q B TOP 4 314" Lim -� 3" SEE NOTE 2 SECTION OA 5" 3 1/2" 112' 314 314" ��8„-11 4 I _ 3/4" DIAM. HOLE 1 114 1 112" 1/2" DIAM. HANDLE 518 SECTION O BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION BO NOTES 1 Provide two slots in the cover that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. 2. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4. For Frame details, see City of Renton Standard Plan 204.00. ISOMETRIC PUBLIC WORKS RECTANGULAR SOLID STD. PLAN - 204.10 DEPARTMENT METAL COVER t MARCH 2008 2" CLAS *2" TO 6" C OR CI MIN MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOWA6L_L- FILL. OR AS REQUIRED BY ENGINEER I� 6.5' MIN. - 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED a� CITY OF RENTON 4 STANDARD PLANS LST DATE:02/05 DWG. NAME: H032-1 SP PAGE: H032.1 IN U .3 r• J �I 'f. •.p 4V • rO IN 1 IN U LZ co co W co C� LO '7K _ L_j (N Z K Z C C LL N W Z 3 co 0 j � opo Z CO Z Q m w Z Q J II � IL W rZ V Z Z O LU Q Z 3 ­- (n Q W Q W 0 Z 0 SHEET Z C4.32 16 PROJECT NUMBER W LZ Q Q '7K _ L_j O Z Z V Q m w O 0 � IL W Z Z O W 0 3 ­- (n Q Q W 0 Q SHEET OF C4.32 16 PROJECT NUMBER 04139M NW 1/4. NW 1/4, SEC.20, TWP.23 N, RGE. 5 E., W. M. STA 7t28, 23 f F CUT /N. x8" TEE r 2-8" GATE V,AL VES (FL -x ) 1-82�8 SLEEVES-H61"�A- j I� p p 9 RT. -, �, EX. HYDRANT TO BE REMOVED STA 0* 2i " „ � I STA 5t 14, 7.0 RT, 1-8 90°BEND-fMJJ/(�410f�/ I I CONNECT TO EX. 12 TEE _ BY CITY A T 4A TER DA TE. 112"x8" REDUCER (FL) �"I TYPE 1 1^-8"x6" TEE (M✓xFL� CONC. BLOCK/l1 3-- 1N6 GATE VAL VE (FLxM✓) PER C. 0. R. STD FI AN NO 3fI0� / 1-8" GATE VAL VE (FLxM✓� RIM 23F SHEET 50 PER C. 0. R. STD. PLAN 300. 8" E 23L ,. HYDRANT ASSEMBL Y --�0-�- 63LF 8 D/ CONC. BLOCK/NG _ 1 ON SHEET C5.31 _ '� 12 W 2 PER C.O. R. STD PLAN N0. 310.1 �r 27.7 PE 1 - Alignmenl e E s 4 STA 1145, 7' RT. ON SHEET C5.31 � e�-'£3120 6" DI 6.28 I I TrE I Ca Stofiori 1tt1 3 8" 233' 1-8"x6" TEE (M✓xFL _ 6' coNc 28 RIM 237.85 - Offset - S 233.97 SSMH STA 7t05, 7� RT C W F 4. 1-6 GATE VAL VE LXM✓) RIM 232.91 STA 5t08, 7.0 RT. C N 6" E 235.95- rfhing= X58 423 " 1-8 45°BEND M✓ v22- lfYBRANT ASSEMBL 8" N s 1 GA TE VAL VE (M✓� 8" SW 235.5,5_ Eo= ing=1 0199 981 _ s7 .�H CONCRE7)v(/, G sCONC- BLOCK/NG224.98 CTR CHNL TYPE 1 CB �Y E RIM 229.94 227.65 RIM 2227] - ® ® \Nc0 C W 228.66 EX 4 WA D W 55 8 DI E & N� i \ - ® * �S 2 5.3 CHi \ EX 4 WA - EEDAffA VEVUt SOV77 -- _ - - 2t00 w EX 12" WA -+ " QQ 2 68L 8 - -- I sfo0 _ _ 7f �I �I E .33 \ SSMH -/\\ RIM 238.15 / �fi5 9 8" E ��- - -- \\ -- -- -- ------ - 01'25 E 8" N & c, �. r --- - �----- ----- - -J222-� 6 IE231.00 I I 6"1E 227.50 f- --- -I»25.18 r / �` \ 1 ' T RM RA/N l I 1 6 If 226.50 I 1 I �\ 218 EX. STORM DRA/N / �\ 0 S 0 D 1 I I I I 290- 6 IF 226.00 \\ 6 ` / TO REMAIN , i`�\ \ EASEME,'VT (TYP.) I 1 I I I I I , I I 2 I 1 4 ► ► 5 ► \ 1 7 \ \ PAD 1 PAD PAD _1 _PAD PAD_ I PA \ l `y' I PAD �\ 237.3 1 1 236.2 234.0 233.6 1 - ` l /��\\ \ I I S/DE SEWER I I I 232.4 1 230.0 1 229.0 1 S/DE SEWER ,� 1 1 CLEANOUT (TYPE 1 I I 1 WATER METER I 6" lE 226.02 \ I Ze l I� / \\ R T 1 1 I I SERV/CE W/ 1 SRV 1 � COR . S D. �L lI� - PER C. 0. R. STD. I I"1' I I 202 I TNG WAIL / N0. 496.T ---- �PLANNO. 403 I ------J PERLIlR SIfJ� �- ---- W --------� - I CI'� _ // ` SHEET C5.32 ON SHEET C5.32 320.1 AND 340.5 ON I �0� J �� / I c J �\\�\\\ ` 6" lE 22"k70 SHEET C5.31��� EX/STING RIGHT�- _ _ _ - _ - - - - - - _ - - - WA �' �i�\ \\\\� _ _ - 230- -----A-1-'f--45-74 =AC-rA --- _--_- - ------- 90A _-- 220 = I I / l �I I 245 240 235 230 225 220 215 210 205 200 EX 12" WA _ EX/ST/NG GRADE ARANCE @ f (TYP) ETHAFOAM PAD --- 3LF 8 D. 1. ---------- - J68LF ------ ---------- EX/ST/NG 12 8--" SD D./ TO REMAIN - - - - - - -EX W O EX/ST/NG GRADE ELEVATION (TYP) 0*00 0*50 1f00 1f50 2f00 --------- --------- ---------- 36LF 8" D.I. SS 190LF 8" D1 O m 12" ,5D h CEDA R A VENUE SO U TH PROF-ILE HOR/Z. SCALE: 1 "- 40' VERT. SCA L. E.• 1 "- 5' V Z W STANDARD UT/L/TYNOTES DA TUM GENERAL 1. ANY DEV/AT/ONS REGARD/NG THE WATER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE CITY OF RENTON, UTILITY DIVISION ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION /N THE FIELD. 2. ALL WORK AND MA TER/AL S SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND DETAILS OF THE CITY OF RENTON WATER AND SEWER SPECIFICATIONS AND DETAILS SHALL BE THE SPECIFICATIONS AND DETAILS IN EFFECT ON THE DATE OF APPROVAL OF THESE CONSTRUCTION DRAWINGS. 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR L OCA TING ALL EXISTING UNDER- GROUND UTILITIES. CALL UNDERGROUND L OCA TE SERVICE, 1-800-424-5555 FOR UTILITY MARKING. 4. NO WORK SHALL COMMENCE PRIOR TO A PRE -CONSTRUCTION CONFERENCE AT THE CITY OF RENTON. 5. COORDINATE WITH LANDSCAPING IMPROVEMENTS. NO TREES SHALL SE PLANTED WITHIN 8 FEET OF WATER OR SEWER IMPROVEMENTS. I it 1. ALL FIRE HYDRANTS SHALL BE COVERED WITH A BURLAP SACK UNTIL THE WATER SYSTEM HAS BEEN PLACED INTO SER VICE 2. FIRE HYDRANTS SHALL BE EOU/PPED W/TH 5 " L OCK/NG STORZ CONNECTORS. 3 ALL NEW RES/DENT/AL STRUCTURES SHALL HAVE INSTALLED AN APPROVED RES/DENT/AL FIRE SPRINKLER SYSTEM. SEWER 1. SIDE SEWERS SHALL HA VE A MIN/MUM SL OPE OF 29 2. NEW SANITARY SEWER MA/NS SHALL BE PLUGGED AND NOT PUT INTO SERV/CE UNTIL L /NES HA VE BEEN CL EANED, FL USHED AND TESTED. 245 w 235 230 225 220 215 210 205 fo NA VD 88 BASIS OF BEAR/NGS N895925 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH OUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 BRASS P/N /N CONCRETE MONUMENT L OCA TED AT THE INTERSECTION OF SOUTH 7TH STREET AND RENTON A VENUE SOUTH. ELEVATION 305.80 (93.210M) TRENCH RESTORA TION PER C. 0. R. STD. PL AN H032 I ON SHEET C5.32 AND C. 0. R. TRENCH RESTORA TION AND 0VERLA Y REQUIREMENTS. SCALE. 1" = 40' 0 20 40 80 a �N�2 A•3 QQ�=Lj o� of N04 v s z V) 2f 50 3f 00 3f 50 4f 00 4f 50 5f 00 5f 50 6f 00 6f 50 7f 00 7f 50 STANDARD UT/L/TYNOTES DA TUM GENERAL 1. ANY DEV/AT/ONS REGARD/NG THE WATER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE CITY OF RENTON, UTILITY DIVISION ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION /N THE FIELD. 2. ALL WORK AND MA TER/AL S SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND DETAILS OF THE CITY OF RENTON WATER AND SEWER SPECIFICATIONS AND DETAILS SHALL BE THE SPECIFICATIONS AND DETAILS IN EFFECT ON THE DATE OF APPROVAL OF THESE CONSTRUCTION DRAWINGS. 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR L OCA TING ALL EXISTING UNDER- GROUND UTILITIES. CALL UNDERGROUND L OCA TE SERVICE, 1-800-424-5555 FOR UTILITY MARKING. 4. NO WORK SHALL COMMENCE PRIOR TO A PRE -CONSTRUCTION CONFERENCE AT THE CITY OF RENTON. 5. COORDINATE WITH LANDSCAPING IMPROVEMENTS. NO TREES SHALL SE PLANTED WITHIN 8 FEET OF WATER OR SEWER IMPROVEMENTS. I it 1. ALL FIRE HYDRANTS SHALL BE COVERED WITH A BURLAP SACK UNTIL THE WATER SYSTEM HAS BEEN PLACED INTO SER VICE 2. FIRE HYDRANTS SHALL BE EOU/PPED W/TH 5 " L OCK/NG STORZ CONNECTORS. 3 ALL NEW RES/DENT/AL STRUCTURES SHALL HAVE INSTALLED AN APPROVED RES/DENT/AL FIRE SPRINKLER SYSTEM. SEWER 1. SIDE SEWERS SHALL HA VE A MIN/MUM SL OPE OF 29 2. NEW SANITARY SEWER MA/NS SHALL BE PLUGGED AND NOT PUT INTO SERV/CE UNTIL L /NES HA VE BEEN CL EANED, FL USHED AND TESTED. 245 w 235 230 225 220 215 210 205 fo NA VD 88 BASIS OF BEAR/NGS N895925 "W ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECT/ON 20 BETWEEN THE FOUND NORTH OUARTER CORNER AND THE FOUND SECT/ON CORNER PER RECORD OF SURVEY RECORDED UNDER RECORD/NG NUMBER 2000101012900001. BENCHMARKS CITY OF RENTON BENCHMARK NUMBER 418 BRASS P/N /N CONCRETE MONUMENT L OCA TED AT THE INTERSECTION OF SOUTH 7TH STREET AND RENTON A VENUE SOUTH. ELEVATION 305.80 (93.210M) TRENCH RESTORA TION PER C. 0. R. STD. PL AN H032 I ON SHEET C5.32 AND C. 0. R. TRENCH RESTORA TION AND 0VERLA Y REQUIREMENTS. SCALE. 1" = 40' 0 20 40 80 LN a �N�2 A•3 QQ�=Lj LN N I a ? QQ�=Lj o� of N04 v s z V) zrV W Z � Q) j � o Z v m � - Z �mw Q J CL Z w > C� z W O � Z 3: 0� -- cn Q w Q W o z 0 0 o Q SHEET z C5.01 16 PROJECT NUMBER W N I QQ�=Lj o�� s z zrV z �mw O w > z z O w 0 3: 0� -- cn Q Q w o 0 0 o Q SHEET OF C5.01 16 PROJECT NUMBER 04139M N I EXISTING WATER LINE PLAN VIEW TESTING DETAIL * f8 FT .. � NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLND FGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE iY -DU3- C WOR -<S CONNECTION TO WATER MAIN CUT STD. PLAN - 300.2 3J�AR^V13N^ IN-LINE TEE & ONE VALVE MARC 2010 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, NC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN. 12" MAX FINISH GRADE CITY PRIVATE PIPING PROVIDE SLACK IN COPPER PIPING SERVICE LINE TO METER. 36" MIN COVER ° o N M J IIN UNIMPROVED RIGHT OF SINGLE CHECK VALVE ON OUTLET -- WAY INSTALL METER BOX AT SOFTN °n oo McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 PROPERTY LINE WITH 12" COPPER TUBING w LONG COPPER TAILPIECE. w aI SIDEWALK 1 EA. � a PRIVATE PIPING L - LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER TOUCHREAD WATER METER TO BE SERVICE LINE TO METER. 36" MIN COVER ° o N M SUPPLIED BY THE CITY 12 z a v' > SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD TYPE "K" SOFTN °n oo McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701B COPPER TUBING (1" F81000 -4-Q) OR AY MCDONALD 4701B 22-1 /2' z ALL FITTINGS SHALL BE WITH QUICK JOINT. NEW DUCTILE 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, IRON t WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS u_ WATERMAIN AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. IF SERVICE LINE TO HOUSE IS 3/4" OR 1" VARIABLE 6 TO BE INSTALLED IN THE FUTURE GALVANIZED V Z CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO INSTALL FORD C14-33 OR 44 FIPT PLUG FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 1 INSIDE x COMPRESSION COUPLING DIMENSIONS, EQUAL TO BROOKS METER BOX L - LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR 4 EA. MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000 -4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. z ALL FITTINGS SHALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB N OTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. �O -)U3- C WOR�CS 3/4" AND 1" WATER SERVICE STD. PLAN - 320.1 NOV:IM3:1R 2009 ±10 FT EXISTING WATER LINE NW 1/4. NW 1/4, SEC.20. TWP. 23 N. , RGE. 5 E. , W.M. TESTING DETAIL EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER LINE VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1 -BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES -DU3_ C WOR4S CONNECTION TO WATER MAIN STD. PLAN - 300.5 Nzo 33�AP^MSV^ EXISTING TEE OR END LINE CAP MARC 2010 INSIDE HOUSE PREFERRED CONFIGURATION (� 5 d d,0 8 10 4 2 FLOW ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL 7 24" MIN 7 7 6" , FROM 6" WATER rt::: TYP .... METER 1 10 3 10 8 10 4 O FLOW 2 # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. O O THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR W EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33 00 OR EQUIVALENT z 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, Q t WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS u_ N AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. V Z CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO � m h FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 1 INSIDE Q DIMENSIONS, EQUAL TO BROOKS METER BOX L 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE Z REQUIRED -I 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION S �a DU3- C WOR,CS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5 * 330AR^MSN^ VALVE ASSEMBLY S MARC 2010 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG ✓' y ------ VERTICAL VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BUND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BUND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN ZY _DU3_ C W0R4S POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 ' 33�A�^V1JV^ WATER MAINS p� MARC 2010 FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE J THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 �6 CUT MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB —4.875" x 5" STORZ — 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK EXPANSION JOINT AT BACK OF SIDEWALK -�CONCR SIDEWALK OR PLANTING ING STRIP 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING " MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR -TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK - 1 6 6" CONCRETE PAD LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD FI LL HYDRANT LOCATION IN CUT OR FILL iY -DU3- C W0R4S FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 MARC 2010 J cn U N: 2 J 1 N cn U Z LZ O O h CO W Utrj 00 v z CN04 rf a K Q t u_ N NN V W Z 3 � r^ j � Ci0 V Z V � m h Z Q Vim' L Z L -I J 0- � ILW rZ V ' Z Z �7 W Z 3: 0� 04 Fn Q w Q w 0 Z 0 SHEET OF C5.31 Z6 PROJECT NUMBER W 1 N LZ Q QLi C) Q V V LZ T_ Q m L L -I O 0 � ILW Z Z Q Li 0 3: 0� Fn Q Q W 0 Q SHEET OF C5.31 Z6 PROJECT NUMBER 04139M 1 N N I NW 1/4. NW 1/4, SEC.20. TWP.23 X. RGE. 5 E. W. M. / / I BEGIN SPLIT 25o RAIL FENCE 3f� 0 S� SET TREE GREXISTING SHRUB (TYR) NG STORY 10' STREET EXISTING STREET TEE �)— ( ) ) LINETO — WHI PLANTER STRIP — — — — l BEGIN SPLIT FP \ _ RAIL FENCE vi / _ \ 2100 \ w w w wEB T I — 400 \ W —i►i,►�€ t0o — lL LJ� —� — — —�� 6t00 _ I I a ° GRA VEL ACCESS DRIVE a° e ° 2 ------- — —�' RETAINING A �6 ----- WLL it ° i S TREE T TREES L OCA TED X230 \ �� \ I I ��--------� r__------ /N PLANTER STR/P U�� \\ I I f I \ I I I WITHOUT EXISTING A I I I I I I I I I — TIL T/ES TO BE �� '� CENTERED IN PLANTER j I �� \ I I I I I I I �� I o}Er x i / END SPL /T RAIL o I fi- / FENCE STRIP (TYP) - —/ I \\ I I 2 I �3 i 4 i i 5 I 6 I 7 "x / \\ \\ I I I SIREFT TR 0 T I I I I I 22 -�_UI l / BE PLACED 2.5' I I 'i 1 I I I I FROM BACK OF \\ 1 I I I I PLANTER STRIP L ------J L -------J I------- I------- - - - - --- i ------I _------ ' IIIII �I \ III III II I , f 230 230 _ - 220 220 J I I I I TRA CTA \\\\ \\ ---- 210xt - =210 _--------------_-------=�1 I I \ 200 - 200 100 190 — \ i 180 _ — 180 170 — — — — — — — — — — END SPLIT — — — — — RAIL FENCE _ \ — 170- X— �X XIX X— r — — - - \ 160 ` - --- 160 z- O — 150 — / �150 140 --- - _— — — XIX=X 130 / \ \ \ \0 \ \ \ PROJECT NOTES AO STREET TREE PLANTING. SCALE: " — �J O' STREET TREE LOCATION /S APPROXIMATE. ADJUST AS NEEDED DUE TO CONFLICTS WITH UTILITIES AND/OR OTHER OBSTRUCT/ONS ENCOUNTERED. ROOT BARRIER TO BE USED WITHIN ALL PLANTER STRIPS CONTAINING 0 15 30 60 STREET TREES. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CERTIFICATE N0. 938 O O W LL, d Op = Q m v v > w W� O 0 v 1Y W > z z O w CD 3: o� Fn Q a - Q w � n 0 0 o Q SHEET OF L2.01 13 PROJECT NUMBER 04139M NW 1/4. NW PLANT SCHEDULE TREES OTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS • 8 ACER BUERGERIANUM TRIDENT MAPLE 1.5" CAL. MIN. AS SHOWN STREET TREE QUALITY 4 MALUS X 'RED BARRON' RED BARRON CRAB APPLE 1.5" CAL. MIN. AS SHOWN STREET TREE QUALITY n SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS Q 87 DAPHNE ODORA 'AUREOMARGINATA' WINTER DAPHNE 2 GAL AS SHOWN FULL & BUSHY 0 24 EUONYMUS ALATUS 'FIRE BALL' FIRE BALL BURNING BUSH 5 GAL AS SHOWN FULL & BUSHY O 77 PIERIS JAPONICA 'CAVATINE' LILY OF THE VALLEY BUSH 2 GAL AS SHOWN FULL & BUSHY 18 RHODODENDRON X 'ARNESON GEM' ARNESON GEM AZALEA 5 GAL AS SHOWN FULL & BUSHY GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 5,594 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POT 12" 0. C. 726 SF FESTUCA IDAHOENSIS IDAHO FESCUE 4 " POT 12 " 0. C. 267 SF LAVANDULA X INTERMEDIA 'GROSSO' GROSSO LAVENDER 1 GAL 18" 0. C. GENERAL LANDSCAPE NOTES 1.) THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK. 2.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK. 3.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTL Y NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, AL TERNA TIVE LOCA TIONS MA Y BE SELECTED BY THE OWNERS REPRESENTA TIVE 4.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADES AS REQUIRED. 5.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUANTITY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIA TEL Y AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONL Y SE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.) ALL PLANT MA TERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTA TIVE PRIOR TO PLANTING. ALL PLANT MA TERIAL SHALL CONFORM TO THE LA TEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI Z60.1). 7.) THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED. 8.) THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION. 9.) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPL Y ACCORDINGL Y. 10.) THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUSGRADES ARE MET. 11.) THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTA TI VE SOIL SAMPLES TO THE OWNERS REPRESENTA TI VE FOR TESTING BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB. 12.) THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1" ALL LAWN AREAS SHALL SE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS. 13.) THE LANDSCAPE CONTRACTOR SHALL SET FINISHED AMENDED SOIL DEPTH BELOW EDGE OF HAROSCAPE ELEMENTS PRIOR TO MULCH AND/OR SOD INSTALLATION. GRADES SHALL BE SET 3" BELOW ADJACENT HAROSCAPE SURFACES FOR PLANTING BEDS AND 1 " BELOW FOR LAWN AREAS. 14.) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" DEEP LA YER OF MUL CH IN ALL PLANTING BEDS. 15.) MUL CH SHAL L BE 1009 NA TURAL FIR OR HEML OCK, FINE GROUND, OF UNIFORM COL OR, FREE FROM D YES, WEED SEEDS, SA WDUST & SCRAP L UMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 16.) FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANAL PSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPLIED A T RA TES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDA TIONS AND SOIL TESTING LAB'S RECOMMENDA TIONS. 17.) WORK AREAS TO BE KEPT NEAT AND ORDERL Y AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEA TL Y TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO SE CLEANED BY BROOM AND/OR WASHED AFTER EACH DAY'S WORK OR MORE FREOUENTL Y AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PA VED AREAS SHAL L BE L EFT IN A NEA T AND CL EAN CONDI TION UPON COMPL ETION OF JOB. 18.) IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 19.) PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE RESPONSIBLE OFFICIAL. 20.) DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON-SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATEL Y AND SHALL NOT CREATE DRAINAGE PROBLEMS OFF-SITE OR IN OTHER AREAS OF THE PRO✓ECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. 21.) LAWNS SHALL BE HYDROSEEDED WITH "SIGNA TURF" AS SUPPLIED SY ✓B INSTANT LAWN OR APPROVED EQUAL. THE SEEDED AREA MUST BE PROTECTED BY A BARRIER WITH SIGNS THA T READ 'KEEP OFF NEWL Y SEEDED LAWN AREA" 22.) OWNER SHALL APPROVE PL ANT MATERIAL & PLANTING BED L OCA TION PRIOR TO INSTALLATION ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PL ANT MA TERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS. INSTALLA TION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED -IN, KEPT MOIST AND PROTECTED A T ALL TIMES FROM EXTREME WEA THER CONDITIONS. PLANTS SHALL BE STORED A T THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 23.) TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2x) THE DIAMETER OF THE TREES ROOT MASS. ADDITIONAL AERATION MA Y BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WA TER TUBES TO THE TREE PLANTINGS IN PA VED AREAS. 24.) STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 25.) SELECTION OF APPROPRIATE SPECIES AND PLANTING CONDITIONS SHOULD ENSURE TREES DO NOT DAMAGE SIDEWALKS OR CURBING WHILE STILL BEING CONSISTENT WITH THE APPROVED LANDSCAPING CONCEPT OF THE DEVELOPMENT AGREEMENT. 26.) PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED A T CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL. 27.) TREES, SHRUBS AND GROUNDCO VER L OCA TED ON PROPOSED L OTS SHAL L BE IRRIGA TED B Y FUTURE HOMEOWNERS. L ANDSCAPC STRIP PL ANT MA TERIAL IS CONSIDERED 1009 DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS OR UNTIL ESTABLISHMENT. SEC. 20. TWR23 X. RGE. 5 E. W. M. If 1 1/2 ROOTB1 DIA. T 2 x ROOTPALL DIA SHRUB NO SCALE PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LA YER MUL CH - TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULA TE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL PLANT (SPACING PER PLANT TYPE,- TO AVOID LANDSCAPE INTRUSION INTO SEE SCHEDULE) PATH WIDTHS THE FOLLOWING CENTER OF PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET.- F� CD CD # GROUND COVER: 18" �QJ SMALL SHRUBS (MATURE SIZE UNDER 3' TALL).- 2.5' • MEDIUM SIZE SHRUBS (MA TURF SIZE FROM 3' TALL TO 6): 3.5' • LARGE SHRUBS (MA TORE SIZE OVER 6' TALL): 4.5' a CD CD C aJ EQUAL PLANT LA POUT & SURFA CE TREA TMENT CONDITION 1: INSTALL ROOT BARRIER MINIMUM OF 1 ' AWA Y FROM EXISTING STORM LINE AND INSTALL TREE MIN. OF 2.5' FROM ROOT BARRIER. NO SCALE CONDITION 2: inirrnii nnnr nnnnir'n EXISTING STORY -1 DRAINAGE LINE (TYP.) NOTE.• 1. ROOT BARRIER TO BE NDS, MODEL RP -2450, OR APPROVED EQUIVALENT 2. INSTALL PRODUCT PER MANUFACTURERS SPECIFICA TIONS. 3. ALL TREES LOCATED WITHIN PLANTER STRIPS TO RECEIVE ROOT BARRIER. ROOT BARRIER NO SCALE P 41 M 1 1/2 ROOTS DIA. T 3x ROOTBALL DIA. GROUND COVER NO SCALE GROUNDCO VER 2" LA YER MUL CH - TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NA TIVE SOIL STAKING NOTES - RUBBER HOSE A T TREE, HOSE SHALL BE L ONG ENOUGH TO ACCOMMODATE 1 YEARS GROWTH AND PROTECT TRUNK FROM DAMAGE OR CHAFING & ASSURE PROTECTION OF BRANCHES. 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALL, AT 120' SPACING & INTO UNDISTURBED SOIL A MIN. OF 6" GAL VANIZED WIRE OR CABLE- TWIST WIRE TO TIGHTEN ONL Y ENOUGH TO KEEP FROM SLIPPING (ALL OW FOR SOME TRUNK MOVEMENT) 3' MIN 1 1/2 x ROOTBALL DIA. SPL /T RA IL FENCE NO SCALE e 0 ° e ° 0 e 0000 0 ° e 0 0 0 °° Z -O. e��o- 0e 0fj 0 0 0 e ° °0fj fj 00fj 0 0 e 0 0 0 e 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 e e ° 0e e 000 0 e o e 0 ee e e e ° e 2 x ROOTBALL DLA. TREE NO SCALE 44 CEDAR POST 2x4 SPLIT CEDAR RAIL (TYP.) HOLES IN POST FOR RAILS (TYP.) 4" OF AGGREGATE BACKFILL 4" AGGREGATE BASE UNDISTURBED SOIL TREE PRUNING TO FOL L OW ANSI 300A PART 1 STANDARDS PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TRUNK CROWN WITH SOIL. MIN. 2 " MUL CH A T 2' RADIUS AROUND TREE; DO NOT PLACE IN CONTACT WITH TRUNK. 4 IN. HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT. FINISH GRADE ROUGHEN EDGES OF PIT REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NON-BIODEGRADEBLE MA TERIAL SHAL L BE REMOVED COMPLETEL Y. TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRML Y WITH FOOT PRESSURE TO A VOID SHIFT OF ROOTBALL. SOIL LA YER PLACE ROOTBA LL ON UNEXCA VA TED SOIL PEDESTAL TO PREVENT SETTLING STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CERTIFICATE NO. 938 � v R� Z LQ O pQ v LQ W W p0 0�Q6 W Lo v O Q�Q h Z Oo v� � Wo O Q W O O a Z p p W W � a h > N x O s c u- 0 Q > > c Z V � N m v Z Z Q Z a 0 V v > W Z W� W W O 0z_ 0 V z w W � v R� Z LQ O pQ v LQ W W p0 0�Q6 W Lo v O Q�Q h Z Oo v� � Wo O Q W O O O O W 0 Q m v v > w W� O 0 v of w > z z O w CD 3: o� F-- (n Q Q W 0 0 0 0 Q SHEET OF L2,31 13 PROJECT NUMBER 04139M