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Home My WebLink AboutzS-4262setW Cfl N 17 O N 1 1 LU P Z O w X LU rr LU LU c/ i rr LL c/ i rr LU 2 U Q 'J^^ vJ 75 O H THOMAS LACHER SEWER EXTENSION NE 1/4 OF SW 1/4 OF SECTION 15, T. 23 N., R. 05 E., W.M. I CITY OF RENTON, KING COUNTY, WASHINGTON LEGEND I I ® FOUND CASED MONUMENT (AS SHOWN) BASIN ® SANITARY SEWER MANHOLE RIM AELC 394.94' 0 27' CATCH BASIN RIM EL=396.07' - -S- - UNDERGROUND SEWER MAIN NE 15" CONC IE=393.29' � SW 15" CONC IE=394.27' SW 15" CONC IE=393.19' FIRE HYDRANT J ASPHALT FLOW LINE THICKENED EDGE LrJ THICKENED EDGE OF SEWER CLEANOU- REMOVE CLEANOUT AND REPLACE WITH ® WATER METER OF ASPHALT ASPHALT RIM EL=398.81' 8' X 8" X 6" TEE PER SIDE SEWER STUB WATER VALI/E .. IE=t391.5' INSTALLATION, COR STD PLAN 406.1 ............. ... ASPHALT FLOW LINE i I . u.... W - WATER MAIN PAINTMARKS - --__-- i...... " -406 - ------ ---- X---X ---- x ' 406 ---- I......... SSMH-1 48=� --404 ---- �.•.•.•.•.•.•.•.•.•.•.•.•.•I•.•�...... A;OF:;4:SPHA T.. --------------------------404------- �W AIR RELEASE VALVE ASSEMBLY 12" CPP CULVERT IE=392.10' \"�:::::: OVERLAY (SHADED PER COR STD 400.1 - - -----__--_-_- 3 ..... t STA 10+13.23, --402 ----------------------- -- 402-------- g .......... t ........ PER::CO»:S.7D S...... . 0.33 _ R _ - RIM=396.90t' __-------- ---- AIR RELEASE PIPE --__ t...... HD32: &: HOMA.: -- - - -400 EDGE OF ASPHALT _o- I O_ 400 - - - - - - - - - - - ----------------- SEWER MANHOLE 392 0 -� 1'.•.•.•.•.•.• IE E -39220 i QW WATER MANHOLE-- � � � , 3 1...... T _---- - / " ......•'''''...... / � EDGE OF ASPHALT I RIM EL-395.85 --_- C . o - _ o FON GAS METER / . ...: :.:.:.:.:.:.:: f � . M. � :EDG : ... ..-- `� W 8" PVC IE=388.75' z. iFbU.Nb..CASED..1....fn...... ......... o- ........... f�....... ...:.:.:.:.:................... ....... W 8" PVC IE=379.60' ....................................................�.. .. .. .. ..........f .. .. ....... ......................................................... ...... ..................... » ............................................................................ F2 01 t......................................................... _ �.............. ... ....................../...$.ASS{E.........1.... E 8 PVC IE-379.25 GAS VALVE ................................................ n, r--- 50-8 PVC ®SL=0.0140 MATCH E IS E.�I.IFD.PL............... ................................•.•.•.•.•.•.......i.......................................................... KG i............}.05..00.(R2�..?•OA:85,.(M).....e.............................t............ ------------ X 11NG MA �...... ,... _ ..,................................................................................. LADDER (S) �...9 220,00 ..R.2... 2.1 y ...............'.'.='.'.� / 1...... -.....................1.......................................................... --�-� �` ......... _y . _ .. - 1 . ..... 1,9�•-8 _ _ ®• •SL-0:0140.................. (....) .....9. $$.(M.)............................................................................... . - .............../................................................... ................ GAS MAIN PAINTMARKS r..................................................../............................... �............... - - - -.5.-. ..-. 5. �......._._S.__ ._._S...._ ._._ - - �- S -.-. .�.. •_ •-•_•- - - - ...............-�_............................................t........9..............S............. ............. .... - ---- - r s - o+oo s s S ►rs FOUND CASED NAIL S -. ...............�................................................ ................ L - -....................................... . ........ .. �................ ......... ................................................ ................NEAfiCY SAi1 T AND RATGH- ✓V . 3?.. ,9a(R1)..2.4.73' M �..t ....................-........ _ rPMI POWER METER IN CONC MONUMENT..............................................�....... 1.1.+00......... 1 - - - t--�............................................w. •.•.•.•. PAVEMENT.PE, C0R S7D 110.1 IES= .32-6r.pit....................................................-......................... ..... �. .......N. 12+D0......... - - - - ............................................................................... I ` �ASFHAL.T ,CROW7V, (Epl; .QF .TRA.kEL. LANES, .. .. .PAVEMENT• .CROWN• �..... ......................o ...: w............... z .. •.•j.•.•.•.•.•.•.•.•.'.'.'.'.•.•.•.•.•.•.•.•.•.•.•I•.•.•.•.'.•.•.•.•.•.•.•.•.•.•.•.•.....•.•.•.•.•.•.•.•... CONSTRUCTION C L N8 . PJ POWER JUNCTION BOX ...................... ............................... ............................... 8284 " ® ,39............................................................r..... .............. INS _ �.,...................................................... 2W 1..............................rn................ to I NEW.32.LF..6..P{................................SIDE SEWER••L1NE LOC,gTfONS........{.................................... \............................2................................................................................... �, _................................... I . ...................................t.................................................. -t .. Ll� POWER TRANSFORMER ................................ �.................... ......\ ............. ...... y $IDE SEWER. ®. SL-O 020D;. ,.•.•.•,•,•,•,•,•,•,•,•,•,•,•,•.•.•.•.•,•,•,•,•,•,•,•,•,•,•,•,•.•.•.APP•Rf7XIM•ATE•'•PER'•'CC)R•'•�IS'.•.•.•.•.•.•.•.••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•�.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.••.•.•.•.•.•.•.•.•�.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. ® .............. I {.................................. .. I........ ❑ �......... CONC VER PA iD PLAN.406.1. ....................................................!�........ rn.. CENTER OF SLR 15 T23N ..............:.:.:.:.........................:.:.:.:............ �...... BLOCK WAL1.................................y.................................................... ❑T CABLE TV RISER �'�\ RE-ESTABL* GRASS �� .............................N.............. i._.. I R5E, W.M. AND PAVERS IN KIND 4 __ I FOUND CASED 1 1 /2" TELEPHONE MANHOLE I N88°28'42"W 57. SSCO IE=3 t96 EDGE OF ASPHALT I CONC DRIVEWAY - BRASS DISK WITH PUNCH c__ UTILITY POLE ANCHOR ...................... _ - _ \- - -T - - - - \37.63'(R 1) --- - \ REDUCE TO 4" PVC 20 LF � UTILITY POLE �� ' 0SL=0.02 MIN. FROM �\\ ��1 \T rn 20.00'(D) SSCO 0 PROPERTY LINE GATE L POWER POLE WITH DROP&LIGHT ^� \` \ G Z� SSC`O TO HOUSE CONNEC71ON - -OP- OVERHEAD POWER `� `�M} " EXIST. PER COR 406.1 & 406.2 / o` 6� CONC SHED E FACE BLOCK WALL / - -OT- OVERHEAD TELEPHONE/CABLE :: ::::::.:.:::.:.:.:.:.:.:.:.::: \ I 01- ON LINE �� LOT 311 THE PLAT OF EXISTING SIGN :: - :......... 12,; 'tb `':; " 1::::::::::::::: LOT 32 cn HIDEAWAY HOME SITES ❑ TELEPHONE RISER t V 81, PGS 88-89 CULVERT.,`:: .... ..�.�.�.�.�.�.�.� ................. IE=388.90'•'. ASPHALT APN 3276150320 N MBo MAIL BOX �. . . . . . . . . DRIVEWAY SITE AREA: / 9,181 SF o GATE POLE \......:.:.:.:.:.:.:.:.:.:.:. �....... ...............►...... ... 0.2 ACRES ,. rri W::::............:.:'::.o.................... �:::::........ e .. co......... . , -0- CHAIN LINK FENCE CLF �. EXISTING \ d cC°n ( ) �.. o.........';',;.' i CONIC WALKWAY RESIDENCE 30 ...t:.,•:: WOOD FENCE (WDF) �.. .••••••••• : I CONCRETE X WIRE FENCE (WF) \ �.=.. ' ' cn , , : ! FFF=397.55' '''''''' n n . GRAVEL � i 9LOCK / .. .. �. 1 EXISTING SEPTIC SYSTEM AND OC= CONCRETE RETAINING WALL \ "'' "' w cn 1 PLAN TER ' /''' ;BL©Gl::. ; ; o_ 1 i 1 // DRAINFIELD TO BE CAPPED ' ," / .. AND REMOVED PER KING - CONCRETE RETAINING WALL WA1 L..:.,•:" 1 ` I COUNTY DEPARTMENT OF a I -� ROCKERY o I HEALTH STANDARDS OR LOT 30 t 1 ABANDONED IN PLACE PAVEMENT tl I ram; ttt E FACE BLOCK WALL 1 -� t\ I 0. 3' E / .. CK GRAVEL WA_ \ `� LAND �AF�tTTG ..............:-. I `' `�� t S,R�CKERY BE :•;...::+:`�. CONCRETE ..:4.:.:... .:' �`` S� BE --BARK o \ �\ ems\ _1� \ .39� _---- �\� GRAPHIC SCALE LANDSCAPE AREA 30 \ ....•.•.........•...... I\ \t� \ O O G�` �� ti , 20 0 10 20 �\ �\ a - -- I \`,� U; \ C / I I SCALE: 1" = 20' CONIFEROUS TREE \\�� \\� 2(R� 20.42'(R1)\ \ i � DECIDUOUS TREE �\ N88°28 42 W ,i190. - o SHRUBS \ 88------_ ................... o i FIR TREE in i^ \ GIN FEFZLCNEE . DL rH....... N EDGE.HAL:•T::.:.....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...................:.:.:.:.:.:.:.:.:.:.:.:::::::::::::::::::::::::::::::::::::::::::::::::::::::......... va::::::::::::::::::................. :CEDAR TREE ........... 1 I MAPLE TREE - - : f:10: .... ' PLAT DIMENSIONS Xm� SE 136TH PL FOUND CASED BRASS x•(c) CALCULATED DIMENSIONS PIN IN CONC MONUMENT 1 SURVEYOR'S NOTES 1. THE PURPOSE OF THIS SURVEY IS TO DETERMINE THE LOCATION OF THE BOUNDARIES AND PROVIDE TOPOGRAPHIC INFORMATION OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A GEOMAX ZOOM 90 2" ROBOTIC TOTAL STATION AND TOPCON HIPER VR GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130. 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 4. THE LEGAL DESCRIPTION IS PER RECORDS OF KING COUNTY RECORDER'S OFFICE, RECORDING NO. 20190819000258, DATED AUGUST 19, 2019. 5. FIELD WORK FOR THIS PROJECT WAS PERFORMED IN FEBRUARY, 2023 AND IS THEREFORE A REFLECTION OF THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET IN FEBRUARY, 2023. 6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. • THE EXISTING UTILITIES AS SHOWN ARE ONLY APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE INFORMATION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE SIZE, TYPE, LOCATION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION, AND INFORM THE DESIGN ENGINEER OF ANY DISCREPANCIES. 0 0 0 Know what's below. Call before you dig. CIVIL1700 NW GILMAN BLVD, STE 200 ISSAQUAH, WA 98027 PHONE: (425) 821-5038 DISCLAIMER PORTIONS OF THE INFORMATION ON THIS DRAWING HAVE BEEN CREATED USING A SUBSET OF DATA OBTAINED FROM THE KING COUNTY GIS DATABASE, AND HAS NOT BEEN INDEPENDENTLY VERIFIED BY G2 CIVIL. THIS DATA IS PROVIDED FOR YOUR INFORMATION ONLY. G2 CIVIL DOES NOT ASSUME ANY LIABILITY FOR ANY ERRORS, OMISSIONS OR INACCURACIES IN THE GIS INFORMATION SHOWN. CONTRACTOR RESPONSIBILITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXISTING UTILITY NOTE ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. DISCREPANCIES IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. UTILITY CONTACTS SEWER: RENTON WASTEWATER ENGINEERING (425) 430- 7206 CONTACT.' MIKE BENOI T WATER: KING COUNTY WATER DISTRICT 90 (425) 255-9600 POWER: PUGET SOUND ENGERGY (888) 225-5773 FIRE: RENTON REGIONAL FIRE AUTHORITY STA TION 16 (425) 276-9500 m N a NE 15t St NE7stSt � NE list St h 0 NEIstSt Carepro Narttlwest Ignite Fitness 5iith Christine i sE 2hd St v � � SE 2nd5t m m a a � SE 2nd St x m SE 2nd St Q � m p N a n N m 2 S A m m SE2nd Pr SE 2nd PI SE2nd PI SE 136th SS SITEI►�grL r 3 N m c n m 9Copperwood c a m A A 0 L:j SE MO m 5 13 S mSE 138th St c p cE. a`C A s VICINITY MAP PROJECT DATA '"'J PROPERTY ADDRESS: 13606 139TH AVE SE RENTON, WA. 98059 TAX LOT NUMBERS: 3276150320 SI TE AREA: 9,180 SF (0.21 AC.) ZONING: R4 - RESIDENTIAL PROJECT CONTACTS OWNER: THOMAS C. LACHER 13606 139TH AVE SE RENTON, WA. 98059 (425) 687-6396 CIVIL ENGINEER: G2 Cl VIL 1700 NW GILMAN BLVD, SUITE 200 ISSAQUAH, WA 98027 (425) 821-5038 CONTACT. • EDWARD MECUM, PE SURVEYOR: INFORMED LAND SURVEY P.O. BOX 5137 TACOMA, WA. 98415 (253) 627-2070 CONTACT. EVAN WAHLSTROM, PLS LEGAL DESCRIPTION LOT 32, HIDEAWAY HOME SITES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 81 OF PLATS, PAGES 88 AND 89, IN KING COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF LOT 31 OF HIDEAWAY HOME SITES, AS PER PLAT RECORDED IN VOLUME 81, PAGE 88, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT, THEN EAST 20.0 FEET,• THENCE IN STRAIGHT LINE IN A SOUTHERLY DIRECTION TO THE SOUTHWEST CORNER OF SAID LOT, THENCE NORTH IN A STRAIGHT LINE TO THE POINT OF BEGINNING. HORIZONTAL DATUM/BASIS OF BEARING THE HORIZONTAL DATUM FOR THIS SURVEY IS NAD83191 WSPC NORTH ZONE, PER TIES TO CITY OF RENTON MONUMENT #0478 FOUND AT THE INTERSECTION OF UNION AVE SE AND SE 2ND PL AND CITY OF RENTON MONUMENT #1503 FOUND AT THE INTERSECTION OF UNION AVE SE AND NE 4TH ST THE BEARING BETWEEN SAID MONUMENT BEING: NORTH 00 5726" EAST AS SHOWN HEREON. VERTICAL DATUM THE VERTICAL DATUM FOR THIS SURVEY IS NAV988, PER TIES TO CITY OF RENTON BENCHMARK #0478 ELEVATION 391.0171 FEET FOUND AT THE INTERSECTION OF UNION AVE SE AND SE 2ND PL. UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH C1 30.00' 106°30'48" 55.77' C2 30.00' 73°29' 12" 38.48' C3 50.00' 43°09'25" 37.66' SURVEY REFERENCES R1) THE PLAT OF HIDEAWAY HOME SITES, RECORDED IN VOLUME 81 OF PLATS, PAGES 88-89 R2) THE PLAT OF KIMBER LANE, RECORDED IN VOLUME 91 OF PLATS, PAGE 13 RECORDS OF KING COUNTY RECORDER'S OFFICE S-426201 I R-426201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SAMorman 06/29/2023 WASTEWATER UTILITY jstowell06/29/2023 SURVEYED: SURVEYED SCALE: SCALE 1" = 10' HORVERTICAL. NAVD 1988 HORIZONTAL- NAD 1983/1991 �' CITY OF LACHER SFR SEWER EXTENSION PLAN DATE: 03-16-23 DESIGNED: DESIGNED FIELDBOOK: - RENTON 13606 139TH AVENUE SE PAGE: - DRAWN: 2 PER CITY COMMENTS MPI 06-08-2023 EDM MPI ONE INCH DATUM ' RENTON, WA 98059 DRAWING NO: 1 INITIAL PLAN SET MPI 04-26-2023 EDM CHECKED: EDM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH TAX PARCEL NO3276150320 APPROVE SHEET: OF: N0. REVISION BY DATE APPR SCALE ACCORDINGLY . EDM 1 3 co CIO N �U , O Z LU H X LU LU LU (n LL U) Ir W U Q Q O m Cfl N O CCN 1 1 LU P O z LU LU rr LU LU rr H rr LU U J Q 75 H 395 390 385 THOMAS LACHER SEWER EXTENSION NE 1/4 OF SW 1/4 OF SECTION 15, T. 23 N., R. 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 10+00 11+00 12+00 ELMA PLACE SE 10+00 50'-8" PVC 0 SL=o. 0140 jNEW 6' PVC SSMH-1, 48" PER COR STD 400.1 STA 10+13.23, 0.33' LT RIM=396.90t IE(E)=392.20 SEWER ___-__---- EXISANG GRADE T CENTERUNE -_ - ___________ ___ SEWER CLEANO T___________ RIM EL=398.81' - ---- IE=f391.5' REMOVE CLEANOUT AND REPLACE WITH 8" X 8" X 6" TEE PER SIDE SEWER STUB INSTALLATION, COR STD PLAN 406.1 EXISTING SIDE 'EWER CONNEC1101V IE=39232 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTEM THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NCSDGD FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES, 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2, THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST•PROAWT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIG N MANUAL 1RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS $HALL BE PERMITTED. THE CLEARING LIMITS $HALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION, 5. STABILIZED CONSIRUG-1"I0N ENTRANCES SHALL BE INSTALLED AT rHE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECF. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 8, WASHOUT FROM CONCRETE TRUCKS $HALL BE PERFORMED OPF•SITE OR IN DESIGNATED CONCRETIE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND. OR TO STORM DRAINS OR OPEN DITCHES, ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS ANO ADJACENT PROPERTIES. ALL ESC BMPS $HALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSEEO. ALL rSC BMPS SHALL. BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST, THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND ETFMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE Ar, PLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE, POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMP$ DEPICTQD ON THIS DRAWING ARE INTENDED TO BE MINIMUM REfQUIREMENT$ TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL Me NECESSARY TO M-NSURE COMPLETE SILTATION CONTROL ON THE PRO POS ED SITE. DURING THE COURSE OF CONS'I RUCTION, IT SHALL B5 THE OSLIGA PION AND KESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS. AS MAYBE N"- DED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING L)RAINAOE 6YSTEM, 10, APPROVAL OF THIS PLAN IS FOR ESC ONLY, IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATFR FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12, ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST THROUGH SOPTEMBEA 30THJ SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13• WET SEASON ESC; REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH. UNLESS OTHERWI$5 APPROVED BY THE CITY. 14, ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS, 15. THE ESC BMPS ON INACTIVE SITE$ SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FR5QU1:NTLYAS REQUIRED BY THE CITY. 16 BEFORE: COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 210,30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THC RUNOFF THAT ENTER& THV INLET WILL BE CONV"D TO A SEDIMENT POND OR TRAP, ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMCNT ACCUMULATION EXCEED VS OF THE CAPACITY OF THE CATCH BASIN SUMP, ALL CATCH BASIN$ AND CONVEYANCE LINES $HALL Be CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM, 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIPIED WITH THE NECESSARY ESC BMPS AND $HALL PAQVIOE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INI'ILTRATION SYSTEM IN ITS PERMANENT STATE THE TEMPORARY FACILITY $MALL BE ROUGH GRADED 30 THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY, 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON•SITE BMPS (AMENDED SOIL3, BIORETENTION, PERMEABLE PAVEMENT. ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING E3C BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER IST), ALL 01STUR8CD AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SMALL BE $00040 OR SEEDED IN PREPARATION FOR THE WINTER RAINS, DISTURBED AREAS SHALL BE SODDED OR SECDE"D WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW, 21. PRIOR TO FINAL CONSTRUCTION ACCF.PTANCF, THE PROJECT SITE SHALL OF STABILIZED TO PREVENT $F.DIMF.NT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON•SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION, ALL DISTURBED AREAS OF THE PROJECT SITE SHALE. SE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. ATA MINIMUM, 111.5TURBED AREAS SMALL ME- RODDED OR SEEDED ANC) MIILCHED TO ENSURE THAT SUFFICIENT COVER WILL 0EVELOP SHORTLY AFTER. FINAL APPROVAL MULCH WTHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22, ROCKERIES ARE: CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL, ROCKERIES SHALL NOT BP CONSTRUCTED TO SLRVE AB RETAINING WALLS. ALL ROCKERIES Ito CIT,' ROAD RIGHTS, -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS, ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACC:ORDANCF WITH THE INTERNATIONAL SUIT DING COAL. 1978'- ' ' PVC L - 0, 0140 SOUTHEAST 2ND STREET - PROFILE SCALE. 1 "=20' HORIZ. 1--- 5' VERr. 11 +00 UNLESS OTHERWISE NOTED, DRAWNG IS NOT TO SCALE (NTS) AOD5TO. PLAN - 268.00 PRI• UBLIC WORKS EROSION AND SEDIMENT CONTROL ["OvEll: DEPAR'rMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 nyw Public 4V'Wk1 Adlll "*IdWt DATE. 0 0 0 Know what's below. Call before you dig. AVIL1700 NW GILMAN BLVD, STE 200 ISSAQUAH, WA 98027 PHONE: (425) 821-5038 TOE IN SHEETING 4" x 4' MIN. TRENC 12+00 ------- di--------- j SEWER MANHOLE RIM EL=395.85' W 8' PVC IE=388.75' W 8' PVC IE=379.60' E 8[PVC IE=379.25" LADDER (S) NOTES: 1, CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON OISTURBEO AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1A CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS mCWDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE 19 LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3• TIRES, SAND BAGS, OR EQUIVALENT MAY BE. USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST SE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOIAT RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED, 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED. IT SHALL BE COMPLETELY REMOVED. STD. PLAN - 213.30 PUBLIC WORKS PLASTIC COVERING s, P1I DEPARTMENT GAZ rybii, Violk: Adnl,Nkt'pt4 UAI E 400 395 390 385 380 EROSION CONTROL PLAN CATCH BASIN I CATCH BASIN RIM EL=394.94' RIM EL=396.07' GRAPHIC SCALE NE 15" CONC IE=393.29' SW 15" CONC IE=394.27' SW 15" CONC IE=393.19' 20 0 10 20 ASPHALT FLOW LINE THICKENED EDGE THICKENED EDGE OF SEWER CLEF OF ASPHALT ASPHALT RIM EL=398 SCALE: 1" = 20' \ IE=t391.5' , ASPHALT FLOW LINE .... ... ..... ' - -4C '---_-__ I ..... ...0..::::::::..:. ...:::::... INSTALL CATCH --'404 __. ).. �.. ................... 12" CPP CULVERT IE=392.10'91"r...... .....................: I ...... ...................... __-_- 9Q . ................1...... ..................... ... BASIN INSERT PER COR STD 216.30 _ �� \ - - - --__ '-402 -- T392 - _1D _ ) ♦ �� .- - 400 - - EDGE OF ASPHALT �_,_s -O- .......:::: i E D4 ..... \ i __ i� ..t........ i T KEN EDGE OF ......✓✓QU.N..AS::: ........... ...::::..........�..............:::.:.1:..:.:�..�. ...E... ............................... .p..E.DGE .:. ! ... . .............. ................. . .................... ... ✓ � ................................................r............... .,:................-....... �........>..........._..................�....... ...... .. ..................................i.............................. .. c...... ...✓......................... ................................... 197-8.,,.C@ SL=0:014G �.._ .. FOUND CASED NAIL c.................................................>...................... 4 .........................................f .......::::::::...........:::::::: _ _._ ._ ._. IN CONC MONUMENT �.. \................. ..............................................................................................1............... ................................. ..... .. ......... .............................. ............................................................... t................ .................�.......... w....................................................... .......................................t...............i .................... �.......STRA{N :WADDLES. TYP .:::..... ..... LIMIT �OIVSTR, .OF...:::;..................................................................... ✓........................................................................ ............................... ........ If.......... 9 t ..............................� ............ ..........AC17 2 .CION TY.... . SII}E SEWER Ll� ............................................................................................. .............Ei ................................................... .............. ............ .............................. ................................................................................................... APPROXIMATE.. �.............. �......... �...... CK WALi� IC VER PA M..S............................................................. ...................................... . TEMPORARY STAGING ARE4 / �1 AREA COVER W 24 HOURS EDGE \ , \ 19 ;7 EXIST. 1 011 CONC �� E FACE BLOCK WALL ................ �� ' ON LINE ' ':.',,. \T LOT 31 i THE PLAT OF 12 LOT 32 HIDEAWAY HOME SITES CULVERT:'., t................ ... ........... V 81, PGS 88-89 . . IE=388.90" ` ASPHALT APN 3276150320 ....: ...............:.:.:.:.DRIVEWAY.......... SITE AREA: :.. .�. i.......... 9,181 SF :::::::: �� .. t........ 0.2 ACRES O °. \ .............a .. r EXISTING CONC 6 RESIDENCE r WALKWAYrnN ° 4" MAX DRAINAGE GRATE _\ r-1- /- TRIM SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) I � I� '.i W. / / I BELOW INLET GRATE DEVICE ^ OVERFLOW DYPA^1 a BELOW INLET GRATE DEVICE FILTERED WATER SECTION VIEW ISOMETRIC VIEW RETRIEVAL SYSTEM ( TYP. ) OVFRFLO01 BYPASS (TYP.) NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4 SIZE THE BELOW INLET GRATE DEVICE (BIGO) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. S. THE SIGO SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 0. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIOD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8. ANY SEDIMENT IN THr CATCH BASIN INSERT SHALL, BE REMOVED WHEN THE SEDIMENT HAS FILLED ONL-THIRD OF THE. AVAILABI.E STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LOAST MONTHLY, STD. PLAN - 216.30 URIPUBLIC WORKS Ary en: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 rub ;:wn,W adnnnlvao, DATE EROSION PROTECTION NOTE ALL EXPOSED SOIL TO BE COVERED WITH MULCH, STRAW, AND/OR PLASTIC SHEETING PER FIG. C.3.4.A AND/OR TABLE C.3.2.A KCSWDM. UNDER NO CIRCUMSTANCES SHALL SOIL STOCKPILES BE LEFT UNCOVERED. CONSTRUCTION SEQUENCE A. CONDUCT PRE -CONSTRUCTION MEETING. B. FLAG OR FENCE CLEARING LIMITS C. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. D. INSTALL CATCH BASIN PROTECTION IF REQUIRED. E. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S) IF REQUIRED. F. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). G. CONSTRUCT SEDIMENT PONDS AND TRAPS (IF NEEDED) NOT ANTICIPATED. H. GRADE AND STABILIZE CONSTRUCTION ROADS L CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. J. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS L. COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT. M. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS N. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS 0. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. S-426202 I R-426202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SAMorman 06/29/2023 WASTEWATER UTILITY jstowell 06/29/2023 SURVEYED: SURVEYED SCALE: SCALE 1' = 10' VERTICAL. NAVD HORIZONTAL-NAD 1983/183/1991 AdakI6CITY OF LACHER SEWER EXT. PROFILE & TESC PLAN MIL: 03-16-23 DESIGNED: DESIGNED FlELDBOOK: - 13606 139TH AVENUE SE PAGE: - DRAWN:F*`3RENTON 2 PER CITY COMMENTS MPI 06-08-2023 EDM MPI Nkliv DRAWING NO: ONE INCH DATUM Planning/Building/Public Works Dept. RENTON, WA 98059 TAX PARCEL NO. 3276150320 1 INITIAL PLAN SET MPI 04-26-2023 EDM CHECKED: EDM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED SHEET: n 0F: NO. REVISION BY DATE AP P R EDM 3 Co co 0 M N X, u z O U) z LU I- x LU LU FL�U/•� VJ IY LL_ C/) IY LU Q J a O z O (n z Lu w rr >W W IY H rr W U Q J U) Q 75 O H DOcuSlgn Envelope ID 345B6810-914F-4F2D-AB59.7C192D3878A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSFICITIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECEESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL Be PIER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900IC905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SIIALL Be BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9.03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSOOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE: RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE $O THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 5 PLAN - 413 PUBLIC WORKS WASTEWATER UTILITY APP"o�Eo "l� DEPARTMENT Martin PastuchaDr26r2 STANDARD NOTES DATE UDCu51gn Lnvelope IU 34btitiB1U•9141--4h2U-Ali59-IC192U31318A.. r-------------- EX SEWER MAIN l PROPERTY UNE ,. ,•-SPOOL (LENGTH AS NEEDED)""—�-J'-0 rIIN 6" SEWER 5TUE FUTURE 4" SIDE SEWER I I I " ` 2"X 4" STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORC "SEWER" STENCILED SEWER MAIN TEE X 6" TEE i I IN 3" HIC1 BLACK LETTERS AND %6 LIRE SIDEWALK i WRAPPED AROUND THE STUD AND i EXTENDED TO THE TOP OF THE STUD COUPLING (TYP) 4.—.i_L,__-.._-.___. t �,a I ; 6"XB"X6" SURFACE CLEANWT WITH CAST IRON RING AND COVE_ AP ROVEO EOU L. SPECIFYAST JORDAN IRONS SEWER" ONPRODUTOLID) 367502 OR a/ CONCR TE PAD TO BE a" N CLEANOUT TO BE CENTERED IDEPTH N A x2' CONCRETE PAD _ ---- -.I F- - BEND AS -" r REQUIRED EXISTING SANITARY _2 SEWER MAIN .--"2.0% MIN E I 1 11 'UTURE 4" SIDE SEWEq 6" SEWER STUB 6,x6"xe WYE LrU`URE 6"x 4" R:DUCER SEWER MAIN SIZE X 611 TEE ACCEPTABLE PROCEDURES FQR SIDE SEWER CONNECTIONS Tp EXI871NG $EWER MAIN A VITRIFIED CLAY MAIN - CUT N A NEW PVC ""EE" USING "5rzZ%C-3ACK" FLEX,BLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAW -- CUT IN A NEW PVC "TEE" USING 'STRONC-(SACK" PLEXISLE COUPUNCS (FERNCO OR APPROVED COUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RICO COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED FDLIAL) D. DUCTILE IRON MAIN - CORE-DRILLEO WITH A ROMAC SADDLE (OR APPROVED EOUAL) E LINED MAIN - CONN'_CTION TO SEWER MAINS THAT HAVE BEEN L NE:)(CIOP, ETC), CUT IN A NEW PVC "TEE" USINC "STRONG -BACK" FLEXIBLE COUPUNOS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDL_ "INSER'A-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTION$ TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE NOR-N-SEAL BOOTS OR APPROVED EQUAL 1I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER g1UB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWX SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5 LOWER THAN 1HE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MNIMUM 2 9 SLOPC UNLEM ArrnOVED QY TIIC PUBLIC WORKS INSPECTOR 4 FOR Iv51PE0':ON OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER S ON THE SID: SEWER STUB PERMIT SITE MIST ERE READY ri)R INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED -IME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TC STANDARD P.AN 110 OR 1102 6 THE S'DC SEWER STJS SHALL HAIN PIPE BEDDINC IN .ACCOROANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL Be A$TALLED aY A CONIRACTOR LICENSED AND SIONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB ..PLAN -*06.1 PUBLIC WORKS INSTALLATION DEPARTMENT Martin PaStUC%26/202 (SEWER MAIN TO PROPERTY LINE) ,w w",b wAw,uwr DATE 0 0 O Know what's below. Call before you dig. 1700 NW GILMAN BLVD, STE 200 JIVIL ISSAQUAH, WA 98027 PHONE: (425) 821-5038 20 12 DocuSlgn Envelope ID 345B6MIDa914F-4F2D•AB59-7C192D3B78A3 NC- TO SCALE MANHOLE FRAME' AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR FONTS SEE NOTE 3 =IRST STEP SHALL BE A MAXIMUM CF 18" BELOW THE COVER CON: (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLLDED RUBBER GASKETED JONTS SEE NOTE 5 IF P._QLIRED, LADDER-POL"PROP''LENE SHALL BE ATTAC-IED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNE_ SHALL BE 3C00 PSI CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SUBGRADE VATH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUI-ABLE TO SLPPORT STRUCTURE A,B, ,C, ,^, EI 48" M-I 48" 6" I-AIN. 5 "VIM 24"IlMIN. 21 ' 1 D r4" M-1 t/_" 9" MIN 5 5" MIN 24" MIN 24" 1 D 60" M-I so" B" MIN o" M N 49" MIN 3D" I D NOTES, 1 STETS ARE TO BE IN PLACE BEI:ORE MANHOLE SECTIONS ARE NSTALLED 2 MANHOLE SECTONS TO BE OF RENFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 3 ADJUSTMENT OF THE CAS-ING TO GRADE SHALL BE PER STD PLAN 106 1H�_U-F DZ_ HIMS IS PROH SIT£": 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLJOINO CHANNELING, FACTORY -COATED (SEALED) WITH A H13H SOLIDS URETHANE COATNC, WASSER MW-SHIELDCOAT '00 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 5 RUSSFR GASKETED JOINTS SHALT_ BE IN CONFORMANCE WITH ASTM C-443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTONS TO MANHOLE SHALL BE MADE USING KDR-N-SEAL BOOTS OR APPROVED EQUAL 8 IN JNIMPROVcD AREAS, MANHOLES SHALL. EXTEND A M NIMUM OF 6" AND A MAXIMUM OF 12" ABOVE F N15HED GRADE OR MUST HAVE: AN A --GRADE, MINIMUM 2'-WIDE CONCRETE RING PCUREO AROUND THE COVER IN PAVED AREAS, COVER MLST SLOPE TO MATCH PAVING. 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN .400.1 URB PUBLIC WORKSwy 1gni°H DEPARTMENT STANDARD SANITARY MANHOLE Martin PaStUCA%(21/202 ,�",F446D DATe UUL:UJ1yN LIIVt!IUPt: IU 5400001u-tt141-4r4u-AD314-ram lytwt3ICAa A-L 90 TURNS SHALL AC ACCOMP,r3HE0 BY MEAN$ OP A WYE WITH CLrANOUT AND 4" BEND AS REQUIRED (NO GREATER A5 BEND Two 45' BENDS &-ALL HOT eC THAN 43' ®END) EVERY 2ND CHANGE 4" CLEANOUT WYE WTH ACCEPTABLE (SEE NOTE 11) •� IN 001ECnON OR GRADE WILL REQUIRE 45 BEND AND PLUG A MEANMT WYE (SEE NOTE -1) I (SEE NOTE 11) J w w z a � 0 HUUSE I HpUSE { HOUSE I HI)U$E 4" SEWER PIPE I SURFACE CLEANOUT VC�LEANWT E V (TYPICAL) 4" SEWER PIPE SS& NOTES 2 (SEE STO PLAN - 407) 4" TEST TEE WITH AND 3 MINrMUM LINE SIZE FOR PLUG FACE UP OTHER THAN $1HClE FAMILY S 6•' }. CALROWL NINE )R 0 W LINE 0 6"X 4" REpUCEN(TYPICAL)MAIN SEWER UNE NOTES ` z i-• IF THE BUILDING SEWER SERVES ANY FIXTURE HAVINO FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION. A e u OF THE NEXT UPSTWEAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST 6$L PURCHASED FROM THE CITY OF v M13UC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBLIC WORKS CE1'ARrWNT, DEVICE SUCH AS CLEAN CHECK EXTENDABLE 1� BACKWATER VALVE OR APPROVED EQUAL SHALL BE "STAm LED 2 1`00 INSPECTION OF VIDE SEWER, CALL 24 HOURS IN ADVANCE THE INSPECTTKA PHONE NUMBER IS ON THE SIDE SEWER PERMIT ��. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTEE) TIME DO NOT 9 BACKFILL THE DITCH IA'% APPROVAL IS GIVEN BY THE INSPECTOR SURFACE CLEANOUT 4"x A"X4" WYE 3 SIDE SEWER PIPE AND hTTIN4S SHALL W PVC SOR 35 WITH RURRER 4" PIPING; CASKET JOINTS UNLESS CTHEROSE APPROVED BY THE PUBIJC PLAN WORKS DEPARTMENT BJILOING DRAIN FOR LOW ELEVATION HOUSE 4 A MINIMUM GRADE OF 21 (1/4" PER FOOT) MUST BE MAINTAINED WITH A 4" PIPE IN THE EVENT A 2X GRADE CANNDT BE MAIWAINEO WITH THE APPROVAL OF T.,f PUBLIC WORKS INSPECTOR, THE MAIN TO 5 FEET CONTRACTOR MAY INSTALL A 6' DIAMETER SIDE SEWER AT NO LESS R 0 W LINE ROW, LINE '0 afANOUT MAX. THAN 1X qOF SFwFR STUB BUILDING SEWER SUILDWC DRAIN 5 INSTALL SIDE SEWER WITH 2' MINIMUM CCVER 16" COVER IS ALLOWED FEET I'--' AT THE HOUSE IF OLTLET IS SHALLOW �3 �MIN 6 ALL BVLDING SEWER AND SDE SEWERS SHALL NAVE AEDDING IN ACCORDANCE WITH STANDARD PLAN 406 . 45 r N eP 7 WHENEVER =EASIBLE, THERE SHALL BE A MINIMUM 5 FOOT 5 > ; i HORIYONTA- SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL _ R%•x O5-; eP . OTHER UTILITIES L s p A " ,T 8 S DE SEWER "ES11NG SHALL CONSIST OF PLACING A PLUG IN THE s N y p TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON IHE CLEANOUT o AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL FOR PERIOD OF A4M _ A ° OCCUR A 10 MINUTES THE SIDE SEWER MAY BE CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL p: a COMPLETION OF THE LEAK TEST S 9 THE CLEAN01.11 AT THE RICHT-OF-.WAY SHALL BE INSTALLED PER n STANDARD PLAN 4D61 THE CLEANOUT AT THE BUILDING SHALL BE SUILDIINQ SEWER INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTAw ATICN INSTALLED TO WITHIN 12' OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAI-ABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061 ALL WORK WI-HIN STREET RIGHT -OF --WAY SHALL M DON" OY A LICENSED AND BONDED CONTRACTOR CALL 811 BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN 'HE PUBLIC Or gr t0 RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN '10 OR 1102 WWW COIICCforeycud-9 org 12 ALL WORK SHALL BE ACCOMP.I5HED IN ACCORDANCE WITH THE WASHINCTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD, PLAN, 406 PUBLIC WORKS AP.2 "�'1 DEPARTMENT FROM PROPERTY LINE TO Martin PaStUCIIW26/202 BUILDING CONNECTION 1110001111FDB8E744BD w,c wwr.bm",n,r✓ DATE 1 1: DDcuSign Envelope ID 34SB681D-914F.4F2D-A859.7C192133P7BA3 ED_TI-CLES - 3 PLCS EQUALLY SPACED 120• APART ON 23 1/16' (586a'n) EIA BC (SEE EETAIL) COVER & FRAME PLAN VIEW 15' DIA C63SPtn3 1' 3/4' r �25�n7 119n"1] B 3/4' 2 112' C2?2n^), C64ron) TYP COVER SECTION VIEW �„- 26 1/2• DIA -673nn3 25 1/4" DIA I641r1M) •(6nn) 11iA C27mm) F�-11/41 EOPRENE GASKET 61 5/9' 23 3/8, DIA CL ❑PEN C16MMI C594nn) 27 5/16' DIA 1:694MMJ 34 1/B' DIA__ _ COVER BOTTOM VIEW 3) 13"T SOC (ALLEN HEAD) 5/8"-11 X 15 5S \ RUBBER WASHER BOLTING DETAIL 1/4• 1 1/I6" f5nn] 67nn3 1/8• f3rn) (P.3nrl GASKET GROOVE DETAIL C1367nn) NTH FRAME SECTION VIEW 1 ALL --RAMS AND COVER ASSEMBLIES SHA-L HAVE A LOCKING -ID PSR EAST JORDAN IRCN WORKS INC PRODUCT NO 00371572 OR EQUAL. 2 USE FRAME AND COVER FOR SAN TARY (SPECI:rY "SEINER") • PUBLIC WORKS SEWER MANHOLE FRAME AND COVERO�gPLAN-aoi.l DEPARTMENT (CITY -OWNED) Martin PaStUCffj26/20 ttt,L1W3E449u DATE VARIES: 4.5' MIN, LANE LINE MARKING SAWCUT AFTER BACKFILL DtiPTH OF EXISTING PAVEMENT HMA P"-$" (SEE NOTE 2) T' , 1, EDGE OF FAVEMENT, EDGE OF CURB do GUTTER, OR MIN. ,' MIN. CENTER O- LANE MARKING 2" HMA (SEE NOTE 2) V :RUSHE] SLIRFA.CING "OP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCAMONS, COMPACTED TO 95X OR PLANE, SEAL WITH MODIFIED PROCTOR AR-400OW CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVE_ BORROPN (9-03,14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MA'ER AL IF APPROVED IN WRITING BY ENGINEER BAS-D ON GEOTECH REPORT, COMPACTED TO VAOTH OF TRENCH AS (REQUIRED BY SIZE OF 95% MODIFIED PROCTOR, PROPOSED IMPROVEMENT (SEE WS70T STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSCOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF II FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: 7570T STANDARD SPECIFICA110V 7-08.3'1)8 0 FOR STORM AND IIlATER PIPE, PER STD PLAN 220.0 4 FOR SAN TARY SEWER, PER STD PLAN 405 TRENCH WIDTH FOR JOINT UTILITY TR_NrH, SAND WTH 95X PASSING PASSING A #4 SIEVE AND LESS THAN ',SR PASSING A #200 SIEVE N 0'_S: 1. VMEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL *ADTH REPLACEMENT IS BR+O<=N OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHA-L 3r REMOVED AND REPLACED 19IT•i HMA MATCHING THE DEPTH USED IN. THE EXiS71NG STREET OR THE DEPTH PE? CITY STANDARD, WHICHEVER IS GREATER. 2. PR ACJPAL/ MINOR/COLLECTOR, ARTERIAL, & IN%STTRIAL ACCESS STREETS - MATERIAL AND THICKNESS 5HA_L BE HMA CL J" PG 84-22 AND MATCH EXISTING THICKNESS AND IN NO CASE: LESS THAN B", RESIDENTIAL ACCESS STREETS - HMA CL f PG 84-22. THE THICKNESS SHALL ISE THAT CF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4", 3. 44HEN THE "SAWCUT AFTER BACKFI-L" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHAL_ BE PANED AND OVERLAID WITH HvIA FULL 043T1-, THE CURB do 3UTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANE) GR REMCVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CUR35, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION ,:DINT. 3• IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, TH= DRIVEWAY OR SICEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS, TYPICAL LONOrrUDINAL PATCH pw - 110.1 PUBLIC A►DR1CB rOR PLKXiBLE P"EMDNT OR yT1" �''L'D DEPARTMENT MOID PAVEMENT WITH 0VeRLAY ur I W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) -,—\ FOUNDATION LEVEL •--� LIMITS OF PIPE ZONE 0. D. of PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE; UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIREC-LY OVER PIPE, HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 5-03,12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SFCTICN 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 .� PUBLIC WORKS PIPE REDOING APP " 11 DEPARTMENT FOR SANITARY SEWERS Martin PaStUCW26/202 0,46 . W F MBBDaaSU DATE 1' MIN � 1' V 1' 1' N1N � MIN IN WE EYEHT MANBVER+-,[ PATCHES CAST EE'XTENDmL1�OTi 1 _T 1{ ) DMIAN F NE PATCH SHALL BE 1NOLLOE 4NY SXISTINO PATCH NYTHITd '0 FFFFT OF THE EDGE OF 'PC PAIV, R85JR TO DR THE 1BE14 CROS8'NO AND ANY SUBSE90ENT PATCH EDOE 41TWA 10 FM'r OF T14I: EDOC OF "'HE SECOND PATON A40 Sr, ON UP TO A TOTAL OF 30D FEET, I T�'. FACE OF CUTTER CR I •, •�.,",. EDGE OF PAVEMENT 1RAFFIC FLOW; 2' HkIA 1 �—CENTER LINE OR LANE VNE �. YI • k 1141 MIN, 2" DEPTH OF PILANINO OR SAV=T AN2 REMOVE VANES: 6,3' MIN. j+- VARIES +j 1 1 r'+EPTN OF ZXISIING PAVE1fEN7 MIN f MIN 1 1 1 MIN I MiV I + ~` 2" SAWCUT AND REWQVE CIA PLANF. KAL OTH 2" - a" WIN. NMA (SEE N01E 2) AR-400OW (EACH SIDE) r 111 $" CRUSHED SURFACING TOP COURSE (CST:) 2' HMA (9-03.9(3') PER WSDOT STANDARD SPECIFICAI!i0) . COMPACTED TO 05X >MCCIF)E0 PROCTOR. SAWCUT AFTER BACKFILL -- (EACH DOE) CSTC, BANK RUN GRAVEL FOR MNCH SACKRA ((9-03.121, CRAWL BORROW 9 03,14(1)) PER 'AWOT SWMO SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENOINFER BASED OE ON OTSCH REPORT, COMPACTED TO 95% _D ATODIFIPROCTOR, WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPMD WPROVEVIENT (SEE WBDOT STANDARD SFI a ICA11C'V 2-09.4) I IkUS AN ALLOWANCE FOR ANY SHORING, SHOMNO, IF � PIPE ZONE BEDDING, IAATFRIAL- SEE STANDARD NEEDED, SHALL MEEt 714E REQUIREMENTS Dr AMOT PLAN 110.1. STANDARD SnCIFWAT014 7-09,3(1)9 TRI:ACH WIDTH FOR NOTES, SEE STANDARD PLAN 11D,1 0 TYPICAL TRANSVeRN PATCH FOR VD. PLAN - 110 F'U9L(C TNORKB Pi,LDCISL!! PAVEMLWT OR RIOIO DEPARTMENT PAVEMONT WITH OVURLAY S-426203 R-426203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LDEVELOPMENT ENGINEERING man 06/29/2023 WASTEWATER UTILITY jstowell 06/29/2023 SURVEYED: SURVEYED SCALE: SCALE 1" = 10' VERTICAL. NAVD 1988 HORIZONTAL-• NAD 1983/1991 CITY OF joy RI LACHER SEWER EXTENSION DETAILS UAIL: 03-16-23 DESIGNED: DESIGNED nELDBOOK: — RENTON 13606 139TH AVENUE SE PAGE: — DRAWN: 2 PER CITY COMMENTS MPI 03-16-2023 EDM MPI ONE INCH DATUM • Planning/Building/Public Works Dept. RENTON WA 98059 TAX PARCEL NO. 3276150320 DRAWING N0: 1 INITIAL PLAN SET MPI 03-16-2023 EDM CHECKED: EDM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHEET.3 0REDM 3 U z O U) z W I— x W W w w Q J Q O H