Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutzR-4128SetE3 a GO CITY OF RENTON � 1 \ Sq HORIZONTAL MON 1699 m to � I d' CITY OF RENTON HORIZONTAL MON 1494 'd1: Yi FOUND MON IN CASE 4\ FOUND MON IN CASE Iir 1DO -i OI O O z IIIII I l� w N.166920.51 19+ 16 UE:Iz99sno6 i SURVEYLEGEND TRAFFIC SIGN MAPLE TREE b,, POWER POLE CEDAR TREE XI WN WATER VALVE SIM WATER METER TREE (UNSPECIFIED) tf FIRE HYDRANT PINE TREE 00, GAS VALVE (DD STORM DRAIN MANHOLE ------- -- DITCHONE ❑ CATCH BASIN axe—ovERHEAD POWER Q5 SANITARY SEWER MANHOLE FIR BEE —5 —SEWER ® C07ONWOOD TREE 5D —STORM DRAIN ALDER BEE —uS—IONS — " —WATER Renton O DEVELOPMENT ENGINEERING DIVISION I ME NORTH LINE OF THE BOURN 1/2 OF THE PARCEL# 3023059031 I SOUTH 1/2 OF THE ME 1/4 OF THE SE 1/4 SEC. 30-2Y05 15' SEWER EASEMENT REC. NO. 9612191465 I I N89'25'O3'W 18,131' 1 I. I PROPOSED RETAINING I{ WALL (TYR) I -I (HEAW WAIFS) {41G 1 PARCEL# 3023059041 I I I N. 1668 10 I I C.1299aiJ.46 I NOTE: NLURE RESIDENCES ON LOT 1 & T N1LL REWIRE SPRINKLER SYSTEMS. B I I — — — — -- FOUND REBAR AND CAP I 1 LS#29537 I I 0.32'N G32'N CONDITIONS OF APPROVAL: I. A DETAILED LANDSCAPE PLAN MISSING ME REQUIREMENTS OF RUN 4-8-120D.12 SHALL BE SUBMITTED AT ME DUE OF CONSTRUCTION PERMIT REVIEW FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 2. A FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED AT ME TIME OF CONSTRUCTION PERMIT APPUCARON FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER ME FINAL NEE RETENTION AND REPLACEMENT PLAN SHALL INCLUDE ME PLANTING OF A MIIMUM OF 24 MINIMUM 2 INCH CALIPER REPLACEMENT TREES AND A MINIMUM OF TWO TREES PER 5,000 SQUARE FEET OF LOT AREA FOR COMPLIANCE MM ME MINIMUM TREE DENSITY REQUIREMENTS AND SHALL INCLUDE A MEE PROTECTION TRACT FOR THOSE TREES MAT DO NOT COUNT TOWARDS AN INDIVIDUAL LOTS MINIMUM TREE DENSITY REQUIREMENTS ME RON TRACT MAY BE EXTENDED TO ENCOMPASS ME ADDITIONAL PROTECTED TREE$ IF FEASIBLE 3. DEVELOPMENT ON ME PROJECT SIZE SHALL COMPLY WIN ME RECOMMENDATION PROWLED IN THE COAL MINE HAZARD ASSESSMENT, PREPARED BY ICICLE GREEK ENGINEERS, INC, DATED DECEMBER 2, 2016. 4. A NOTE SHALL BE RECORDED ON ME FACE OF ME FINAL SHORT PLAT MAP IDENTIFYING AND DELINEATING ME COAL MINE HAZARD AREAS ON ME PROJECT SITE 5. ME APPLICANT SHALL INCLUDE ME REWIRED FRONTAGE IMPROVEMENTS ALONG TALBOT RD. S ON ME CONSTRUCTION PLAN SUBMITTAL OR SUBMIT A MODIFICATION REQUEST AND OBTAIN APPROVAL OF ME MODIFICATION TO REDUCE ME REWIRED IMPROVEMENTS ALONG TALBOT RD S ME MODIFICATION REQUEST OR REWSED CIVIL PLANS SHALL BE SUBMITTED AT ME THE OF CONSTRUCTION PERMIT REVIEW TO ME CITYS PLAN REWEMW FOR REVIEW AND APPROVAL. & S JAN PLACE IS CLASSIFIED AS A RESIDENTIAL ACCESS STREET, PER NBC 4-6-060. HALF STREET FRONTAGE IMPROVEMENTS WILL BE REQUIRED TO BE BUILT ALONG ME S. 347H PLACE FRONTAGE, INCLUDING PAVING, CURB AND GUTTER AND SIDEWALK 30' SEWER EASEMENT REC. 40. 9612191465 I DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, ME CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO ME ATTENTION OF ME ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WIN ME MURK. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME PROPER FILING OF ALL WORK AND FOR THE FOUND MON IN CASE COORDINATION OF ALL WADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING U➢LI➢ES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CM90ERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS ME HIGHER RISK HIGH COAL MINE HAZARD AREA SOLE RESPONSIBILITY OF ME CONTRACTOR TO INDEPENDENTLY VERIFY ME (NO DEVELOPMENT - CLEARED OPEN SPACE IS OKAY) ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FORMER DISCOVER AND AMD ANY OTHER UTILITIES NOT SHORN HEREON WHICH MAY BE AFFECTED BY ME IMPLEMENTATION OF NIS PLAN. MODERATE RISK HIGH COAL MINE HAZARD AREA CONTRACTOR RESPONSIBILITY: (DRIVEWAYS. YARD. ACTRE USE lNM NO STRUCTURE IS OKAY) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY LONER RISK RICH COAL MINE HAZARD AREA FOR JOB SITE COURSE OF CONSTRUCTION INCLUDING NE SAFETY OF ALL PERSONS AND PROPERTY. WRING THE COURSE OF LYC OF THIS PROJECT, AND THAT THIS (STRUCTURES N1M MITIGATION OKAY -SEE REPORT MAT FOR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED H NORMAL WORKING MITIGATION) HOURS NE HARMLESS FROM SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS CEO ANY AND ALL LIABILITY, REAL OR ALLEGED, A CONNECTIONIN FWTHRO NE PERFORMANCE D< WORK QY THIS PROJECT EXCEPTING F0.4 LIABILITY ARISING FROM ME SIXE NEGIJGENCE OF THIS OWNER OR NE ENGINEER. Encompass Y � ENGINEERING & SURVEYING �'sw Western Washington Division 8 NO 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 39374 Eastern Washington Dimino 1 t 407 Swiftwater Blvd. • Cle EII WA 98922 • Phone: (509) 674-7433 • Fax: rONAL (509) 674-7419 0910212oz0 W UTTUTY EASEMENT REC, NO, 9612200370 PARCEL/ 3023059071 ROADWAY EASEMENT . N0. 7703250226 15*00 LEGAL DESCRIPTION: PARCEL NO.. 2 OF KING COUNTY SHORT PLAT NO.. 1177127, AS RECORDED UNDER RECORDING NUMBER 7603301125, AND BEING A SHORT PLAT OF MAT PCRTON OF ME SOUTHEAST QUARER OF SECTION 30, TOWNSHIP 23 NORM, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: ME NORM HALF of ME SOUTH HALF OF ME NORTHEAST QUARTER OF ME SOUTHEAST QUARTER, LYING EAST OF ME KENT-RENTON ROAD (ALSO KNOWN AS SPRINGER" ROAD), TOGETHER WITH ME NORTH 17 FEET MEASURED ALONG ME EAST MARGIN OF ME KENT-RENTON ROAD OF THE WEST 170 FEET, MEASURED ALONG THE NORTH LINE OF THE SOUTH HALF OF ME SOON HALF OF ME SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, LYING EASTERLY OF ME KENT-RENTON ROAD, SITUATE IN ME CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. DATUM: NAME 86 CITY OF REASON BENCHMARK: CITY OF RENTON HELD CITY OF RENTON DESIGNATION 1494 ELEVATION: 99,705 HORIZONTAL DATUM: VAN 83/91 CITY OF RENTON DESIGNATION 1494 FOUND 1 3/4- BRASS DISK IN CONCRETE MONUMENT IN CASE. LOCATED IN ME CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE NO 3023, 55 NURN OF THE CENTERLINE OF S 168TH STREET. CITY OF RENTON DESIGNATION 1699 TOP OF 1 3/4- BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN THE CENTERLINE OF TALBOT ROAD OPPOSITE DRIVEWAY TO HOUSE NO. 2819. INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1 22,", IN ACCORDANCE WIN WAS 332-130-090. I APPRON. LOCATION OF — — — CATEGORY IV WERAND PER CRITICAL AREAS REPORT / \ SEWALL WERAND CONSULTING PARCEL# 3023059022 �\ JOB# 16-198 W' WERAND BUFFER II 1 \ II I \ \I I j _-- :—Tr+ LIU -.. .. _.. _..-__.. _.. �..__ �.. B2 50' - ._—_ __. _.�—.c.--- B1 BUFFER `E. I66915.n EDGE OF I � N:166ma11�T j e13o9DD9.1D PARCEL// 3023059108 D� 1 Ir--- E I28880Z ]GRoWT4 5 BUFFER RETEADDROW AREA �TRA�AAL JI tLOT1 Sr 4 AREA / 63951 32 �� /_ �� cn coax IV / 9 52.630 SF // GROWTH / �� REMISE REIERIpN AREA � i� T � PARCEL# 3023059021 SHEET INDEX: TITLE NO. COVER SHEET & HORIZONTAL CONTROL 1 TOPOGRAPHIC SURVEY 2 TESC, DEMOLITION, TREE PROTECTION PLAN 3 TESC DETAILS 4 GRADING, DRAINAGE & UTILITY PLAN (WEST) 5 GRADING, DRAINAGE & UTILITY PLAN (EAST) 6 UTILITY PROFILES 7 UTILITY PROFILES & BIOPOD DETAILS 8 CONSTRUCTION NOTES 9 CONSTRUCTION DETAILS 10 CONSTRUCTION DETAILS 11 TREE RETENTION AND REPLACEMENT PLAN 12 LANDSCAPE PLAN 13 75' BUFFER l APPROX. LOCATION OF `. OFFSITE WETLAND B, J CATEGORY III SOOS CREEK PLANS FOR REFERENCE ONLY TITLE NO. COVER SHEET& NOTES 1 PLAN -WESTACCESS 2 PROFILE - WEST ACCESS 3 PLAN AND PROFILE -EASTACCESS 4 CONSTRUCTION PROVISIONS 5 MATERIALS & SURFACE RESTORATION SEWER DETAILS SOM eiz VERnuL ROD tepee, .@ ,'=4a' B8 DnruM Nis EDM 09102120 NEM xm TER EDM IF NOT ONE INN REVISION BY DATE APPR THEM.ccare.wv O z 0 10 20 40 SCALE 1" = 40' SITE PL VICINITY MAP N.T.S. PLAT INFORMATION: OWNER: RAM SNOW DODDS SE 268TH ST KENT, WA 98030 253-332-5692 SURVEYOR: SIEVE MCCASKEY, PLS ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WASHINGTON 96027 425-J92-0250 ENGINEER EDWARD MECUM, PE ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WASHINGTON 96027 425-392-0250 GEOTECHNICAL ENGINEER: EARN SOLUTIONS NW, LLC 1805 136N PLACE NE, SUITE 201 BELLEVUE, WA 98005 425-449-4704 COAL MINE ICICLE CREEK ENGINEERS GEOTECHNICAL ENGINEER: 29335 NE SON STREET CARNATION. WA 95014 425-J33-0093 ARSONIST ARBORISTS NW, LLC 17105 SW 3BTH PLACE. SUITE 440 FEDERAL WAY, WA 98023 206-779-2579 LANDSCAPE: LANE & ASSOCIATES 96 IM02 26N ARE NW r NLALIP. WA 98271 425-885-2319 PROJECT SITE ADDRESS: XXX TALBOT RD S :,1 REASON, WA 96055 1 � DRN- I ( ) "-'Y PROPERTY AREA: 174,813 SF (EBB AC) TOTAL PROPOSED LOTS 2 \ TAX PARCEL NO 302305-9108 S 34TH PL PROPOSED NET DENSITY L32 DU/GA MAX. ALLOWABLE DENSITY 8 DU/GA \ CRITICAL AREAS 1.46 AC B3 PROPOSED LOT AREAS LOT 1 S0. FT. LOT 2 40197 40,197 SQ. FT. TRACT A 68,951 S0. FT. ON -SITE IMPERWOUS/PERWOUS FDA = 8,514 SF SURFACE SUMMARY SIDEWALY = 353 SF RETAINING WALLS = 956 Sr NEW PERWOUS = 11, 036 SF TOTAL NEW IMPERVIOUS = 9,823 Sr TOTAL LIMITS OF CONSTRUCTION = 20,909 SF ( 0.48 AC) SITE INFORMATION. LAND USE DESIGNATION: RESIDENTIAL MEDIUM DENSITY (MD) ZONING: RESIDENTIAL - 8 (R-8) PROPOSED USB SINGLE FAMILY RESIDENTIAL BUILDING SETBACK TABLE: ZONING: CITY of RENTON H1 20' FRONT YARD WATER & SEWER SYSTEM: CITY OF RENTON B2 15' SIDE YARD SCHOOL DISTRICT` RENTM SCHOOL DISTRICT #403 B3 5' SIDE YARD FIRE PROTECTION: RENTON REGIONAL FIRE AUTHORITY B4 20' REAR YARD ELECTRICAL POWER. PSE NATURAL GAS: PSE TELEPHONE' SHIEST R-412801 6 • H CITY OF RENTON STANDARDS 7 ;� APPROVED REGIONAL FIRE AUTHORITY ° 1D/1s/2020jding APPROVED athomas 10/15/2020 Know what's below. WATER UTILITY SURFACE WATER UTILITY Call before you dig. agafour 10/15/2020 O jfarah 10/15/2020 CITY OF cHERIE LANE 0 RENTON Planning/Building/Public Works Dept. COVER SHEET AND HORIZONTAL CONTROL IN IN QD Q J M 7 Ow R a GO �n \ CITY OF RENTON HORIZONTAL MON 1699 Uqq/, m U � I d- CITY OF RENTON HORIZONTAL MON 1494 W s,UH FOUND MON IN CASE o; �Lj /\ I� IE 1BADS:94.48 LV J I� E% SDMH RIM:97.42 w IE 12"ADS N:93.62 g IE 18"ADS E:93.62 IS 18'ADS FOUND MON IN CASE SURVEYLEGEND J TRAFFIC SIGN MAPLE MEE POWER POLE DR TREE IXIWV WATER VALVE OWN WATER METER TREE (UNSPECIFIED) V FIRE HYDRANT PINE TREE ON, CAS VALVE Op STORM DRAIN MANHOLE -- ------DITCHLINE O CATCH BASIN O5 SARI SEWER MANHOLE FIR TREE { COTTONWOOD TREE ALDER TREE IS 12CONC'. 95,13 IF 12"CONIC.: 94.66 IS 12"CONC.: 94,85 T 12"ADS: 94.45 58MH fi68-1 RIM:99.83 IE 8"PVC N:92.23 IE 8"PVC E 92,23 IS 8"PVC S 92 03— NS—OVERHEAD POWER —S —SEWER — so —STURM DRAIN —Oo—GAS — r —WATER WE NORTH LINE OF WE SOUTH 1/2 OF WE PARCEL# 3023059031 SOUTH 1/2 OF THE NE 1/4 OF THE SE 1/4 SEC. 30-23-05 12"CONC. 30' SEWER EASEMENT IE 121 6) 1E SEWER EASEMENT REC. NO. 9612191465 REC. NO. 9612191,165 E%SSMH 668 2 RIM 12 13 Ex. CB RIM:143.19 12"CORI (r—174 P P11D4 IE 18-ADS E 139.)9 Ifz 11�.03X / IE 8"PVC W 11073 IE iH�AbS-VFT39'o� �e\a\ glfi�� L PARCEL# 3023059041 i I wy I I I 1414E L I I I _ _ 10"PI I -- II I FOUND REBAR AN LS#: I 1 I I I FOUND MCN IN CASE I Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • CIA Elam, WA 98922 • Phone: (509) 6]4-]433 • Fax: (509) 6]4-]419 T f LEGAL DESCRIPTION PARCEL NO. 2 OF KING COUNTY SHORT PLAT NO 11 F112], AS RECORDED UNDER RECORDING NUMBER 7803301125, AND BEING A SHORT PLAT OF THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: THE NORTH HALF OF WE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, LYING EAST OF ME KENT-RENTON ROAD (ALSO KNOWN AS SPRINGBROOK ROAD); TOGETHER WN ME NORTH 17 FEET MEASURED ALONG THE EAST MARGIN OF WE KENT-RENTM ROAD OF ME NEST 170 FEET, MEASURED ALONG ME NORTH LINE OF THE SOUTH HALF OF WE SCUM HALF OF THE SOUTH HALF OF WE NORTHEAST QUARTER OF ME SOUTHEAST QUARTER, LYING EASTERLY OF ME KENT-RENTON ROAD; SITUATE IN THE CITY OF RENTON, COUNTY OF KING STATE OF WASHINGTON DATUM: NAVD 88 CITY OF RENTON BENCHMARK: CITY OF RENTON HELD CITY OF RENTON DESIGNATION 1494 ELEVATIGN:99 ]05 HORIZONTAL DATUM: NAD 8J/91 CITY OF RENTON DESIGNATION 1494 FOUND 1 3/4" BRASS OSK IN CONCRETE MONUMENT IN CASE. LOCATED IN ME CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE NO, 3023, 55' NORTH OF ME CENTERLINE OF S 168N STREET CITY OF RENTON DESIGNATION 1699 TOP OF 1 3/4" BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN ME CENTERLINE OF TALBOT ROAD OPP09TE DRIVEWAY TO HOUSE NO 2819 INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE IMTH WAC 332-130-090 APPROx. LOCATION OF CATEGORY IV WETLAND PER CRITICAL AREAS REPORT \ SEWALL WETLAND CONSULTING / JOB# 16-198 PARCEL{/ 3023059022 \ ER SDMH RIM:187.38 /\ \ IE 12"ADS S:1]L33 IE UEOtt EASEMENT PARCEL# 30230590]I / 50' \ IE 12"ADS W:DL23 REC. N0. 9612200370 I /I WETLAND \ 30' ROADWAY EASEMENT I BUFFER \ REC. NO. 7703250226 I 1 \ E%. SDMH RIM 18).05 J E%, CB RIM:166 52 I I R+�, \ IE 18"ADS N.1)).60 SSMH fi68-4 RIM:187,56 ER S. END IS 18"ADS E:161 ]2 d&359 IF tYADS E 168.05 I' IF 6"PVC E:172.96 �— R I12;E- ADS IE 18`ADS W:161 67 I IE . C' RIM 1 8 1 IE-158.18 IE�18"ADS, WAS 58 IE 18"A08 W:16JJ5 If 8"PVC W:D2)6 STd =�i--� I� I II �YIE 18"ADS W/IN.58 / 1 E%. 8" D.I. V.M ` 1w._� _`.. `�, I. Jo' r / d s r GAS CA GAS GAS AAS 0 zxi'R \\DF � \ \ /> }'-A-1 11 \ A-1C 4S�\ Y}# 7'-A-1FOr3_ SSMH\fi68-3 RIM:159 12 ' I 1 2 IS 8"FIVG E:149,10 IE 8-PAC W148J0 / PARC�L// 302305 108 n\3 1 \ fy -4 ` l I} ) I I I If WETLAND AJ _ IAA-8 I I I I CATEGORYI IV 1 \ \ \ \\ 12" \ \ \\ 1 I: -2 1 I 1\ \ \14 \ \PARCEL# 3023059021 o\ \ NO. HIGHER RISK HIGH COAL MINE HAZARD AREA (NO DEVELOPMENT — CLEARED OPEN SPACE IS OKAY) MODERATE RISK HIGH COAL MINE HAZARD AREA (DRIVEWAYS, YARD, ACTIVE USE VAN NO STRUCTURE IS OKAY) LOWER RISK HIGH COAL MINE HAZARD AREA (STRUCTURES WIN MITIGATION OKAY - SEE REPORT TEXT FOR MITIGATION) dH- - 16 7 I .y/ —A1KIIA-1J ^•6" Tom / 10 E%ISTING A_1Ly�# \s,0�f 1 GRAVEL DRIVE II 12200"BUFFER I 8" i I 6PP 2 �j 1 Fes./ II�^jL Y [Bh 20 I I lD \ 24' 16" \ 12p \8 \ )5'\ mN\\I\N \ 13lFFER\ APPROX. LOCATION OF OFFSITE WETLAND B, \ J CATEGORY III \ SMANNED ONE: VERNAL NAM 1`A` SDM eiz ,'=4a' Pee1 .@ DONAL BB TIC DATUM N75 EDM 09/02/20 HEM xm A, 21E NO EOM IF NOT ONE INN REVISION BY DATE APPR NEM GOALS . a aaare.v . rt. �� iLL'III 0 E y#YA Y { D . 6vnn EX. FIRE HYDRANT � \ L� S 34TH PL� \ APPROX. LOCATION T EXISTING UNDERGROUND STORM VAULT • • e Know what's below. Call before you dig. %CITY OF RENTON Planning/Building/Public Works Dept. 0 10 20 40 SCALE 1" = 40' R-412802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 10/14/2020 CHERIE LANE TOPOGRAPHIC SURVEY 2 N Q) O I Q N U IS Q J T LOW I 1491. 7 Ow R W 2 U a GO ,il I I II9 IE 12'CON95,13 rs N D- G: APPROX. LOCATION OF r IE 1YCgJC.:94.66 / / _ I I z -_ CATEGORYIVOPERAND A I IE 12"CONG:94.85 PARCEL(/ 3023059031 I I / PER CRITICAL AREAS REPORT O -il I THE NORTH UNE OF THE SOUTH 1/2 OF THE \� SEWALL WETLAND CONSULTING 0 A 1E 12'ADS: 94,45 souON 1/2 OF THE NE 1/4 OF NE SE 1/4 / JOB# 1fi-190 O I SEE. 30-2Y05 PARCELS 3023059022 \ EX. BONN RIM:18).38 D Igl `3 SSMH 668-1 RIM: 99.83 /\ \ IE 12SDS S:1JL33 0 10 20 40 IE 18"AD5:94.48 0 Y1 IE 8"PVC N: 92.23 12"CONC 30' SEWER EASEMENT 15' UTILITY EASEMENT / 50' PARCEL# 30230590J1 \ IE tYADS W: D1 3 II '" IE 8"PVC E: 92,23 IE=121 6] W SEWER EASEMENT RED. NO. 9612191465 REC, N0. 9612200370 I /I WETLAND \ O I IE 8"PVC 5 92.03 REC. N0. 9612191465 30' ROADWAY EASEMENT I BUFFER I Ex. SSMH 668 2 RIM 12 .13 Ex CB RIM 143.19 ` _ \ ' SCALE 1 = 40' I 1 " IE 18"ADS E 139]9 REC. NO, )]03250226 1 "-' \ EX, SDMH RIM:18].05 N �2'CONC E%PYCS1fO9.L J EX, CB RIM:166,52 IB-It 03 IE 8"PVC W 110)3 IE fFZS-FT39Z'� E%. S. END IE )&'ADS E:161JP 1 1 i:i \ IE 18'ADS N:1)].60 SSMH 668-4 RIM:' SURVEYLEGEND l(� EX SDMH RIM:9).42 12" ADS IE 18'ADS W:161 6] E . CB RIM 1 8 IE 1Z"ADS E:168.05 IF 8"PVC E:172.96 IF 12'ADS N: 93.62 B d •- " ` I I_"'' _ '."' "" I B IE-158.18 El WAGE E165.63 I IE 18 ADS W 16J.]5 IE 8"PVC W.172.76 N IE 18'ADS E:93.62 I 1 w J ° IE 18'ADS 5: 93.62 d k / 1 TE „ TRAFFIC SIGN MAPLE TREE \ 3 'iJ' 18 aD5 Wn6S58 / / x I ° 1 „ 30.. / / I / 7L POWER POLE I � \ I'1 -^ \ •- � � .a-. .� cEoaR TREE STABIIIIID41R \.(1a yx \ �_ .-.- _ __�__.__ _ PINE TREE CdI511tUCMXl s A. r � 2 I ex° \ ^ \ �\ � \ \ \ \ \ \ y' \ � \ \ \ \/ \\ I ..• � \ � 1. � I I I 1 g^ ( MG IMEWAY 00V GAS VALVE \ Y BUF \\ \ SSMH 668-3 RIM :15940 1 ICI- Q 16'7 1 I ®/ ID BE UBLI ED As O! } SEE �m ' `- \ `ate 1 \ I \\\\ �� \ \ 2%1�2." \ T 1 IE 8'f�/C E:149.10 1 L'� I EDGE OF I®� I / 10 / 1 L I I STRUCr0 Q STORM DRAIN MANHOLE - DITCHLINE SHEET 4 4VV I \ \ IE 8'PIItC W 1Q70 / 52, SF l / I 1 I ENTRANCE ER LOT PARCy�L# 302305108 N4 I / 1. SUPPLEMENT As ❑ CATCH BASIN > \ 1 1 (. I 1 / NEEDED PER DETAa -moo-OVERHEAD POWER l " / / / / / I I REr'� 120"eu \ER 1 18' / / sir t Qs sANvwr SEWER MwHotE FARCE 3023059041 Sy%FDyCE I L = / / / / / / / IRACRDI? ro ALL / I / AREA I/ / I € IU '^ TRacrR ro lxsrau 4' oEtaa Barr } i / 1 / / / s,B25 cart s Nr r NK / / ITRACT A I LTCH eaax \ o" \S 34TH PIL -� -SEWER MAMR SUMP AND SUMP PUMP (TXW) I• / �I2' / „// (Q�L_ �k�.••� I / LOTl v Y_ I' FIR TREE - IJ'I' CAPABLE CS MP AND BJ GPM O / / / / / a / / a 84 / (9(��FMW FQT PNE Dff9ELDPlD 2�}TAR/ P�tIVA1E C'RIIICAL I INSERT PERK rAA / J I \ B65USF 8• m \ 5 I� ° II ° //x} \ I l I, AREA / SHEET II / \\ %-STORM DRAIN 50' R HEAD (SIZED FOR R E 6 / FLAW PER CALCULI S ONE l \ W70NWWD TREE et' I 6". c I a// SEE brmtl> I I I wETUNo N- 0 l IN I / // / cATEcoaY ry I 1 e" A CO DEVELOPED 10-rsul now) n 1 / l V / 1z / © uoER TREE Cl) >, WW / / a o'I lot 6" Y / / I / ( I laY �o" 6 1 / I 1 P" �o" / / I 52e30 4E o.. A Ir,/ 1 u+aFr rxo>Ec I 8'• D (� / I REFERc7goA T I NATOE dYiOW/N nt�¢s,� (`4�j'y I / I I REg11RE0 FORS -r -WATER O a l / oo,f9T 2F I / / 4. ( 11 \ F°'Quub Lwx�rgs l RE1ErnTutl AREA# sw¢L N 6.. I {'� Y 20' 124" rc� dx-DE-SA O / 0'AL R ibF / dry' 14 MAPLE / / /�]i I 24" 1 I A \ RSA \ TESC LEGEND \) 1.. I / / 2a I \ \ a 1 1 I_,-]\�,` \\ \ 2a B \ It� ( OWE __��LL�� cLFaRINC1 1 •' \ \ 07 LIMITS '- I I 1 I 24 \ \ s BUFF _� �\\ \ \ FENCE x sILT FENCE 10"PINE\ 30- \ \ \ V A\ \� \) {+� �� 8 \�FFERV /I / " �J TREE PROTECTION FENCING w FOUND SEEM AND(CAP 2d(' I \I \ 12953? �lY 10 �'- ro EE \ / / \ _ ® INLET PROTECTION z I LS#z�s3] I I I \\ I \(TIP) I 1 \ I •�-- \, Q 0.3j N I 1 �AAV ( I A\ 1 \V A14 \ V PARCEL# 3023059021 SEE TREE RE DIMMED ( ) _ - - - ® CONSTRUCTION ENTRANCE -I I o.5�'E i 'i \ \ \ \ \ PRDTEc ON ` APPROX. LOCATION OF w \ \ \\ OETAa BELOW OFFSITE WETLAND B, I rvGRA BOUNDARY CATEGORY III - \ LLl ' \ = EROSION CONTROL GENERAL NOTES U SEDIMENT TANK CALCULATIONS: DEVELOPED 2-YEAR FLOW=01033 CBS SA-2080 x 0 = 2080 x 0.1033 = 215 SF V=SA x 3.5 FT OPEN =215 x 3.5=752 Cr V=752 OF = 5625 GAL EROSION PROTECTION NOTE: 1, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING SHALL 15 ME ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT AND ME A MONTH OR 1NIHIN 24 HOURS FOLLOWING A STORM EWAT INSPECTION AND MAINTENANCE SHALL O ALL EXPOSED SOIL AND/R DISTURBED SURFACES TO BE COVERED N1M MULCH, STRAW, AND/R PLASTIC SHEETING PER APPLICANT'S CONTRACTOR. OCCUR MORE FREQUENTLY AS REWIRED BY THE CITY. BIG. C3.4.A AND/OR TABLE C32A KCSWDM. UNDER NO CIRCUMSTANCES SHALL SGL STOCKPILES BE LEFT UNCOVERED. 2. ME APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY Q CONSTRUCTION SEQUENCE ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT 15 REWIRED FOR ME PROJECT. THE STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND APPLICANT SHALL PROVIDE ME CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY INNIN 500 FEET BE A DISTURBED OR CONSTRUCTION AREA, UNLESS ME RUNOFF MAT ENTERS 1. PRE -CONSTRUCTION MEETING. ASSOCIATED WIN ME CONSTRUCTION SMRMWATER GENERAL PERMIT. ME INLET (MIT BE CONVENE) TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCRONING 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SRERNSOR. 3. ME ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING ME ORDERED STEPS CONDITION. MAT SHALL BE FOLLOREO FROM CONSTRUCTION COMMENCEMENT TO POSTPROJECT CLEANUP IN ORDER J. FLAG OR FENCE CLEARING OMITS. TO FULFILL PROJECT ESC REQUIREMENTS. 1J AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED T 3 NE CAPACITY OF NE CATCH BASIN OF ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. ME CL 4. INSTALL CATCH BASIN PROTECTION IF REWIRED. 4, ME BOUNDARIES OF ME CLEARING OMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF CLEANING LIBERATION SHALL NOT FLUSH SEDIMENRADEN WATER INTO THE DOWNSTREAM SYSTEM. VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON ME PLAN( 5) SHALL BE 5, GRADE AND INSTALL CONSTRUCTION ENTRANCE(S.. CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF 18 ANY PERMANENT STORMWAIER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL PERMANENT NT AS ATE TEMPORARY ME GUY R RENTON SURFACE WATER RESIGN MANUAL ( RENTON SWDM) PRIOR i0 ME START OF THE NECESSARY ESC BMPS AND SED BE E STORAGE CAPACITY PA RAN 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER. ETC). CONSTRUCTION, DURING ME CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND ME CLEARING LIMITS INFILTRATION ATE SYSTEM IN I S TO ULTIMATELYIN IF NE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION IO SHALL BE PERMITTED ME CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC In HA ROUGH GRADER SO NAT THE TOM PERMANENT STATE, ME TEMPORARY SHALL STATE J CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) 4MULTANEWSLY WITH SUPERVISOR FOR THE DURATION OF CONSTRUCTION. AND SIDES ARE LEAST THREE FEET ABOVE FINAL RAGE OF THE PERMANENT FACILITY CLEARING AND GRADING FOR PROJECT DEVELOPMENT 19. AREAS DESIGNATED ON ME PLAN( S) CONTAINING EXISTING STRMWATER FACILITIES ORONSIIE 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION BMPS AMENDED SUES, BIORETENTIR, PERMEABLE PAVEMENT, ETC SHALL BE CLEARLY FENCED 8 MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL AND MAINTAINED FAR ME DURATION OF THE PROJECT ADDITIONAL MEASURES, SUCH AS CONSTRUCTED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING STANDARDS WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE CLEAN AND TRAGIOUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF ME CONSTRUCTION, 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO MAT AS PROJECT IF SEDIMENT IS TRACKED OFF51E PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT ME 20 PRIOR TO ME BEGINNING R ME N£i SEASON OCTOBER IS i ALL DISTURBED AREAS SHALL BE SHE CONDITIONS CHANGE 50 NAT ME EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH ME CITY ENO OF EACH DAY, OR MORE FREQUENTLY DURING WET WEARIER, AS NECESSARY TO PREVENT ( )l Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS SEDIMENT FROM ENTERING WATERS OF ME STATE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED R SEEDED IN PREPARATION FOR ME MI RAINS. DISTURBED AREAS SHALL BE DROVE OR SEEDED WITHIN RE WEEK OF ME 10 COVER ALL AREAS THAT WILL BE UNWRKED FOR MAKE NAN SEVEN DAYS DURING ME DRY SEASON R TWO DAY 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSTE R IN DESIGNATED CONCRETE BEGINNING OF ME WET SEASON AN EXHIBIT OF NOSE AREAS TO BE SODDED OR SEEDED AND A. CONSTRUCTION STORAGE PRWIBIRLD ME APPLICANT MAY NOT FILL, EXCAVATE, STACK R DURING NET SEASON MN STRAW, WOOD FIBER MULCH, COMPOST PLASTIC SHEETING R EQUIVALENT WASHOUT AREAS ONLY DO NOT WASH OUT CONCRETE (RUCKS ONTO ME GROUND, OR TO STORM NOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR RENEW. STORE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES R COMPACT ME EARN IN ANY DRAINS OR OPEN DITCHES ONSITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED WAY WITHIN NE AREA DEFIER BY ME DRIP LINE R ANY TREE TO BE RETAINED. 17. STABILIZE ALL AREAS NAT REACH FINAL GRADE WITHIN Z DAYS CONCRETEWASHOUT AREAS 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, ME PROJECT SITE SHALL BE STABILIZED TO B FENCED PROTECTION AREA REWIRED: PRIOR TO DEVELOPMENT ACTIVITIES, ME APPLICANT PREVENT SEDIMENRADEN WATER FROM LEAVING ME PROJECT SMALL ESC BMPS SHALL BE SHALL ERECT AND MAINTAIN SIX-FOOT 6' HIGH CHAIN LINK TEMPORARY CONSTRUCTION 12 SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE NAN 30 DAYS. UPON COMPLETION OF ME PROJECT, Z ALL REWIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING REMOVED, AND STRMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ONSTE BMPS SHALL BE ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE AND R CONSTRUCTION TO PREVENT TRANSPO ION OFSEDIMENT TO SURFACE WATER, DRAINAGE RESTORED TO THEIR FULLYFUNCRONING CONDITION. ALL DISTURBED AREAS R ME PROJECT SITE FENCING AROUND O DRIP LINES OF ALL RETAINED OGEES R AT A DISTANCE SURROUNDING SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY SHALL BE VEGETATED R OMERMSE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS NE TREE EQUAL HI ONE AND ONE DER, OR FEET Q-I/4') FOR EVERY RE INCH (I") OF SHALL BE SODDED R SEEDED AND MULCHED TO ENSURE MAT SU710ENT COVER WILL DEVELOP TRUNK CALIPER, WHICHEVER IS REAMER, FE ALONG THE PERIMETER OR A INDI PROTECTION 13 UPON COMPLETION OF ME PROJECT ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED, IF CONDITION UNTIL ION RUE NAT CLEARING AND/ SH SHALL BERE CONSTRUCTION IS COMPLETE AND POTENTIAL SHORTLY AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE TRACT PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING ME APPROPRIATE. FOR ORUCTI EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTERENSURE LANDSCAPED BEFORE OCTOBER IST MAN 'NO FEET LED), SHEPROTECTED ACCESS TREES', R LL EACH SIDE R ME OR FENCING IF LESS CONSTRUCTION IS T EXIST AND EE SIZE HAS BEEN STABILIZED TO ENSURE NHAND M FAIR ONSII£ EROSION DOES NOT EXIST. ME IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND NAN FIFTY FEET FUND SHE ACCESS TO INDIVIDUALLY S SHALL TREES R GROUPS (4 AROBORIST NOTE: REMOVAL R ESC BMPS SHALL BE ME RESPONSIBILITY R ME APPLICANT. 22 ROCKERIES ARE CONSIDERED A METHOD OF BANK STABILIZATION AND EROSION IES IN CI BEES SHALL BE FENCED AND SIGNED. INDIVIDUAL BEES SHALL BE FENCED EQ FOUR T O ROCKERIES SHALL NOT L CONSTRUCTED ECONSTRUCTED SERVE OR RETAINING WALLS ALL RNKERIES IN CITY SIDES. IN ADDITION NE APPLICANT SHALL PRONOE SUPERVISION WHENEKR EQUIPMENT R CONST U TO BE ON -SE TO SUPERVISE ALL B. ANY HAZARDOUS MATERIALS ER LIQUID PRODUCTS NAT HAK ME POl£NTIAL TO PIXLUIE RUNOFF ROAD E OF ROD SHALL BEYSHALLBIN ACCORDANCE WIN CITY STANDARDS. ROOKERIES )RUCKS ARE MOVING NEAR BEES CONSTRUCTION OF ACIDITIES BENEATH ME SHALL BE DISPOSED OF PROPERLY OUTSIDE ROAD BUILDING CODE. SHALL BE CONSTRUCTED IN ACCORDANCE N1M ME G RETAINED I FROM RAISE CHANGES: LI NE RAGE LEVEL ADJOINING TO A TREE TO BE RIPLINES OF RETAINED )REFS IN1£RNATIONAL BUILDING OWE. RETAINED IS TO BE RAISED, DI APPLICANT STALL WALL OR A DRY ROC(( WALL R ROCK 9. ME ESC BMPS DEPICTED ON THIS DRONING ARE INTENDED TO BE MINIMUM REQUIREMENTS BE SE ro MEET WELL AROUND NE TREE NE DIAMETER R THIS WALL R WELL MUST BE EQUAL TO NE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED R SEASONAL REE'S DRIP LINE TOENSRE DICTATE, MIL APPLICANT SHALL ANTE PRO NAT MORE ESC BMPS WILL BE NECESSARY D. IMPERWOUS SURFACES PROHIBITED WNIN NE GRIP LINE: NE APPLICANT MAY NOT INSTALL TO ENSURE COMPLETE SHALL RATION CONTROL R NE PROPOSED SITE DURING NE COURSE D IMPERVIOUS SURFACE MATERIAL WHIN NE AREA DEFINED BY NE RIP LINE R ANY TREE ANY NEW DON IT SHALL BE MAY OBLIGATION AND RESPONSIBILITY R TO APPLICANT TO ADDRESS TO E BE RETAINED UNLESS MMIN SE APPROVED BY NE CNN. ANY NEW CONDITIONS NAT MAY BE REAMED BY NE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC E. AROUND TR TRADING WHIN NE DRIP LINES R RETAINED N ME NE RARE LEVEL BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS.MEREAAS MAY BE NEEDED TO PROTECT ADJACENT AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WHIN NE REALER R NE PROPERTIES AND WATER QUALITY OF ME RECEIVING DRAINAGE SYSTEM. FOLLOWING AREAS: I) NE AREA DEFINED BY NE DRIP LINE OF ME TREE, OR2) AN AREA AROUND AROUND ME TREE EQUAL LI RE AND ONE HALF FEET PROTECTION ") IN BASE O M EACH 10. APPROVAL E THIS PLAN IS FOR ESC ONLY IT DOES NOT ORS, CHANNELS, EL APPROVAL OF STORM RE INCH (1") R TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, DRAINAGE DESIGN, SIZE NOR COCATIR R PIPES RESNICTRS CHANNELS, R STRMWA)ER p / p z SPECIES, SOIL R OTHER CONDITIONS MAY BE REWIRED FACILITIES. 1 \ - [Y 12UOJ F. MULCH LAYER REWIRED: ALL AREAS WITHINREWIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WHIN A MINIMUMUM OF R THREE INCHES (3") OF BARK MULCH PRIOR N. ANY SUBMITTED TO SYSTEM NECESSARY AND NE CONSTRUCTION OF STORMWA)ER FAGLITIES SHALL BE LLJ z TO MULCH WILL R ME AFFECTPROUECDW PROTECTEDFENCING. EXCEPTIONS MAY BE APPROVED IF NE SIIBMITI£D TO NE CITY FOR RENEW AND APPROVAL N COMPLIANCE WITH CITY OF RENTON STANDARDS z MULCH WLL ADVERSELY AFFECT CONSTRUCTION ROUND COVER PLANTS. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, MAT WILL NOT BE DISTURBED G MONITORING REWIRED DURING CONSTRUCTION: NE APPLICANT SHALL RETAIN A CERTIFIED Q ARBRIST R LICENSED LANDSCAPE ARCHITECT TO ENSURE REFS ARE PROTECTED FROM FOR TWO DAYS DURING NE WE SEASON (NTRR 1ST NRWR APRIL E IMMEDIATELY DI SEVEN DAYS , O J APPROPRIATE FOR ANY AND AN TO PRUNE DOBRANCHESMOOR ROUTS FERTILIZE AND WATER AS DURING A DRY SEASON (MAY LOT THROUGH SEPTEMBER JOIN)MULCHING, STALL BE IC WASHING, STABILIZED O DEVELOPMENT ENGINEERING APPROPRIATE FOR ANY REFS AND ROUND COVER MAT ARE TO BE RETAINED. WIN NE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN jjl$I O O�14IZOZO LEI H ALIERNAFW PROVIDE EQUALR REAER` MEEATIVE SAFEGUARDS MAY BE USED IF PROTEC ON WIN APPROVAL FROM MENCURRENTRMINED TO CONFORMANCE W9N APPENDIX D R NE RENTON SWDM, PP PLANNING PROJECT MANAGER. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SIRES BETWEEN OCTOBER 1ST AND L, w �A\ APRIL 30M. UNLESS OTHERWISE APPROVED BY ME CITY. KROW What's below. Encompass, I �D A� 14. ANY AREA NEEDING EVEN AI ESC MEASURES, NOT REQUIRING IMMEDIATE A N➢R, SHALL BE D /V ADDRESSED WITHIN SEVEN ) DAYS CBI( before you dig. Qy aF WA3scuo ENGINEERING & SURVEYING `z'rw SUM -• aa�CYL RODI�naOI �0910212020 T_40 CITY OF Western Washington Division 5 "@ BB -A\ T CHERIE LANE °°®4"'NIA 165 NE Juniper Street, Suite 201 •Issaquah, WA 98027 •Phone: (425) 392-0250 •Fax. RENTON NIA (425) 3ington C '� DRAINING NO s9sr4 T� pATUM Eastern Washington Division �@6TyF6Sv 'v 1. REVISED PER CITY COMMENTS EDM 09102120 HEM xm EON IAT Panning/Building/Public Works Dept. TESL, DEMOLITION AND TREE PROTECTION PLAN 20521 407 Swiftwater Blvd. • She Elum, WA 98922 • Phone: (509) 674-7433 • Fax: tONAL CIF' �.cIF NET ONE IN (509) 674-7419 09/02/2020 NO. REVISION BY DATE APPR THEM v WEER3 Of, 13 DO N 0 O �1 C w U a PETERBRINGS IN PSdWs ME ERWI US DARD VREFHFA USED zMN nLWRFHWC � r — � weMAYBEd°�Ra" MYIw.,REwm I W. EARCU e MMPM1$EBEF1fEx EI PoerE.oxmurvxLFHFina.) 1. CQNO=NN�UOE 11. eEamoED�LDwTum.A TIM EOTOT . UMMTMAudWFBOFovE FLM..MYv CEWMm D 2. Maynowari ADHO) URGE BRE Fees MIT FILM REQUIRES WIRS BMkNG To INCREASE The STRENGTH FIRE FENCE. MARE n MOON uosER MAP mad6Q MAY BE Rea o FISH EXTRA STRENGTH FABRIC IF FIELD MANCE WARRANTS A �N� FEE, SOL WHERE IKE F� IS INSTALLED. WE SLOPE WALL NOT US ST�PM � M I V 2,k IF A TYPICAL SILT FORCE IS USED. THE STANDARD 4G4- "CHSUM RE IN A TRUCH THAT STABLUM THE OUNCE AND OLSON BUwEREOU(EDTo LEWIS AGTExmcEW6INCHES FWE SILT Fina FMRUI IS WELL w m AND 26. FULTE R FABRIC FENCES $HALL SE INSTALLED ALONG CROMINSTIOURS �N� �SIOM, 11. Aus' DAMAGE ANSI BE �PA�D IMMEDIATELY. as IF �NCE�7� FLOWN ARE EVIDENT UPHILL OF THE PENCE. THEY MUST ME INTERCEPTED AND CONVEYED TO A SEDIMENT LOGO OR PSNW 33, IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FORCE FOR SIGNS OF THE FORCE CW�NG AND ACTING AN A BARRIER To � AND EENDMBHG WHONNELUATION OF s. IFT«EAILTERFAB5MI, SEDIMENT MUST RIC(GOOL°LRAM"iLelilslDEiRllo°wITT`HICS HIGH METO uvRAVIOLLET8 ".ITsxuLBE REPLAMED, LLEL TO THE MERGE IF THRY OCCURRA ROBLACE THE FENCE OR RqMmw THE ��ED SEDIMENT. MUM owERMEE Was MAMMU NWIDUALE STD. PLAN-214.00 PUBLIC WORKS SILT FENCE 9/zit/zola DEPARTMENT GAZme Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 TOM UMEFvnME CRNaw Ms wMTwMTEDa,ITE ML�R BmWEM N4 c@PI6 WATER UMON VIEW DRAMAGMEGALAW IRECTPNau RSRI SHOWHI TmaVAcsvnswmP.) a DUEMmrvamaa ETm) M IGANIFaRATEOEVIN 190METRIC VIEW NOTEN: WRmpmigwMMta t S TThe RUNONFIEIRTERRS Tire CATCHM`NwuDEE CONVERED TOA S[oRENTPoxomaRTR.n. 3. BEAT PROIESHON RWLBE mm WPROTECTT MARGINS BYGTEM a. 96ETCHFE�LQNIXLEFDROMimE WARCE MUD)MTHE VEN ATa STRUCTURE IT WIU USAGESA THE &GOS� WAMITOR WPERFLOWSYPASS, a WE RETREVU Br MUST ALLary REHmaLaPrtEtlmMTNWianulnOTxE C0.1ECTm MATERIAL 1. PERFORM LMWTENM Ew A(GEMNU EWITI STANDARD FaEPI nM ReAMS STQFAw THE MMR MMAMRWEE MS 6vaL BE EYm ORFE`"BnPT "�m"M TME�DAd.E�TxiROOFMEPVaW1E omMwEExwEo.ouwnalsmrroswEwm Is RTMENT DEPASM. PLAN -316.30 PUBLIC MEW CATCH BASIN INSERTr east 9/ze/zols GAZ READ I DRNEWAYS E.HQ.�E 000� THE EDGE OF THE RUGGROWLANVY 00 R•x9Y Ef. AVOID XGQf"MTtCEW re wmaT RGADaTMe ISA .i' WMIN ISM".MgWm wpRE6aetlEa MF NOE6: PLvsRiwmcxatauwVEnncdmwnpXenE.woTPwVEYHdoNMVm PmoaoRomm TNIMO FPETwTEanE�" Tx PMRWca FoaEAd RFbeaNcaixadOMONRITIEIWXEYWMEKH ENTRANCE s o'LDO''ewceX01raO'Be: 'meu`mumERTrE6PAUMPRs WRNEMD�LeNTFRWMMPwaUPwroTM6 KPe..mEmOm LE OEM Mesa. MEET TH v Is UR�gw MOCOM"DRCdE, C [ .ORRPAL Cu wATmEPsa<1MESTAION E iN�Na ulunilw aT' ET Eaw RACE rx 2.a wELt BAKmuucmMAY BEwwMU MMRORm INEDWITH QUARRY VPuISS IN THAT WILL MET BE USED FOR MR ,rPmMGM THING FUEL M BUT RawMflNEo FOR ENTNUNE srauuBandN N URBAN ANFA¢. THE INSPECTORMyATMaTIME ROME WE USE OF OM ywa-a IF WE HBO FUEL IS GOT PROMMUNING SEDIMEENT FROU OEM T� � PAVwUWT OR IF WE Me FUEL IS SONG RIED 01,70 z RESTRICT TRAPIRC TOu: m"'`s°aE"RTADE'THIS cexsua.uawuvlxcPEMETHE EM. EFMCINE SOFmF Hoµ P MSET`THHE TO EEMD EFEW�XOCD"oW 32 F PRO ENTRANCE IS NOT ��"Mg SEGMENT FROM BEING TFACKES) WITOPMAMMENT THEN ALFERNATTE MEASURESTO MEEP WE �En FREE OF SEGMENT SHUMUL BE USED We MAY INCLUDE STREET SWEEPING. AM INCREASE IN THE OIM�SNS BRUTE ENTRANCE. ORTHE 1MV�MON OF A WRIEEL 33 MY SEGMENT THAT IS TRANED ONTO PAVEMENT SHOUL BE REMOVED IMMEMATELY By SWEEPING WE SEGMENT ��D TRY SWEEPING SPLAU. BE RENVARIED OR SUAWLZMJ 0 N VNE THE PAVEMENT NALL NOT BE CLEARED By WASHING DOWN THE STREET. UNCEPT WHEN SWEENIG M IN� AND THERE IS A THREAT TO SUOID SAFTEW IF IT IS N�M�V TO SMARESS THE STRUMETS A SMALL SLUMP MUST BE CONSIBRUCED THE SEMAAW =I WEST BE WASHED INTO THE PUMP WHERE IT CAN By CONTROLLED AND DUCHARYIED APPROPRAPATELY WASH WALSH NOV BE PUMPSO BACK � WE SIM AND CANNOT NOUGHLARSEE TO SYSTEM TROUTHARY TO �� WALKING eE RE ENTERING OIL Entries THE wmR ATMNN $4 My WANTS GLASS THAT ME LCUMENED FIRMS WE PADOTHERST"romNWEm"XST"RIinM eUNNI m gST iincNc SHHALL BE WETauEDTomxma LRAEEIc. xe,e Me IRE TxEAMsaTDFTPIANmA Farm21a.10 PDDARWORKS STABILIZED CONSTRUCTION ENTRANCE GAZ 9/ze/201e 1 DEPARTMENT mu emumnNmdwwal s.mlx. nWItP¢TNM]EI Ax.IwovRnl EOOMvaTYwun Am {teiu T¢tl � E¢a N.s� uEl • i ►'s .••• IDe F2 NLEENIS 69W seen Acd Unit Is made from c�s- RnWit wWhylene ter supers rduwWny and safety. This tank is ideal ktem raryalwage of water. chemicals and olhw liou✓Ja Tire E2 MLEEN 6900 is ooMCls WOUSAMgt4 eM iMal for we In mnsW wn, nanwactunn& dower Plante and varkly m indwlrwI Nollkallma EZ NIfFN Party Tanks have bar molded in 3ONTO flanges on the hollwn of every taniM SUNNI0ainage and ease of deanIng Each EI KIE£N tank coma wit a Bad SO Were NaMrlal cmlxee mlpMw'u Gpechy 6900 VIHSUm onwxlge 24o0IW. FwRpdnt ]10'a 161' sd na A(Mauark C'eclbrg1bee5 Sm"w sdlDMronmem�es AnON RoTWA:S AM ras .0 PUMPS A.�„ANNMAm a.eILTRUMNA UMS end ere P'MY SKIM earrick Wass MI • • N Know what's below. Call before you dig. IF NOR ONE INN SDM RN"� �,,.., .O CITY OF xm. 89 ' RENTON T`� DnruM 1. REMISED PER CITY COMMENTS EDM 09/02/20 HEM Hm LOU � Planning/Building/Public Works Dept. N0. REVISION BY DATE AMBER NEM s.LE.ccare.wT (5 Liquid Ingenuity 8800 7427246 Vdonenteom R-412804 in�KyL•,i�•rn�y�a��:c�y:r-�e�a•::ce►�yrmw�•�y DEVELOPMENT ENGINEERING msippo 10/14/2020 CHERIE LANE TESC DETAILS 4 CN I O 0 O N U Q J z. 7 V R W 2 00OC) CO N N N IE 12"CONC.:95.13 O I g rT�-�1 I/ I IE 12"COrvC.:94.66 Q N N W MI O I I III 1 IS 12"CONC.:94.85 PARCEL# 3023059031 a 5 _t�0 20 \� O I 8 I 1HNI LI E NNE OF THE SWiH 1/2 OF THE i Li aT I IS 12'ADS:94.45 SW1H 1/2 OF R1E NE 1/4 d' THE SE 1/4 $TA 12+J1.8/ WSTALL N I- srA:fo+I4.Jo, 1z.6] LT 1 �I I SEC. 3o-1J-D5 ce R w/salD Lro SCALE 1" = 20' 1-8'X6• TEE (R) Reh8SJB I EK 510+ /1 STA: 12+81.01. A91 Li WV9A45 18' (5) I I I dI STA ADJUST TO 8, MAX14 1-a• ADAPTOR (MJ) RALWvmt s.6 D I I E SSMH ro DE 9514 1-6' GATE VALVE BLM) INV=129.60 18• (E) { Uri' FWINIG SSMH 668-I RIM.99.83 1-fTIDRANT ASSEMBLY O I INV=129.60 18' (W) I CONNECdw IE 8"PVC E 92.23 12%ONC STA 11+90.09 15' SEWER EASEMENT PER 'SB1 PEN' L. INV: 1R 'p 5 /g) SURVEY LEGEND O I II IE 8"PVC E9223 IE=121.6J RECMMI. N0. 9612191465 1-8 x6' VFRBCAL CRO55 30 L°ivER EASE/AENT IE 18AD5:94.48 BEGIN TAPpt 10 II II 1 SM 10+35.04 IE B"PVC S: 92,03 M. FOR PoLYPIG STATION REC, N0, 9612191465 TRAiFIC SIGN 111E 18' d O TIE, 102.00 IX' STORM AND G� SECIKIN IX S$MH /z aLINO RANGE O 8.92E I B N ANAL LINE iAC�MOMNTERm siA 12+1A16, tx 5' RT THRUST BLOCK ROWER ROLE N STA 13+50.00 END h STA 10+I1.00 Cr LTOT -I - - - I'I i III D ONByDRNE7TAY afi (r7P) ADJUST M WADE 12,E J EX. CB RIM:143.19 20' NAMMERNFAO 1 EX. SSMH 668-2 RIM, 128.1 STA 12+J]AG 9.59' LT ERS STA10+51J8, I.53Li IE 8"PVC E110.9} 1-1• DOIIESIIC WATER IS 18"ADS EIM 79 SECTION pd VIV WATER VANE IXISTING WATENAWN 1 - - - - 12'CONC. STRl4CE IS 18"ADS W 139 69 BEGIN 12' GRAVEL D WATER METER SEE DETAIL BELOW 1 dV9S10 Ia' (FJ �_T1Tp}- IF WPVLW:11➢.IJ R(yQIT�_ ACCESS SECTION_ J W1.1 15' UTILITY EASEMENT FIRE HYDRANT ADNEX 1D GRADE 87 42 - REC. No. 9612200370 E%. SOMH RIM:#] 42 - - - - - - 1- - - - - - lB ®GV GAS VALVE IE 12 ADS N:93.62 I" I 1 I I I. I I D BW 120.00 TV 13400 1 I I L _ _ TW 14L31 TW 15000 / STA: 13+6486 $TA:f3+]4.9; 6.21LT IS 18"ADS E: 93.62 ' fr I I I- - - I - - I - - - 9wIi1800 - e W 136.00 BW 14A00 " "/ " 1W-152150 RBU 148 ]0 I OD STORM DRAM MANHOLE IE 18'A05 5:93.42 - 1W 540 TW OD T}Tly BS \ M 12834 \ \ \ TW 144.J1 \ ilY 14BJ2 / ENO W ❑ CATCH 8451N I 1 ew 144.0 ew mi.`e \ '� nazs� ^ \ \ 136 00 \ \ ew 15z Ixl _8 BW 1�A0 16.00 = J l� Bw 124 °x°"��x Pt-ax y W �� o W 140.00 \ 1 \ I /'{ J / om ' _ a 14B.00 5 SANITARY SEWER MANHOLE GATE VALVES REMOVED - - \ OIF OH O PER WATER L� DEPARTMENT. WET TAP 51 \ \ - FIR TREE (� REQUIRED. 9+ \ 1 1 - m p _ m T m SEE SHEET 6 PER STA 10+21B2 m/ e �NIWUAiI(N! o COTTONWOOD 1REE O BEGIN 16' LOT 2 -\ Is '� 4°=i 1:fl i 4 \ m 5 F 'J F `a A 1 / `� -\\ �� a.'. \\ �s / / s / �_ ALDER TREE Y #W.080� I- \ \ \ry s / ms \ws- / ws5 nSEn-^cn5,-(Ln -^s�ws ws/-.._ws� x- /ws-us- {r+j AMPLE TREE 12 OF 1B• d e I I - , 1- \ \.. \- \ �tii 8„ \ \ \ \ I \ _ \ \\� \ / \ \ \ CEDAR TREE 371E 1810 � 5 I Q \ � �\\J'� \ \\ \ \ \ \ Tw t4%Sl \ \ �$TA f4+J200 J 4.1)l - / \ I \ \ ` \ £� \ \ \ Bw 140.00\ \ STA`I3{42.95 \ \ \ EIN) 12' \ \ \ \ \ \ \ \ \ \ \ \ \ -\ \ \ \ \ TW 144 5O- \ \ p � ACCE / TREE (UNSPECIFIED) w STR10+1&81, IaM RT 9 \ I g 2 5 LiSb \ I dLVN W/ I \ \\ 1 \ \ - 18"III 3942\\\ \ `ENITULL \\ \ BURS SECR(M \/ z R6B9ao] 1 I I \ I\ '^ 1 \ 1e`Ls \ \ \\ \ w�13B06" \ \ \ \ \ Q BIV=8121 12• (E) - •wLT � -a STA / 6415 1 SrA 12+20.00 \ \ \ \ `, - - \ - \ \ \ \ \ \ \ \ \ \ \ \ / \ PINE TREE INV 9286 IB' (N) - I T� 1 tl. \ \ \ "' \ \ \ \ JX12" ,\ \ J -,. \, / RIM aes s.2R 1o.]e Rr 9og3 20 I \ .. \ \ \ I 1 Il ym \ \ '� ST�a3.02 \, \ \ „ \ \ DITCHUNE I \ E 96.5 (E) I SEC110N A /T+3 . \ y \ w J,5 LF 12' d O - . I\. \ IE 94.s (W) \ \ J LF 1Y PUt♦' PIPE \ I 1• TER Af \ 9. w E \ \ \ \ \ 1 1 3.69E Y�qC+' I O T6.61F \ A V8+88. \ M wALL \ \ \ \ II SEE DETAIL SHEET 8 \ \ I ) PER SID PIO.5 \ 1 \ \ \ \ 1 / PRV PER STD J40.5 \ \ \ (OESI BY DINERS) / \ 1 \ P-OVERHEAD POWER W I I E4 i I I I / I \\ Lbw\t OQo % 2 D> ,6. y/ / / / / \ S 1 mac A D PRIVATE TR1CTAL I Iq I 1 / ST 12N].00 I __5 / // 1l NM/ / // / / 1 AREA iRk,CT \ SEWER U l l I a PARCEL#3023059041 I J2'FROAI ( 1W AIJ28U,•�`-/II -STORM DRAN gBIOLI I 13Sm / // // I I ! TM itEUPE OF sz.831) sF 1 -GAS O 130 / / / Sra zo+aaos f}tr�, ,/ / / �\ \ rNov,vr I FBI GROWTH -W I' V 6 QI E/�135. -WATER SET ds / / / Jl sD ftFANae I I / B� NW BOUNDARY I� I 1 / /I 7 >� / \ I I �-Q / / I / I / �1D- / v� 1CL I Wb/ 6 ///// / / I / H I / 2 / / mAMANE AFISAS PIPE CROSSING TABLE 6 / I/ / I l I / Q \ / \ am 891.93 6" 10" / / / / l I l l I 10/ 1CU2 10- - \� v I 1 12' SO BP 9d86 3.1 MAX. (IYP) / / / / / I / If Q / 12°ALDEq `A- 12. 6.. / / / / / / / I I / / / i i f/�� I Imo' T 8' W 7P 91.93 I I I to" / lI / l l I / / /1n° �8'SS Be 9280 I RETAINING WALL LE 1.25 HEIGHT OTHERS (CUTICLE B 1 f 1 / / / l T 2 / l l l l a °\ / / A � 8' SO BPam W 7P 2122.25 INDICATED ON PLANS) 2_7- I ) / / 4 197 SF 110' / / I I 1 / / 2` `X_ 1 \ 8' SS 7P 114.01 vvv 14'MAPLE I ( / / / / / I I 1 V I \ 6' W BP 119.35 I--- -� --1-----1---�-_ \ 5 B'ss 7P s2sa 6CRUSHED SURFACE --- 12" l- I / � \ \ \ I 12' SD BP 94.02 " � 1 I - TOP cOORS C-C GRAVEL ACCESS SECTION COMPACTED - - \ I I I \ 24" \ \\ \ 5 s . \ - O 8' SS 7P 994.8 COMPACTED Q I /16" 1 1 6 \ \ 1TH F BP 94. AROUND I I xrs 10°PInE '-�. IT't�5��630". I \ \ \ I � 145 \ \ \I I *ADD CROSSING 2,WHCH I I \ HAS LESS 714AN 1' EMI TM PRI \\ \L SEPARA77ON P/L I I 30, 1 A/C 1 I I I \` \\/V o OW) \ \ 8 8 SEE STRUCTURAL 140PfIOPOSED 0 140 u =� + n RETAINING WALL - -- - - - \ + FoDESIGN BY OTHERS 11 MAY. (iYP) - It (CUT/FILL HEIGHT 3.1 MAX. (TYR) 5EE STRUCTURAL VARIES AS INDICATED 16 RETAINING WALL 311 MAX. (W)on PLANS) (20' AT TURNAROUND)) DESIGN BY OTHERS \H.20' y - �` p `\ (CUT/FILL HEIGHT 135 \ \ 0 IJR „J - [� 12U 01 "WHMOr Rl U. 12• MAIN 1� il% VARIES ASINDICATED DPIANS) \ 'S'WIICKENEO EDGE 3:1 MAX. (IYP) SEE STNGCWALL IN 412801 SI aLA FORCES PER COR DESIGN B WALL 2__� S SAD PLAN 300.] DESIGN By OTHERS \ \ R p I-31"x8"TAPPING TEE (hUxFQ Am HOMIXEDT (CUT/FILL HEIGHT \ I\-412U05 ASPHALT VARIES AS INDICATED \ / $ rr X LOCATION ON PLANS) 4" HOT MIXED 130 130 Z E SOUSED B" ASPHALT ` IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1_8' GATE VkW (ELVNUf WATER LINE NOTE: 6" CRUSHED SURFACE _ • Q INRIISi BLOC( COMPACTED AT STA20+201 DRIVEWAY 6" CRUSHED SURFACE TOP COURSE J TOP COURSE SUBGRADE WILL WIDEN TO 20' B-B HAMMERHEAD SEGTIO COMPACTED , DEVELOPMENT ENGINEERING su6crrADE e O WATER UTILITY O WATER CONNECTION DETAIL OF EXIS. LOCATION EWE AS - - msippo 10/14/2020 agafour 10/15/2020 W urs APPROX LOCATION OF EXISDNC SEWER SEE STRUCTURAL PROPOSED I6" LINE (VARIES) RETAINING WALL 125 STORM GRAIN LINE q-q LOT 2 DRIVEWAY DESIGN BYOTHERS 19+80 20+00 21+00 21+25 w (CUT/FILL HEIGHT HAMMERHEAD Know What's i)eloW. SURFACE WATER UTILITY O = VARIES AS INDCATED ON RUMS) HORIZ. 1"=20' Li y� c ^ _ Call before you dig. jfarah 10/15/2021 Encompass L�1 ��Dp �E VERT. 1' s Y 9 ENGINEERING & SURVEYING ✓ ��rw TE sDM SUMEYED m"` 1"-20' xa w'NA)I&Kolsaa �09/02/2020 CITY OF Western Washington Division 5 x@ B8 -A\ p CIyER)E LANE °°®4"'N/A $ 165 HE Juniper Street, Suite 201 •Issaquah, WA 98027 •Phone: (425) 392-0250 •Fax. \ E N TO N NIA (425) 391-3055 "� 69sY4 _ T� pATUMMENINNG NO Eastern Washington Division �@81yF6�\ 'v 1. RENSED PER CITY COMMENTS EDM 09/02/20 HEM Rm Edl � Panning/Building/Public Works Dept, GRADING, DRAINAGE AND UTILITY PLAN (WEST) IF NOT ONE INN 20521 407 Swiftwater Blvd. • She Elum, WA 98922 •Phone: (509) 6]4-]433 •Fax: TONAL ' NO. REVISION BY DATE APPR lemm,m' g"O "S0M"0L (509) 674-7419 09/02/2020 NEM 5 �13 Cc N CNN 00 N CN N N CN S S C W U PARCEL# 3023059071 30ROADWAY EASEMENT NO. TJ03250226 ED S. END T R12" ADS I IE=158.18 +.mom-4 SEE FOR 5 s FOR CWTM/ATON / PARCEL# 3023059022 / 5W WETLAND 1 I BUFFER \ Ex. CB RIM: 166.52 IE 18'ADS E161.J2 1 1 \ IF 18"ADS W:161.6J EN. CRIM:169,88 IE 1E1fi5.63 \ / I\ 18, APS W\I:1fi5.58 \4a — s-1 — s— 1, rt-rsi'eD I_ — —k s— \. — T7+00S�— ems, F— ws ws Jws ws— —! AS — \ \ _ ��EE.fElfE E / >fff E�Ef Ef II .5Q• 3UF SSMH 668-3 kIM 159.40 \ IE 8"PVC E'. 144,10 \ I \I \ IE 8"PVC M148\70 /) Ed GE OF 52.&7d SF \ 1 1 I I THE cRowTx I \ I / I \ I ( \ 1 1 I h BUFFER 1 \ Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 " Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. " CIA Flom, WA 98922 " Phone: (509) 6]4—]433 " Fax: (509) 6]4—]419 \ MAIN IB EXTENSION \ EMOV D PER WATER \ EPARTM DEPAICE \ CONNEOVIDE SERVIOEOOMATELYON AWN OXIMATE AS \ VIEW SHOWN ON PLAN VIEW \ MI \ APPROX. LOCATION OF IE \\ IX 1' WATER MEIERI IE 1 SrA I8+I8.00 AND 5'ERMCE \ SEWER SERVICE JJJ' FROM lIOW11SIRFiIV MI / I I ' / 1 I 6/ 1 1 1 W �lpMESTC WATER L �ERWCE BV CITY FORCES I }' WATER METER P& PARC L# 302305�108 EOCEOFSP•BJO St,RAM M SOS Sig NATIVE" Bsom ( 1 RETENTION AREA / BUFIFER—\ 1 TRACT A l PRIVATE CRIPCAL BUFFER PROVIDES i`�ULL DISPERSION FOR I / A63951 SF REA T II I IUWN AREA ON LOT 1 I I 1 I WETLAND A CATEGORY IV I I R_�__(__—_— —_ _�____�_' 52.BJ0 SF I I' • I' •",rC` "• •.••" ,r••••' %/•• \ \ \ i• " 'I it E%. SDMH RIM:18J.W IS 12"ADS S'. 171.33 IE 12"ADS W:171.23 FC=18Z51 D�18].JB RIM:18J.05 � \ 75' \ \ BUFFER SDM I MEENNEV eiz NKoI991 88 TIN DATUM 1. REWSED PER CITY COMMENTS FEW 09102120 HEM xm A7 NI EOM IF NOT ONE INN NO. REVISION BY DATE APPR NEM ENUE.ccare.av i IX SUYLVAII( ENDS AT GRADE WITH ASFHA ROV) IX EIEV- 18z`NF SSMH 668-4 RIM: 187.56 IF #'PVC Ea 72,96 IF 8"PVC W:172.76 COWCREIE MARU IE IX. / SNIEIMU(/CVRI? / IX ELEV. 187.M PROPoSED SIDEWAtX iROSS SLOPE tk=wll w �s �s s a R-66.88' MA lro e-19T4'18' EJOSlMC PROPOSED DRrvnwr (Br mxgls) FG=18J.3] Y 5X RMP O ].ISF MATGx ro R=sees' o,5 7INO DRwE»Wr IL=M7X FW,B].0a &Co75Y '5 R.-IM.56 (MATCH IX) IX R-186.45 S 34TH PL MICH ro U. 4.s' WIDE CONCRETE SIDEMOILK/CURP / I 50, NOTCH BOARD FULL DISPERSION TRETCH To BE CONSTRUCTED UNOFR FUTURE wfnwuAL LOT SARDWc PERMT • e Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. D 0 5 10 20 SCALE 1" = 20' SURVEYLEGEND %y TRAFFIC SIGN TI POWER POI£ p w WATER VALVE 0M WATER METER tr FIRE HYDRANT OGV GAS VALVE (DD STORM DRAIN MANHOLE CATCH BASIN Q6 SANITARY SEWER MANHOLE FIR BEE ® COTTONWOOD BEE ALDER BEE MAPLE BEE CEDAR BEE BEE (UNSPECIFIED) PINE TREE _....... DITCHUNE —w�OWRHEAO POWER —s —SEWER — so —STORM DRAIN —OAS—GAS — w —WATER . . NGRA BOUNDARY SEE SHEET 8 FOR LOT 1 UTILITY PROFILES S— 412802 W-412802 R-412806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O WATER UTILITY O msippo 10/14/2020 aqafour 10/15/2020 SURFACE WATER UTILITY jfarah 10/15/2020 CHERIE LANE "KN/A I NM GRADING, DRAINAGE & UTILITY PLAN (EAST) 20521 r Q J z. 7 Ow R W 0 N N d�- rrl11N 6 '� \� S I— C 165 g Eris 13+9319 EL' 57.M NE m ' o h .. 10. 155 150 Ex CB III STa 13+2217 552E a RIM 1431 IV=13979 Is-(E I V-T39.69 18'(W 145 11 / 0 ss 13+74 z P / / ... .... .... .... .... .... .... ... „STAt ... ... .... .......... ...................... ........... . ........................... .. ..... ... .. ... kr .. ..... ..... ........ 135 - / .......... ...................... ................ ................................. ........ ....... .. ...... .. - .. .. ... .. ..... ..... ..... ........ STA 1T 3900.. // /y/ .......... ................ ... ................ ................................. ........ ....... FIM 8' WA Iolhf .... ........ .../ �. / y / .. .... ... .. ... .. ... .. ..... ..... ..... ........ .......... ................ ... ................ ................................. ....... ....... ...... ....... ....... .. .. ..... ..... ..... ........ . ...... ................ ..... ................ ............................... ..... ... ...., moss Fdt. nfc. 0 .......... ...................... ............... ................................. ..... ..... PER STO1 300.8 / .... y y! ...... .... ....... .. .... // .. ..... ..... ..... ........ .......... ................ ..... ............... ............................... ....... .......Osir / ...... ....... .. ..... ..... ..... ........ ...... .......... ................ ..... .......... ....... ... .... .. .. .. ..... ..... ..... ........ 125 ). / LF lam .......... ................ ..... ................ ............................... ................. . ..... C1SDTF /✓ ..... ..... ..... ........ y y PROFILE y / / y STA L�+8L01,. MET .......... ................ ................ .......... ORAOE (n•P) ... .. .✓�.��.! { / PoIIaJA81 ..... ..... ..... ........ 120 / .. yy . y/ 1. ...//�/ dI�IM6018•(I{� / 35fo. _. ._.. ._. .____. ...__.. .___ ........ ...... .... / rr ..... ..... ..... ...... .. ... .. ... ..... ...... ...... / ..... / y ..-STA 12+37.00. _ .. .. ... ... ... .... ... ..... .... .......... ......... ....... ........ y / y ..1. y / 1'OON6nO IM ..... ..... ..... ...... 115 PROPOSED / / / k BRIDE y / / ... .... .... ........ ........ ....... ...... i / / y ST 12+44R7 .. .. ... ... ... .... __. y y/ rm GRADE ..� ...__.. .____.........// / �/ .. .. ..... ..... ..... ...... NEW 98.07 .....A X /1 ............... ............./ .....i y ... ...... ... y y .... ...... .... ..... ..... ..... ........ tlp nQ RIM LVC= .00 ......INV=9 6218"(E) N10+E 89(E) -EL 96. L J] 180 d...... ..... ./......y✓ y ..... ..... ..... ..... .....INV=9 62 V8'. (H).... D: fl31 K1.8. O A R.... .. /... .. y ✓ / y y / GItE {£ FLxIU) .... - .... .... ... ... ... ... .. I,fJV=9 .52 18', (S). _ 3 IF 1Y d / y G y' - .. /./ y 1-HWMY9T Y ... ... .. . 1587X y Ex O 668-2 ... .. .... 'u .. / .. / STAR+14 6, O:JMi' - 1-8' BWlD- ..... ..... ..... ...... 105�arr err y Still d � / / yy Q. ✓. .... � .. INV=11IN) _ .. _. _. .. ... ... ... .. .. .... .. ... ... ... 0+1 1, 11176 Jy �.Tb. RIA1:98.07 ^ / / y y INV= 3.21 IY.(E) .... i / / .. .. .....r� y ...... .. ..... ...... . .. ..... ..... ..... ....... rb�F y ..yw i ..... .. . ... ... ... /� CL 52 WAFEW MAW WW _� .. .. ."..! ..• i 2:00 9 y ,� - TRFNdI dNW W/ ..... ........ . �..! c .. .. ..... ......... ..... ..... ..... ..... 95 i / STA 104.0 y 50 R8h 1 i./ BXIPW...... WWB7.3Z3. .............. ............... ... ... .... �. LQ y. srA I I&M ar . .................... ......... ......... .... .... ..... ..... ..... . MFBOMIIAiE RW:.1 .......................... ........ ..... ..... ..... ..... LOCAMk! Ora. ............................. ....... 90 o 3e9 .. _ ON u; o ... In ... wW.. CNN ONNO � W u 4 4 4 'u 190E EMAFOAN BS IS z. H ly 9+80 10+00 EX SSUM 668-1 11+00 nA10+51J6, 12+00 13+00 14+00 J — 4 1 2U OJ STA:10+3786, 3.92RTRIM, 1.53 LT QqF5 MN.100.2(I WK95.2018'(E) VV —412803 INV=92.2389( y MV=92. 23 8' (N) WV=9520 18' (N7 _ ._ . V .. R-472807 Nd 12138'(Si HORIZ: IN =zD• LONER Ex SSMN PER APPROVED PLANS NS BY PIPE MAX If MAWFA ANUFACnIRER'S VERT. I.= 5• IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLJ z SODS CREEK WATERR crxcR rv9TN(`T RECCMMENDAnWB • Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 SOM 88 TIK 1. RENSED PER CITY COMMENIB EDM 09/02/2HAPPR xm OM N0. REVISION BY DATErPP10'"P' NEM e Know what's below. Call before you dig. sua I-2D a w�INOI CITY OF RENTON �� UATUM IIF NOF ONE INN NUE.ccam.w Planning/Building/Public Works Dept. Q IEVELOPMENT ENGINEERING J msippi 10/14/2020 Ed SURFACE WATER UTILITY O U jfarah 10/15/2020 CHERIE LANE UTILITY PROFILES 7 00 N C ISOMETRIC VIEW FILTER noun A InVal RI Iq!'SxoW1 Fes cWCIY, SQUE IF NOTES: 1. CONTACT OLDCAS LE STORIAWATER FOR ENGINEERING ASSISTANCE AND DETNL DRAWINGS. 2. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WRH ASTM C890 M C913, US s BioPod'" Biofiiter Oldcastle® INFRASTRUCTURE Underground IF TBTIRM Vault with Intemal8ypass N BPU4 Inn,anNalMNA ".x�a_ol5°«` „R"' xex l0 4 lex, Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 " Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. " CIA Elum, WA 98922 " Phone: (509) 674-7433 " Fax: (509) 674-7419 // PLAN VIEW IN mR NXIESNS COVERS N%N FHANAVV6au�A ONADER WELL NFORN WEIR OVMwx� OQUIS Wr. n Ox.W OaxN OVAL SECTION A -A �"O vi s'^^m a'el>xww Pan. SELECTED UNIT VAULT BSI VAULT TREATAffNT TREATMENT McnenMT' RON MAN "a Imo) 100) WAghR2 WAGIn" (GRAGFS) IGRWCFS) AGIM BUW BRNB+B 4' 6 25AIWON 26B10AM BRNBae 4 6 x.4IRE66 e52rn0Be BFU &112 1' tY WAIPIq RAISIS) BRMBAS 6 6 lwilr MAIUM 4S]r0.NU IUMBAR 6 6 VIIal2R WIL14 FOCI 6 IT S5AICap IMIU41 1PLA 8 B IF 1FAE;oILFs ZId16Hs 'N GMwmbnFMNmai ' GW rnen WAEaMyGLLOMpweIMPWc, EM�W 8 °be{IaIN. 'mlmao Mruurv.mvio�ewoeoummmW aIm W.W.lwtiswba.. US Patents PendFg BioPod ra Biofiitere® INFRASTRUCTURE Underground mx �seazeB >r ALNR " Vault with Internal 8 ass YP °" BPWB xB to/x/le JPR to/4/le s n I n T - - - - STA:1 +J9 43EX 81- 811f4Li , RIM 18713 a INV i67.75 18" (W) FRI 90 IITENSION - IX 1" I ERIRVICE -PROPEHII' TO - - - - - MAIN STUB REMOVEO ER WATER - - - - - - - EPARI'EC DERVICE ,PROYIQE & 66*2.- C NNEOVIDE APPROX ATELYONF AS n -F SHOWNBiN 01, �IO( EXISTING PI Gft1DE (TP) I F - r TEE FM. - - A- IWTER NVIN T NOMN 180 F .. .. GGMESIIC WATER - ._ SERVICE A AEIIER -3=1 PER MR 175 I ---Jig-LF B'(➢i65X - -�- -�—' -- EX SSMN 666 4 1J0 STA: 19+02 4 4.TLT RIM 167.56 INV 1 J2. )6 8 (W) SEWR 165JJJ MN. ^ SOM 88 TI K 1. REVISED PER CITY COMMENTS EDM 09102120 HEM xm EDM NO. REVISION BY DATE APPR rPP10'"P' NEU 19+00 LOT 1 DRIVEWAY HORIZ. 1"=20• VERL 1 "= 5' • e Know what's below. Call before you dig. SERLE Rl xb NE NI CITY OF RENTON �� UATUM IF ETONEINw Planning/Building/Public Works Dept. M ISO 170 160 19+50 N O O I O N U Q J zvl R-412808 LLJ IN COMPLIANCE WITH CITY OF RENTON STANDARDS z z Q DEVELOPMENT ENGINEERING J 111 10/14/2020 Lil SURFACE WATER UTILITY O U jfarah 10/15/2020 CHERIE LANE UTILITY PROFILES & BIOPOD DETAILS Ill 00 N 0 w W U BEFORE ANY CO RUCTlp FVELOFlLxF.0 WOCCURC, A TICLp UC MINISTERS ai BE HEW BxC RIE MET OF R.HENRY RF TO Aa ME CITY. THE INNOCENT. xgTXE AMP+ SCOMRWfgE. ALL STORM DRUNAV IMPROVEMENTS STALL M DESIGNED IN EARN LEND LATEST EDITION OF ME CITY OF N WETER FMMMN Ox NORMAL RUNIUMSWOMI. MEO UMwPµDE ANDS WHO THE 9TupABO BFEFKATMB FM0.MD. BRIDGE AND MUNICIPAL SURFACE fdBT MYwW�6A EEARO0. CWHOWN OR VPHIATpN RIN FROM THE ABOVE R �MEMIrdM ME N6. All CORREFN.WWE W B BOIe EA�7 L COST NO TIEOm, ARYgVN OF THE RMO. I]MBWO, PARRM. SLOWING, MO DRAINAGE RAN DOES ME CONRTIME ABIFNEWM6 WHY OTHFADttIBTRUCIPIIIEG WATER, M CITY CIO CONST�` ,IBEFBONi / WATCH O�NANWB0E99�IL9NMLBUP�RUI�ACWLWIG AAEWAAFP PLANS,AMO�ELMnON RCM EAATMVED PUNS WILL REQUIRE 4W NATNM FaLowED"vnmTENµwWA FROM THE PLY. AEHFIG MORIEFERENCRK$FALLSMARK,ONE YMxoELE WANES SWLE NOTED SMALL BE THE PVMXeSTNEMpa NEW BY MAT ND NTR OOE UNUEBB SE APPRW£D BY TTEm C. xm.MMP-cOwncrwX AND IXFlIIOYMFAA ILLiNEEFHBMxcILL SHALLWEFIRM AND LNnELOIEN BUT INWCW NO CASE BOL BE EO TO WERE TXIN BM OFMSNUM DAY OP9m FEW SUPERNA APPRWED PEWS.MlY OEM CUT &WLE BETOREYNNMKT.ORWDRAXCE WISH ME GUY K 15 NET ALLOSAIND �ERNCT I PFSECWMN 9EAFYVISOBYMCm NPNOTFDg1iFFM BE TM® FDA SURVIVE USE AND ONLF FWUn TO THE START ME ClN4TBUCTRMI. LWEBE BIRTX10X ME PlN19 SIT KNEE ERECTED BY THE CITY. TE BM WMMBMES.CATCH BLAME, OR SAM SMLL BE NNIBEO TOM OPIDE AS UY 11, NL POOR BV TIE F ENLL BE BSLLE AONM N OPEMTMMA FBPA TO, DA N CLWUNCTw W6TRUCTK.N WME MY ACTIVELY FY UNLESS 12. M. ME AND APPLARTE ES SMALL BE LUNG ON A MONTHLY PREPARE➢FOMwTNKA N/ CCRDWR WON THE DRPFNT VAE BY YMMMGTW RMRAFI SxuLINCLLPEECEEMW EtreLWBFTTETTENursrtaMaRTIEra EFTEFaunanW MTaMTOUNEL BEGS CE WTMTTEwnE KAN TE MITE AN CNA W VOHNLV ORE, UNVEiquO YSEALLRPEBE➢ORRAXDeMINSNLLEISEIIWAOxiECm4lPRWM RAXxAW. EAIO.ND 22020. N. REELPIESMLLPEALLNM®,UHOUVM OWRHASNMLTTRMTENTR, x, ORB WECEMOIKITBPE, M. xALLDRAINAGE W10, A 1AG STRUCTURES STRU NA STANNIGT� MSIRi AND MINUTES BOWL BE Chun Wmm DEGREE N , BOLT40TWG LIDS PER TIFF CITY STAR PLAIN READY mB Ew Is` TO BEF�BFLUOR wrolTH FBw ARMED BwDUS, UNLESS aTHERISE'E Iw FRBMmrFTELL UTm PAVING .YLMMAR1aFmwTCHRwww.s AMGUMMY TEbRCMFTCREATED WORDm `MMFWWAY BIBLE BE OF SUFFICIENT LENGTH TO PASSAGE A MINIMUM 31 BURNS FRAM W THE EE OF THE PUBLIC WORKS I SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (1 OF 2) Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • SIR Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 9/28/2018 1 COKE FILE MOSPON PROLTUCTION OF TEDITCHES. WEVERA ITs'm¢RE REp Mb. RWBOUNDTOw L BE CP BOUND EMERY WE PLACED A MOEIAFOFF (1)M F AND SHALL FEET TIE FOLLOWING NEEDS FO MI AND . IEeBMW xP.w naR vBS2W PEssWOINGOUNG �E SYSTEMS AND ROOF DOWNSPOUT SYSTEMS NAME . O ME CgNEYANCE SYSTEM OR NOW CONTROL FACILITY OR THE BITE. UNESIgT�O OxNECT�� BY �CITY FOnxc araN�SMALL Wa RE CONNECTED TO fN&TE MEN THE BID OF EACH STORM BRAIN STUB SHALL SE C�DA U� YAM AE BE USE ON ATmE PONT OF CONNECTION OF A PRIVATE STORY OMA TOPPED c YA 3Y3irtMryN PER CILLOCKUNG LIDYST NFORD PLAN SUM LOCATED AT THE PROPERTY ALL MGM TSTBI pTTR SWELL BE STAKED MR MIS AND GAME BY A wMiEwx IKV M IN MIAMI STATE NO NET SHEETS BOOM E PFP¢ED roTHEcmNrvoRTD cDHBTRDOKw. ED IFuaLrc um PwVlrel BlOvu mrEYEKF avaTEus awL BE NroFcrtn By vLwa rs REMnEE rcN cry wsNEcnona.NDEFDRnaxeLLEaauETEDroilEanvawRTDTaFIVIxBINFDDvrrow+xL moEcroae acmiaeiirvDrviov D:`W�v�NACILM-` TvMEATI TCOMES TTEGED IN �o CTION TIEETxM1 8EOF[vRMWArnCFnEClry SORMDMWSGSS3 BE TEUPACCEPTNCADE6AETWE�WFEW ALL DISTURBED PGAMUS TESTED PAFA9ITHE EYMRING DDUE P IAMPROMED ONPT VE TOPIBE THE BdL OR EELOPMOU S ME SOIL E TO MANTAIN THE WITH COMFORT MACS xFREWP4m OFTHENDIL MAIL NDILEM'ORENRRIWR v AI xE w SOIL WITH WTIXRIHDMOPLAN �E OF THE WILDING OR �RUC7� P� BY ME CI TY DOES NOT RELEVE ME1 APPLICANT OF THE CONTINUING LEGAL OBLIGATION � LIABILITY BYSRM MCI DURING CMSTRUCRIN Cm DOESTITPCCEPLAuv OBLI4TION FqLTXENLOPERFUNCTIONWOND MAWTEHINTFFTIESTONY TENIBUSYTHAT POIECFPPWERFYHMNNECMX roPEaFORMVGFFNYMe PUBEp TIWATMVNEOF MAY SITRMPCCtlAROLMXIEDWE THE NET. ARM SECTKHBF THE AMOR OMARDD SPECEIMTOD I ITTEMPORARY VIEWERS CCMML SHALL APPLY LOCATEDPROJECTS MTM THE CITIES AMMER NITeC ARM WAI SISAL COMPLY SAM 3RCML RWIRBMNF Ee F THE REMDA SETS AM AQUIFER pImTECTW REByTONBpWGXGG501 SINEEPT TRAM- SEES INN�MSDMEwu MEwI�IVM vALL.M AL�HuvAEneVV`POREMBL[RP�E�V.LSHF�vImrtuLITPc[PLCED IN A Mxa OF BIFWYK CRW�BM'P SADu E FREED MEET AWMNP OR NDNSKD US PER AGA REmE & CDOTRUCTEDPEW.EABLEEEN PAVfl N LREEPERMF,NLEENW TOI ORSWAOTRATLMINwM RATEE WITH THIS ROF"INCHES PMUM FAREPEER XwmIwgDNTELYA ER ME LL BE CHECKED PRIOR Do �RUCTION APPROVAL OF THE PENVEMENT C�AN� MAY GET CULECKED USIONG A ISSUE BUCEET TEST IN VENICE 6 GAILONS OF WATER IS COLECO CALTO TH PAVEMENT SURFACE HER AT ONCE EONLY SMALL HE � M ANAGENCE COWL �51ED,PA�THE o PLAN) TEEESS;NG��ERV RIONM vCONSIDERED EK OMRS D`M EVE. ARMcGSL SLOWLY NWWD WATER TANK dSC NG DATER AT A RATE SIMIVT TO MEBUCKET TEST. PWIH ENwx35HALBE TESreD DOING PUBLIC WORKS SURFACE WATER STANDARD PLAN DEPARTMENT NOTES )2 OF 2) GAZ 9/28/201B_ NO. REVISION WATERPUTIGM MLNOTES SM1n ftnro.3ro 1. ALL WDRN AND MATERIALS SMALL BE IN ACCORDANCE WITH THE LATEST EONION OFTHECOY O REMAN PUBLICSHORES STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOTIOWA STANDARD SPECIFICATIONS,IAT6T EDNRIN AS AMMDEDBYTNECMOFRENTON, ASUOFCMAPPROVEDPIANSSMLLBEKEPTATTHEIOBSNEWHENWERCOFETRUCNON GIN PROGRESS. A PRE CONSTRUCTION CONFERENCE SHALL BE HEW PRIOR TO THE VARY OF CONSTRUCTION. ME NNTMCTOR AND OR DEVELOPER SHALL BE RESPONSIBLE MR SECURING ALL NECESSARY PERMRS PRIOR TO CONSOUCIION. 2. ALL EXISTING UTILITIESSHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLFSSOTHERWISE NOTED. THECONTMCIORSMLL CALLI-BWd14-SSSSTOVERIFYUNLML TIONSBEFOREBEGINNINGRUVATON, 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 'CATALOG CUR' FOR ALLMATERMLS SHALL BE APPROVED IN WRITING ENTREE CIFYOF UMNPRIOR TO BRINGINGANV MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SRALL BE CEMENT UNM DUCTILE IRON PIPE, THICKNESS CLASS 52 PER ANNUAL C1 RAND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHAMCALJOINT. CAST IRON OR DUCTILE IRON PIPE BRINGS SMLL BE DOUG]BOAS PER ANSIUMAYA C110IM1.104U. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH R-MIL BUM VIBE -TYPE, POLYETHYLENEPN CPERAWWACIOSSPANDMDS, S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36INCHES MR PIPE DIAMETER OF WINCH OR LESS AND 4B INCHES FOR PIPE DIAMETER OF 12-INCH AND URGER MAXIMUM COVER FOR ALL WATER MAINS SHALL BE EOINCHES. ANY DEVIATIONS MUST BE APPROVED BYTHE CM OF RENTON PRIOR TO CONSTRUCTION. WHERE UNUIYCONFIICROCCUR. THE PROFILE OF THE WATER MAIN SMLL BE ADJUSTED AS NECESSARY TO CLEAR CONFUC SAND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SMLL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION MR 612E OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO SEE PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY ME MODIFIED PROBER TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRNEWAYS, AND BSPERCTM MDD IN UNPAVED AREAS, ALL PIPE ZONE COMPACTION SHALL BE% MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND FOURED IN PUCE IN ACCORDANCE WITH CGYOF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALLVERTICA, AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRAMS. MEGA HUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED MAU MECHANHCALJOINR IN ADDILIONTO CONCRETE BLOCKING. P. ALL NEW WATER MAIN PIPES AND FILINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED,ANDTFSTED. CLUNING, PRESSURE AND PURL' TESTING SHALL BE DINE IN ME PRESENCE OF AND UNDERLINE SUPERMIM OF ACIFY OF RENTON UDLIY INSPECTOR. THE CONTRACTOR SHALL WPPLY, INBTAaMD REMOVE PLUGS, MMOMIMSTOPS,BLOW-0FFA EMBUB,ANDTHRUSTRESTRAINT/BLOCKINGFORT NGANDPURMAMEPTANa. NO CONNECTION MELLON MADE BETWEENTHE NEW MAIN OR SETVEENTHE NEW WET -TAP VALVEMAN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGEO, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESING. 8. NEW WATER MAINS INCLUDING SERVICE UTRALS SHIMSETESTEDAT ASTATIC PRESSUREOF 15DPSIABOVE WORKING PRESSURE WITH A MINIMUM OF US PSITEST PRESSURE FOR IM MINUTES WIN AMAXIMUM DES PSI PRESSURE DROP DURING ME ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF ME PRESSURETEST, THEUNE SHALL BE DISINFECTED, FLUSHED, AND WEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BYTHE PUBLIC WORTS INSPECTOR, 9. THE CONTRACTOR SHALL NODUYTHE CMOF RENTON WATER UDLMAND MAINTENANCE DEPAMMENRAT LLASTIO WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSREM. ME CONTRACTOR SHAUWHOSE ME IXIOM WATER MAIN AND FITTINGS AT ME CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FTTNGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FORME CM OF RENTON TD PERFORM THE CONNECTION TO ME SHIFTING WATER SYSTEM. WE CONTRACTOR SMLL PROVIDE AND INSTALL MCKFILI, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION PUBUIC WORKS 87'D' PLAN — B00.0 DEPARTMENT WATER PLAN GENERAL NOTION MARCH 2O10 88 odKm TIl< EOM BY I DATE I APPR I AemNm NEST N/A RIH��,I..1 �� UATUMIF NOT ONE INN • • N Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. W— 412804 R— 412809 in�KyL•J(�•rn�y�a��:cry:r-�e�a•::cn�yrnuw�.�y DEVELOPMENT ENGINEERING msippo 10/14/2020 CHERIE LANE CONSTRUCTION NOTES SURFACE WATER UTILITY jfarah 10/15/2020 Q J T 7 V R LLJ U - LET! LLJ a ,zw BIT TII--_�1^1_ P,�adReTOP FEE Al L� L' CEMENT CONCRETE TRAFFIC CURB AND GUTTER ISBNan w. :�; JOREFIRMOR CEMENTOONCRETE uPEEDEB�nN�G u m etm- FFuaFAamm B IN 1tP prst ATS� Nm R mw 1 L� 1. EASE 'nr H�MiT® L� EVIL Wwwv t BE� L` L DEPRESSED CURB S"CTION t FwA�N MEmlx lwrvExnrsssEsm rirwtw.z DEPRESSED CURB SECTION FPvvcw AT NpEWFUfP S ?1- SORT VAL N]IMO IMRMMNSRIfGRB0., }IIIIIII—f11'L1111—'I� art t u XW�M�ur .� wnuw[6.Lm f640 E FULLOEPM t 0. _ Stw _ FXPAN51(INJOIM tR CEMCRETE ' TRAFFICCURB DEPRESSED CURB DETAIL AT�wnuaacwwEx DPWEWAraAmAttAra DFaERu� Psm�a.ma ia�.twm..m..,wu.remw.mmpamp. z w.a,rlwilmmle.r.amm,PmmN.eper,. x wv+Pwar mama DwwwyoraD�mus.m�. m.sWawal+m twa PUBLIC WORKS I CEMENT CONCRETE CURBS DEPARTMENT VE0,40!I TV, -Sal VIA`' TyPEG3B _ 1a0.1ElRCV1E'N LwMNFXWL Wtm eupew NOTES 1, vAWn a Mrwey wour suns S WEE mnAutle WE bpN @Vp Aw Mnt l 13- joint NOW elPNbe em +yIW YIIN lase sw. PI Canawaegenelon port pwwMppa wNYh; ne u maulmd et is Iwlmum pMrytMeneNwry ls axreE NO 2 See%to. plan lM For aprwak tlmelb. 3. Wb and IMm Flwwn, vlhw wN dnaiam mr IT BROME, Br ARE plan lot Sir curt dedld. a. Nmmm S Themtlnea WA Eugn ell NhaWarl bjrshW ebrefan In at TOindmNed sax rymMl'%•. NloMwtima we el Pe hxFM A bprupNllYM R NNuat. T. F>LYlw.veY WYW er DRIVEVIAY STNIDML3 (Bea NOTE 1%.lheegmeionplrN pr M. pr I�NII be epaW ralprm NtlMvmaaPse9ry blMk Nw. N BlprsllW umpNw'NsaaY*IS P9J3.21 vq]Iy22H R303]]Way Re Owfl CMYllmraAmalMFWN1t Bi(EYaLWH^TNavmhc]3.]D]3 (NIONAOI. 0. L1rt�� bmY?yTe GMNt D�IrcwymHtls aFPm�on 1a. BTREETBrMiOYN6•RernlwxtlPlWlRm[I 1 Xh IVl)♦M to om o Ra SRMETMPUVL srxel eaOlen♦da MERSLMWW DRNEWAY aTANOA1i0a• RMP WN4pl (WO mme NCewNpm nt RNJWwe dRTE114 Cr1Y MMPRDPER1r DEVE1➢PMEMSTNIDaR03 S¢th M PMRI NO, LOADIN G AND DRIVEWAY REGUUTWS vwr®or -rnwwr Na —_� ry r° r p IF STIFF vI3.YmFn ewxum`Ip alp 4 mrtER vnri AgN6NT01B L ME. • R • eWAGE / DEPRESSED CURB DETAIL DATWeY Eulnple: TYPE GIB RR1wYe1L OarmY IWWISGOYe �� FyuiY/aaReEaN NaYW 3 PUBLIC WQOLB CEMENT CNCRTE DRIVEWAY PLAY — IWS DEPARTMENT (OE ENTRANCES - NOTES AND DETAILS Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 IF N ma� ra mWWLNWWmm IT w 7 wnMwV9[oeM.e ANSI VIE _W varm�`rmre3 ii sr`°Pors —A A m•N smrtww� I _ mA mmmm ILL,, em., ..mw.&a'�'° nou6xrrocureum rvvxrcq wFu �® Jmui srexux.lDuzYnrowuLcerFl flew , trrrr.rrF / f.✓ smu ; s•xwn ( /ON _ AONNEEHTTOMVFEMyRFWP E / IF p - \ W�noueim IT �. d rj Mpn wL ��\ wr / a N•ran�mpYewW ' �. '!ryt t fifilk ynw.ewNwbal wglrmrmweam.arYq. vrvwnwne®.aan. p, rrw.rw IRISH RETAIL mxmAnlarinxr P.a.ar l I AN 0'• ra,•`wa.a.. FaranP r.mn<r NDrss.r aro PlNV twa. beOrW PWW1•uNmamu9 mmpry MN rco wwd Ml SrOPLW 1R.t aeePollmda 1 O PUBLIC WORKS CEMENT CONCRETE —Ice.�^I1' DEPARTMENT SIDEWALK I -Plug P:n u' I V AMR ,BARREL vre LANE ASEE �m mm EFE .wr.�_ .m i O Wi WFWAWI mr u No 1. ME DEB _ IBOMEIPoL VIEW (RESIDENTIAL, WITx BUGFEFI For Norea srD. PLAN taa.z RED. NAT - IDEAS PUBLIC WORKS CEMENT EW CONCRETE DRIVCWAT P ARTMENT lNTRAFlR F.D. DEPNCE • TYP! RIB 441 WEAN BE NO. I REVISION PRlCR6T BANI LaITOM MWIMUM MAE BETWEEN THE INCESIOUt WALL AMER FEE OFFSET 0 FEW BAR AFTER TIE Wi IS "Emakin FILL THE CLAP WELL JOINT WILLIAM W AC� MH STAVLEMSPECISATICEI A THE FRAME WHO GRATE MUST BE INSTALLED WITH THE a THE �Mg BIBLE WE ��D AT RAN FEW NO FREE BEST MAIL BEEF PLANE ME ABOUT THAN Z FEW * AM WERE BASES VAR WINGS SEEM BE ACT 11 INGIDETANI SE[ 3 WEBB APPLE MARTIN TO MI IFWAI 0 FIBER PHASE BE MEAUSI El TO NAVEMENT � By ENGIH I I WE WRITER FEARS SHALL RE ITIVAINED FLUEN AND REMAIN VISIBLE EVER �LET� NOTE. WrAAS® ruv moo. rconaww wcx[ePr eERNrmms. tr WO the it, 14 Meet m My WTOW wmw ® aAurrwmeomlwnmeemsl�u °mop IRWIN CIRCYYRPVa Puaucwoaas PIPEZONE BEDDING AND DEPARTMENT [OMPAttION - RIGID PIPE GAZ B/ze/za3e IWE srD.PUN -EaD.DD PUBLICWOW CATCH BASIN TYPE I DEPARTMENT GAZ 9/3H/t036 :45 O Know what's below. CBjj before you dig. JIF Nes ONE INN r SDM NIA x=«�x� �,b., O CITY OF BB RENTON T` DnruM OR 09/02/20 HEM nm: BwA � Planning/Building/Public Works Dept. BY DATE APPR NEM s.LE.ccare.wr R-412810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 10/14/2020 SURFACE WATER UTILITY jfarah 10/15/2020 CHERIE LANE CONSTRUCTION DETAILS 10 F"RI R W U NO. I REVISION PRlCR6T BANI LaITOM MWIMUM MAE BETWEEN THE INCESIOUt WALL AMER FEE OFFSET 0 FEW BAR AFTER TIE Wi IS "Emakin FILL THE CLAP WELL JOINT WILLIAM W AC� MH STAVLEMSPECISATICEI A THE FRAME WHO GRATE MUST BE INSTALLED WITH THE a THE �Mg BIBLE WE ��D AT RAN FEW NO FREE BEST MAIL BEEF PLANE ME ABOUT THAN Z FEW * AM WERE BASES VAR WINGS SEEM BE ACT 11 INGIDETANI SE[ 3 WEBB APPLE MARTIN TO MI IFWAI 0 FIBER PHASE BE MEAUSI El TO NAVEMENT � By ENGIH I I WE WRITER FEARS SHALL RE ITIVAINED FLUEN AND REMAIN VISIBLE EVER �LET� NOTE. WrAAS® ruv moo. rconaww wcx[ePr eERNrmms. tr WO the it, 14 Meet m My WTOW wmw ® aAurrwmeomlwnmeemsl�u °mop IRWIN CIRCYYRPVa Puaucwoaas PIPEZONE BEDDING AND DEPARTMENT [OMPAttION - RIGID PIPE GAZ B/ze/za3e IWE srD.PUN -EaD.DD PUBLICWOW CATCH BASIN TYPE I DEPARTMENT GAZ 9/3H/t036 :45 O Know what's below. CBjj before you dig. JIF Nes ONE INN r SDM NIA x=«�x� �,b., O CITY OF BB RENTON T` DnruM OR 09/02/20 HEM nm: BwA � Planning/Building/Public Works Dept. BY DATE APPR NEM s.LE.ccare.wr R-412810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 10/14/2020 SURFACE WATER UTILITY jfarah 10/15/2020 CHERIE LANE CONSTRUCTION DETAILS 10 F"RI R W U NOTE. WrAAS® ruv moo. rconaww wcx[ePr eERNrmms. tr WO the it, 14 Meet m My WTOW wmw ® aAurrwmeomlwnmeemsl�u °mop IRWIN CIRCYYRPVa Puaucwoaas PIPEZONE BEDDING AND DEPARTMENT [OMPAttION - RIGID PIPE GAZ B/ze/za3e IWE srD.PUN -EaD.DD PUBLICWOW CATCH BASIN TYPE I DEPARTMENT GAZ 9/3H/t036 :45 O Know what's below. CBjj before you dig. JIF Nes ONE INN r SDM NIA x=«�x� �,b., O CITY OF BB RENTON T` DnruM OR 09/02/20 HEM nm: BwA � Planning/Building/Public Works Dept. BY DATE APPR NEM s.LE.ccare.wr R-412810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 10/14/2020 SURFACE WATER UTILITY jfarah 10/15/2020 CHERIE LANE CONSTRUCTION DETAILS 10 F"RI R W U R-412810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 10/14/2020 SURFACE WATER UTILITY jfarah 10/15/2020 CHERIE LANE CONSTRUCTION DETAILS 10 F"RI R W U DO _ N C W U 4 IAPAY RE (MARL) VMIR4 VAgYIYII tW Rlm4Wr IAPRUP W1E VK'.E BE KURT '-MM RMXZ GI WON'IM Y 1M MO SITRUO ml y RHDE OA lx 2-Ma TAP -mm F GN wD AEG 2-RKN wOM-M � KY 11 COY WE 2' elLr-VP caaalE ft a G V ROGER 1 I.WIW MET; SO TO YAK OF GSS MW, mm loI G ppin <CSIEO SI MR YO YORE MAE K MEDIA M TOS YO V4E5 9WL ON WL116RD KIfR TO 2 M 92E W ON TAPE W CASE" mL Y & lY WALL K AT un ]' SY/YOI Y.YOg11NM1 WE pE1p EQUAL W Kt tY W nZSTR molt Mt ON ERO SN LT TM/IM R MEMO OM1 R IOIRY WM YM6 T4 E OAK ONE WEBB TO WE 9IEIlM 1A/PAO M. S mAgIACIW 9WL MFML /IO E0Y M Xm2WRY MO ERIIL4 ME AT M ESYE M ZO Tµ AM ERR[µ DOME On � AMID MALKTYOIE W M [MI BE m1 NRf 4 MFKM ME INM COUKCIXM E ME MM M( W M IVPMp VALVE MM CA 4 W WE D.I T3 PUBLIC MORNS CONNECTION TO WATER MAIN WITH 8n" PLAN - SW I ONP� TAPPING TEE 8 VALVE ]OLARCN E010 III PLASTIC MELEE BOX EQUAL N NO STAIRS PLASTIC WE 6 WERESITHICK75- R TLE _ F EQUAL TOT WO5 AIES AUDS CWIN �FATS 324--R MUS AND ]'DEL£O ROLE E]DFR n FILE MUCHI MAD PIT UO (SEE QUITE. A -A) MPRDEDERMP TAM �gI AT RWryUK g/SAY TOG P m Twnl�i &I &I tYMex..EAS,A•_:�:".'.....9J. W GRADE ... .• :.9yAW,E RET By TIER RL IT - MMETER IEN' x R UK. GTon EPFR BNC Mr W IF WRNCE UK N RWM 6 ]/S' ON IF Y � MI FARE TT H-333 ME 44 PIR FLEX . C EBAM MPUNG *X MAN N Cd9M R 5/ FRI METER' END O METER. Ery12R15W-R4r)C4 GR WOMAW BRAS 21-SSwCO]]J. OR QUELHER ]/4B-3AREAS BHT. VALE QI NLET N0ALL CNIETCH E)0. VALE. ENp COPPERHOLTER FISH I' MEMO FINE TLPERED FIRESTONE (CC) OWN UNIT WASOME p MSLLIA 1 QUnA ABNt d/4' EBIWI-}O) M AY EMONUID 47MB BO M WICK MXNT P IALLVE (i mlm 4-0) W Av MOTW.x➢ 471 AND YNOI£ OMEN vkYECONO ETL M µL F17INGSAWMLV BEWORTWICK ANT, NOTE: L vETER OARS INSTALLED WEN IXMENCE Mxsd ORryEWAYS WAL. E ER [1TO FMNDA M Tz UCH HE INS IMUM ON BOm TOES BOX A—' LATE T pa KNEES FOR AMR (AUD IATC READ) TwwREAO D[n[E -L AMID FRONT.OLSON OFEPIT RESTLIDrT RE Y qe ILL -JIFF NOTE THE CENTER OF [ UNLESS MEET K AT 1FASI 1' FAOAI THE UNDERNEATH N AGAINST THEEWLN SEE OF MORE THAN WE ROD PUBLIC WORKS AR AND 1" WATER SERVICE �PIAN - 920.1 DEPARTMENT Encompass ENGINEERING &SURVEYING Western Washington Division 165 ONE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • CIA Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 3 TT MIN. OLIVER (10-INCH DUMETER AND UNDER) 4 R INTO COVER (12-INCH pnMETER AND (MFA) NEW WATER MAIN PDLwIe VERTICAL CROSS FOR POLYPIGGING STATION TEHmJ 2' PLLVANIZED PIPE END Y GCE VALVE INSTALL 2' PLUG CAN TOP WIND FVNGE AFTER REMOVAL OF PoL1P1G COME OCUF C�RmNz D DOE BOND FLANCE� )HUT. aE HE CAME As WE Or IUK HE Of t :B1°" r°"[ w BOTTOM D j 'u WITH 2. PwG'.•;LnE�muC OFF EELEMMrvxiwY`PMn ONE PUT ON No To MGM ALL LAW AND PDOISFOR ER WW REMPSD SAM SLIM OF KRTW RO55 B6O¢ BfD. PIdN - 900.E PUBLIC WORKS POLY PIG STATION FOR CLEANING OF DEPAKIMEN'f WATER MAINS MARCH 2010 A A PAIN NEB VALVE BOX Do MM /^ �' EARS IN DIRECACN OF `Y SQUARE WATER MAIN AND MATURE OPERATING NUT "WATER" CAST INTO IT IV MAX. 2' MtTAL CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1/4' DUE. 1/0 MIN. THICKNESS SEE PIECE CAST IRON VALVE X, RICH-SEUI PRO OLYMPIC FOUNDRY IF San FORM AS REQUIRED 1/8- MIN. THICKNESS 2-1/4- INSIDE MEASUREMENT 2-1/4- DEPTH VALVE OPERATING NUR SULFUR A -A EXTENSION VALVE OPERATION NUT EXTENSION NOTE' EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE MAN THREE (3) FEET BELOW FINISHED GRADE- EXTENSIONS ARE TO BE A MINIMUM CE ONE (1) FOOT LONG ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED MTH TWO COATS OF METAL PAINT. VALVE MARKER NOTES'. VALVE MARKERS SHALL BE EQUAL TO CARSONME UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVES AREAS STD. PIdN - 1 41e 4 PUBLIC WORKS VALVE BOX. MARKER 80PERATING DEPARTMENT NUT E%TENBION gAR('ll 2010980 nTTLE Y STOOD. ATTACHED WHO I/e SAINT l9E E NE PENTAGONTSOF OPERATESXEILYW-MIXAE/➢RESAVAPI a 37801 ON ACgnK OLD. SUETY M LLON aft QED EDAL PUMPER CpixECIRCN TO FACE IWIDNMV W AS DT IF PUEIIRm� MPMMNT. roM E xxT EXTENSION TO ] -- ON, ITO M' BEHIND BA OF -.{ CURE OB ON IT BEHIND BAN M 9DENNX THAT 1E MJACEHi TO NPR r 481Y+Y STWE CONCHIF EFFECT MOCK THEME Ps 80% ME CE COAST IIRM OIL HERE GO ` TOM UAL ME ME FEE SHOULD U9 AGE BESMEAR NO P RE NjN JIM AS KMl� RAISED PAWMENT MARKIEFOR TRANS SO SMUSONICE PRO BLUE IMPLECT's MAN NNE TEE WM IT RAME SE EFFORT. GAZE VALE R1 X M.B AWMA C-5)). MMLIEO MAT £ 1" HOPE, CLASS 52 CEMENT USED. LENGTH W FIT VE A B" . a" NMIXUM J \-I/] YANG OF 1-1/4" WASHED GRAIN MEN SIGN UNDER BEARING I' SIGNS BOOT FLAMM PLACE 0 NIL P0.v NM NE FILM AROUND TIES AND BODIES OF FIRE HYDRANT ASSEMBLY - LEVEL PULL GPpUXD r HEART ALL GROUND H Y gAgUS �r�/-yI T AIDE GS 1e. IX1E NPX RM 6' Cd1UFlE PAD IB" CMLXEIE PAD FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY �' REIN M DEPARTMENT MARCH ZOt0 i h HERIMADE 11-I/4' BEND 22-1 /2BEND 65' BEND 90 CAP MAN FIRE NOT AS W KNEES IN I WAR HOPE OF ERNST MINE AM - HE . MONTE OF NOh�-REXE rvAx vlow 9MLL Z �Elgxem By EFFORT (ROVER AMR EHAS ED«wlu cw,IesvEe 4. AIL ACTIONS W„LL ESTEONMEW CL 5 ml,: AS MANOR 5 MCI AGAINST MONSE WRAP BAR AMOCO OR ROGER ITTENG QUARQUES AREA �M F OUT �� NOT GIVER AN MICRON RALL MS. KEPT ACCESS ON 9XIS AS � MI HE �p PUBLIC WORKS CONCRETE BLOCKING FOR M. PW1 - aoa DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2OE0 xTO SDM N/n Ra ./11XX1 BB a W K DATUM 1. REYSED PER CHIP( COMMENTS EDMWDATEAPPR Xm �� EOM IF FORT ONE INN NO. REVISION BY AWRWMNEM WEST AGDaMwY I�MPRNR �MPRNER r-MPPKER L I '40 LANE ROAD OFFSET ON SIDE STREETS WERE THE MARKER TO INDICATE HYDRANT IS MMIN 20' OF A MACH SIOE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER 15 TO BE INSTALIFD DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER MARKER FOUR LANSE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO REDEEM MICH MARKER TO INDICATE WICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (A- MOM SUITS OR ON �4- FROM DOTS OR ME DIVIDER) PAINTED LANE DIVIDERS) PAINTED LA HYDRANT MARKERS 4- RAISED PAYMENT MARKER TYPE 88 AD STIMSQWTE 1W0-WAY (BLUE) •�L9.V PUBLIC WORKS BfD. N1N 2 DEPARTMENT 810.E HYDRANT MARKER LAYOUT MARCH OI0 Dma.c'IN FRONT, LAW MAINE FEE MAE 77 HARR IP . lB ±. PD) FI 0 Mza KILL laz FOR 3/4" AND V SEANCE III SNOM) 0 ink ANT m srt[ .TEA nCmMTHr MAN KATE SCRAM, Two CASH" M MAINLAND NO mn OR ELSEWHERE 3 �MRE MEDICARE VALE N^i'm aEWu (Wm INIWMu WPAss D SHEARSON) TO CHANCE USES - MASSw A I EA 3/4' MAM VALE vOTY.E W2nR TEX zM4 [W.a HE On ERa2l� TMO EQUAL m5M[rtm E1C AALY A O $CFO PVE RESTATED. WGM AS ]/E XA 1//4' x APT SEE MAST 1¢ TO MESA ON Y q 10 Are SHAM HARPER v� 111[ nIUTW OF WFULDREFFECT M�M IN HE MCI PORTFOLIO TO A �O� TO ME ASEAN PPQPISQ (III CONFROURATTERE FAR WAIALEALE OF PC VAPT AT PCHI IT WORRO $B Y INDIVIDUAL PRESSURE REDUCING S-412(JBID. PMN- 8 {Jo4 4�4 U'PLAF IL4T' VALVE ASSEMBLY u Rcx OlD R-412811 • IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O m D sippl 10/14/2020 Know what's below. WATER UTILITY :9 Call before you dig. agafour 1O/15/2020 =11IR 0 CITY OF RENTON CHERIE LANE Planning/Building/Public Works Dept. CONSTRUCTION DETAILS 10 IN ME z. LM I 23 jw 7 0 R W 2 N I lm IF I1 ^ _dllE' m .:95.13 IE 12"OON2'CgNC.:9a.66 mI 91 I IF 12'CONC.:94.85 O AI s 1E 12"ADS: 94,45 n IIII IP 6 SSMH 668-) RIM:99.83 IE 18"ADS: 94.48 O IE EPVC N: 92.23 IE 8"PVC E: 9223 I s l IE 8"PVC S 9203 LIZ 1 — EX. SDMH RIM:97.42 y tD PIN IF 12"ADS N: 9162 E /a IT 18"ADS E: 93.62 - 'S A 1 IE 18"ADS S:9342 C a THE NORTH UNE OF 111E SOON 1/2 OF THE PARCEL/ 3023059031 SOUTH 1/2 OF THE NE 1/4 OF THE SE 1/4 SEC. 30-2305 12'CONC 30' SEWER EASEMENT 15' SEWER EASEMENT N 1 14 IE=121.67 REC 0, 96 219 65 REC. N0. 9612191465 E%. SSMH 668 2 RIM 12 13 E%. CB RIM:143.19 12•rnur ESFYCF31093— IE 18"AIDS EILD / jf11�.03� E 8"PVC W 0]3 IE 117 ADS 15I 9= l�S:!�- 15' UTILITY EASEMENT I PARCEL/ 3023059071 REC. N0. 9612200370 30' ROADWAY EASEMENT ___J REC. N0, 7]0}25EME E%. CB RIM:166.52 E%. S. END IE WAGE E:16V2 12" ADS IE READS WIT 1 A4211{.18F A40III POOR It s VI "I 1�^a1 / a "rzF�eaC> C�'vvv 3X1 "/ 00, v 91'Is \ �R NET\� II ��Vv �� a� v v o i9i/ a IF P f 2 - PARCEL# 3023059041 1 I 7 �\— p] Ia Imo;3//3 td�// / //a "O21 j'd� ,171 /IP f 9/1 'K]R ../321 b�wta �I/Pe 1 42Ctri�1f��pR( /+1 1 / TO 0 e 1 /rD �" / /i� 6 AID 0 / / /�6 / LtT2 I �o A 1 / //1a I WIMPLE 4/12 I i4/ 40, /2 9J F I .Mr 1 I / I I J24" 10"PINEV�' I 1 1 1 I�24 I}_6ry,L� 30 1 �V A s II I \) IF, I ` FOUND REBAR ANDICAP 'I \ I 1 2df I 1 \ i I LG#z�s37 IF \ I A° \V l\ I\ \V �g \\ \1A) PARCEL# 302 III I \ \ \ \ I � I LOT 1 TREE IDENTIFICATION TABLE TREE N TYPE/SIZE CRZ/LOD HEALTH TREE DESIGNATED AS RETAINED? A2 13" DBH 55TEM ASH 15, V A3 10" DBH 4 STEM PACIFIC WILLOW 15' V A4 7" DBH 3 STEM ASH SO' V AS 6" DBH 3 STEM ASH 12' V A6 6" DBH ASH 12' V A7 NON -SIGNIFICANT ALDER NA NA AS 13" DBH ALDER NA NV A9 11" DBH 3 STEM ASH 12' V A10 26" DBH WRC NA NV All 6" DBH 2 STEM ASH 15, V Al2 22" BLM 20' V A13 9" DBH A NA NV A14 15" DBH A NA NV I ANNOTE: ON -SITE TREES WITHIN TRACT A ARE EXCLUDED FROM THIS TABLE Encompass ENGINEERING 8 SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • SIR DAY, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 I APPRO%. LOCATOR OF -----__ CATEGORY IV WETLAND / I PER CRITICAL AREAS REPORT / � SEWALL WETLAND CONSULTING / JOB/ 16-198 PARCEL/ 3023059022 \ E%. SDMH 187,38 /\ \ IF 1YAD5 5:171.M33 It 50' \ IE 12"AIDS W:171.43 II WETLAND \ BUFFER \ 1 \ EX. SDMH RIM, 187.05 I ( (4;'� \ IE S"ADS IT 177SO , E� CR RIM 1 8 IE 12"ADS E1N05 PIT �1 E 18"ADS, E_165,63 I IF 18"ADS W167.75 3 u PIPE IB ADS W.165.58 I fA2] 301PAT4, / I / / _I ) ( SM3 A32 I �II Lp1 A�te4 7�B�-9p= p A3 IF 6'dC E:149.10 / 1EDG0 o IE 8Ptl1C W:148.70 PARC# 30235ZS3BF N4 1 0' A10 A6 PIT/) I I I � r 120,.DuER 1 18' /' / I D" Loxl II II 1 r i j I PPIVA7E CRITICAL l ' A I \ \ 665ISF AREA TRACT ART 1 I 1 I/ 1 6CAT SF I / I / v TO r I G I I WETLAND )v J// aV1AS 5 E'OAL M E I� I CATEGORY/ IV I I 8" / \ I AZ//NDA I'v I I I I te" / 1d' /r 12' D I I \ I _ Nei rviowLH 0. 12j 11 ..a6Y /7 1 \\ I v-I Iv RETErmoN AREA B" II i I\ I 20' 7 za"57DIP BUFFER --I Lde�_ \ 12a" IN 170 \\ 10' TV 1 TREES ro BE REPU / \ RETAINED T1'P) ON LOT I DURING SINGLE-FAMILY BUILDING 302t SEE TREE — — — PERMIT CONSTRUCTION PROTECD 3 ` APPROX. LOCATION OF (SEE LANDSCAPE PLAN e INGPE UNDARIES JCATEGORY - OFFSITEWETLANDND B. \ gNEET 13) SHALL B INCLUDE THESE4 \ PROTECTED TREES IN \ ACCORDANCE WITH RMC I30H.2 LOT 2 TREE IDENTIFICATION TABLE TREE# TYPE/SIZE CRZ/LOD HEALTH TREE DESIGNATED AS RETAINED? 1 C 15' V 2 C 15' V YES 3 C 12' V YES 4 C 15' V YES 5 A 15, V YES 6A 12' V YES 7A 15' V YES 8 BLM 20' NV 9 LOCUST 15' IV YES 10 LOCUST 12' V YES 11 A 19, NV 12 LOCUST 12' V YES 13 C 12' NV 14A NA NV 21 A NA NV 25 C 15' NV 30 C 15, V YES 31 A 15' V YES 32 A 15' V YES 33 A 15' IV 34 A 15' V 35 BLM 15' V YES 36 BLM 15' V 37 BLM 15' V YES 38 BLM 15, V 39 A 15' V 40 A 15' V 41 A 15, V 42 BLM 15' V 43 BLM 44 BLM 45 A 46 HAWTHORNE 47 A 48 A 49 A LOT 2 TREE IDENTIFICATION TABLE TREE It TYPE/SIZE CRZ L D HEALTH TREE DESIGNATED AS RETAINED? 57 BLM is, V YES 68 HAWTHORNE 12' V YES 69 PINE 20' V YES 70 BLM 20' V 71 C 15' V 72 C is, V 73 C 15' V 74 C 15, V 75 C 25' V 76 C 20, V 77 C 20' V 79 C 15' V 80 C 12' V 81 C 15' V 82 C 25' V 83 C 20' NV 84 A 15, V 85 WILLOW 15, NV 86 A 12' NV 90 A is, V YES 91 A 15, V YES 92 A 15, V YES 93 A 15, V YES 94 C 15' NV 95 CRZ 15' NV 96 A 15' V 97 COTTONWOOD I5' V IFNI ON -SITE TREES WITHIN TRACT A ARE EXCLUDED FROM THIS TABLE SOM POP IIIea 1FPMAI VI pea� BB OR DATUM 1. MERGED PER CITY COMMENTS EDM 0910212HAPPR xm AT PNA7;�a EOM IF NOF ONE INN NO. REVISION BY DATE NEM ONE.ccare.wv I rs II z 0 10 I� 20 40 SCALE 1" = 40' I� SSMH 668-4 RIM: SURVEYLEGEND IE 8"PVC E:172ME IF EPIC W:172.7( JN TRAFFIC SIGN a M4 PIE TREE POWER POLE CEDAR TREE '" '" W �— pd WATER Wy WATER VALVE F a — pAM WATER METER TREE (UNSPECIFIED) ' m I "C' ITRE HYDRANT � PINE TREE ( Gov GAS VALVE I Qp STORM DRAIN MAHHOLE -0BCHLINE 1 • CATCH ROSIN —� OVERHEAD PDwER I Q6 SANITARY SEWER MANHOLE S 34TH PL y` RR TREE _m COTTONWOOD TREE —STORM ORAIN T' _WW—GAS © ALDER TREE —W —WATER NGRA BOUNDARY AROBORIST NOTE: ARBOTST TO BE ON -SITE TO SUPERNSE ALL CONSTRUCTION ACTAIRES BENEATH THE DRIPIINES OF RETAINED ]BEES TREE RETENTION CALCULATIONS: e Know what's below. Call before you dig. CITY OF ' RENTON Planning/Building/Public Works Dept. TREE RETENTION PER RMC 4-4-IM TOTAL NUMBER OF SIGNIFICANT TREES IOU DEDUCTIINNS TREES THAT ARE DANGEROUS 11 TREES IN PUBLIC STREETS: 0 TREES IN ACCESS EASEMENTS: 0 TREEB IN CRITICAL AREAS/BUFFERS 31 TOTAL NUMBER OF EXCLUDED TREES: 42 INN -SIZE TREES SUBTOTAL: 64 )BEES REWIRED FOR RETENTION: TO (64 0 0.3 = 19.2) TREES RETAINED: 21 TREES REWIRING MITIGATION: 0 NOTE: TREE TAG NUMBERS DESCRIPTIONS AND HEALTH CAN BE FOUND IN "CHERIE LANE TREE SURVEY AND HEALTH REPORT" BY ARBORISTE FAX LLC DATED 12-27-2016. INDIVIDUAL LOT TREE DENSITY CALCULATIONS TREE DENSITY OF 2 TREES/5.000 SF PER RMC 4-4-130 LOT I LOT 1 AREA: 10.665 BE TOTAL SIGNIFICANT TREES REWIRED: 4 (10,655 / SODO x 2 - 4.3) WASTE SIGNIFICANT TREES TO BE RETAINED: 0 TREES TO BE REPLANTED W LOT 1: 4 LOT 2: LOT 2 AREA: 40,197 Sr TOTAL SIGNIFICANT TREES REWIRED: 16 (40,19] / SAW x 2 = 16.1) WASTE SIGNIFICANT TREES TO BE RETAINED: 20 TREES TO BE REPLANTED W LOT 2: 0 NOTE: TREE TAG NUMBERS, DESCRIPTIONS AND HEALTH CAN BE FOUND IN "CHERIE LANE TREE SURVEY AND HEALTH REPORT" BY ARBORISTS NW, LLC DATED 12-27-2016. R-412812 N Q) I Q N U (PIC) Q J M IN COMPLIANCE WITH CITY OF RENTON STANDARDSLLJ z z Q IEVELOPMENT ENGINEERING PLANNING DIVISION J APPROVED LLJ msippo 10/14/2020 10152020 orng LJ 2 U CHERIE LANE TREE RETENTION AND REPLACEMENT PLAN 12 N LLJ im ►� 4 I LANDSCAPEEE . r� .. .. .. \r�ra ••—a--�.. ^ _..��-alma■. __ .®♦RR ® �,r— ♦ r. i. III SIX -:: �s — : ► ` • F; `�6 y .. �* R. ►v- �.r♦,�4. f If INNIF r` 1F.1 :4F � s ♦♦ ♦.. Iv ds�aL r •�► .. �Si ,�. \s \..�� •. � qy 1 i �... V r� • ,I I OJ♦ �C,: ■ ■ y r L? ♦♦♦/ y �` . ��lrl(L��I�1 ` r � `■ SITE PLAN SCALE: 1 "=50'-0" 0 50 100 200r v ��g B 7) E, Or%lFof� �8. ncir LANDSCAPE SCALE: 1 "=20'—O" North 0 20 40 80' Encompa> ENGINEERING &SURVEYING STATE OF Western Washington Division WASHINGTON 165 ME Juniper Street, Suite 201 • Issaquah, WA 96027 • Phone: (425) 392-0250 • Fax: REGISTERED (425) 391-3055 _ADAAPE ARCHITECT Eastern Washington Division 407 Swiftwater Blvd. • Cie Elam, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 CmnHCATE Na 375 PLAN 'A' TWO REQUIRED FRONTYARD 119 LINE APPROXIMATE DRIVEWAY LOCATION 1 O' STREET FRONTAGE LANDSCAPE S x- 1 In EXISTING TREE _ _ _ TO REMAIN 4 16+6 .2Y LT4 I" DOMESTIC WATER I' PLAICE A WATER METER PER )R SM J20T UP PER CDR SID 340.5 FUTURE SIDEWALK REVISION LV ,6E FUTURE PATIO \�IN i i II 1 \ S.F. I 83 Y PLANT SCHEDULE TREES SUE COMMENTS TEN. o,.Lma,m McRa:.. MKY S,.Man299. AtAn mwlummRo.. ;nIE w». , M EMnxMmAClUeSt M�, FUN mE .9.iaCw FAmnhm,L w�aM�e�Lm„�w, GROUNDCOVISM nrtlwwMA„m,N KnnHI 4V a vAj FMMTB' FMI9/Gm M.nl LANDSCAPE NOTES 1, CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OFFER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO SFAAFING LANDSCAPE WORK. 2, CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR S TO PROMPTLY ADVISE OWNER OF MY DISNRSED MLFRES. (LOCATION SERVICE PHONE: 1-800-424-5555) 3, CONTRATOR SHALL MAINTNN AND WATER ALL PUNT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTIPES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PWJTS AS STATED ON THE WJDSCPPE PLAN AND MINIMUM PLANTING DISTANCES AS 5. GROUND COVERS SHALL BE PLANNED IN AN EQUILATERAL TRLANGUWE SPACING PATTERN AT THE ON -CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING. SIDEWALKS. SIGNS OR POLES. MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 6, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON PLAN ]. SUBGRAOE IS TO BE WRENN 1/10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND "CKS LARGER THAN 2• IN DIAMETER. 8, NEW BED AREAS, AS SHOWN ON THE PWJS, SHALL RECEIVE A MINIMUM OF 4' DEPTH •CEDARGROVE' COMPOST THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDRIONAL 4' MINIMUM OF TOPSOIL IN ALL NEW BED AREAS. 9. ALL BEDS TO RECEIVE A MINIMUM OF 3- FERTI-MULCH. 10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERPLIZER 4-2-2 PER 11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, A. GENERAL ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES. TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH THU SHALL BE FULL. WELL BRANCHED. WELL- PROPORTIONED. AND HAVE A VIGOROUS. WELL -DEVELOPED ROOT SYSTEM ALL PLANTS SHLL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALTM OF THE PROJECT. S. TREES, SHRUBS, AND GROUNDSOMRS: QUANTI➢ES, SPECIES, AND VARIETIES, SIZES ANY CONDITIONS AS SHOWN ON THE PLWTING PLAN PLANTS TO BE HEALTHY. VIGOROUS. WELL -FOLIATED WHEN IN LEAF MEE OF DISEASE, INJURY, INSECTS. DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SHE FSPTImI FF RACE WITHOUT WRITTEN APPROVAL MOM LANDSCASHE MUNI OR OWNI 12. CONTRACTOR TO PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERAL. 1 O' STREET FRONTAGE LANDSCAPE SPACED FLAUPG TREE PLANING & STAKING DETAIL SHRUB AND GROUNDCOVER SPACING DETAIL PROPERTY LINE FUTURE HOUSE FOOTPRINT FUTURE DISPERSION TRENCH 4 REPLACEMENT TREES PER ENGINEERS TREE DENSITY CALCULATIONS IN NURSERY L FINISH GRADE .. D, ,,S SHRUB PLA aG DETAIL Ulm a.,m IS Ib� L�:�CONIFEROUS FREE PLANTING AND STAKING DETA S-412802 W-412802 R-412802 0 LANDSCPE PLAN LOT 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION SCALE- 111=20'—O" DEVELOPMENT ENGINEERING( APPROVED msippo 10/14/2020 GA North 0 20 40 80' Know what's b@SOW. Call before you dig. s�ISSUE USm111c RAPID WNSNIwl CITY O F p oe/19/2020 CHERIE LANE � RENTON NA DATUN O LANDSCAPE PLAN °}n0- LPN IF GOT USE IM Planning/Building/Public Works Dept. 20521 BY DATE APPR AFFAmD. NEV WAR RDiNSY `AT or: f.T N O O I O N C> L ML R.; AM Sw 1• LIJ J R SEWER MAIN EXTENSION CHERIE LANE S.E. 114 OF SECTION 30, T. 23 N., R. 5 E., W.M CITY OF RENTON, STATE OF WASHINGTON FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS I I I II I I II1 1( _— ME NORTH LINE OF ME SCUM 1/2 OF ME PARCEL# W23059031 X SOUTH 1/2 OF ME IE 1/4 OF THE BE 1/4 / \ III SEC, 30-23-05 30-23-5 I 1/ PARCEL# 3023059022 \ \ SSMH 668-1 .83 51039 III 2RIM ,23 IS 8•PVC N:92.23 30 SEWER EASEMENT IS' EASEMENT PARCEL# 3023059071 \ IS 8•PVC E: 92.03 15' SEWER EASEMENT REC. N0. 96121914fi5 NO. REC. N0. 96t2200370 / I \ III I I IF 8'PVC S.92 03 REC NO 9612191465 30 ROADWAY EASEMENT68-2 I \\ RIM 2 3 E9RYCS REC NO 7703250226 II II LAA� 11001 IE SPEW W: 110,73 �II 1 \ SEWER SERVICE I r. -- i ` � �" G \ ( ? i J _� 1 __.. /DOWNSTREAM FiHN ( �J` __. /� ' / /' 1 _—=�T=-` /..� F�--� — � t A £RDPO RETAiNI(JG \ \ \ \ SSMH 668-3 9RIM.10 9.40 I \ I wAtc �� v v \ v p � IE a"�c e149.m A\\ IE 8"PyC W 148.70 PARC�L# 302305�108 y I I s{A tz�E V�1\\ PARCEL# 3023059041 �n32� iROM I IF` / / / / / / \ / I I 1 I , OOWNSIRFAAIIN /�%/// ,/ // \/ I 1 I / EDGE otwETURD ITRACTA I i 30-23-5 I / / / / / I / , / /1 I I 1 / A -CATEGORY Iv FpAATE CRI CAL I ' I'll, ACT S1002RR // / / / /// \` I I j 11 II / I I A6J9REA 5iRBE I I I vOD v �I I I v I I 52UM 4F RAC � /40.�72 Il ti(\I)I I /(11 \ I I I \ y 30-23-5 II 1111 � 11 \\\ PROJECT TEAM OWNER: RAM SINGH 10616 BE 26UH ST KENT, WA 980M 253-332-5692 SURVEYOR: STEVE MCCASKEY, PLS p ENCOMPASS ENGINEERING & SURVEYING ' 165 N.E. JUNIPER STREET, SUITE 201 m ISSAQUAH. WASHINGTON 98027 Q 425-392-0250 w m ENGINEER: EDWARD MECUM, PE LU ENCOMPASS ENGINEERING & SURVEYING R N.E. JUNIPER STREET, SUITE 201 ISS WASHINGTON 98027 425-3922 425-392-0250 GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 1805 136TH PLACE NE, SUITE 201 F BELLEVUE, WA 98005 ¢ 425-449-4704 COAL MINE ICICLE CREEK ENGINEERS q GEOTECHNICAL ENGINEER: 29335 HE 20H STREET CARNATION, WA 98014 Z 425-333-0093 ARBORIST: ARBORISTS NW, LLC 17105 SW 31UH PLACE, SUITE 440 FEDERAL WAY, WA 98023 206-779-2579 LANDSCAPE: LANE & ASSOCIATES 13802 26TH AVE NW TULM P, WA 98271 425-885-2319 UTILITY PURVEYORS: EX. OFFS IE EW I WATER: CITY OF RENTON REC $ 9612200593 SEWER: BOOS CREEK WATER D. glp'RD WA 29-23-5 & SEWER DISTRICT O 47 S1030 (253) 630-9900 iw SSMH 668-4 RIM 1E STORM. CRY OF RENTON _ 5 IE 8•PVC E: O2.9fi CABLE: COMCAST IE 8"PVC W O2]6 (800) 934-6489 � �3937 TELEPHONE: OWEST TONAL \ \ GAS/POWER: PUGET SOUND ENERGY 07/30/20 s\ — ICI (888) 321-7779 / SITE DATA: PROJECT SITE ADDRESS: XXX TALBOT RD S �1 ( RENTON, WA MOSS r - 7 1 I• PROPERTY AREA: 114,813 SE. (2.64 M.) / ( TOTAL PROPOSED LOTS 2 \ ` LOTT1 S 34TH PL TAX PARCEL NO. 302305-9108 \ g665Y \ PROPOSED NET DENSITY 1,32 DU/GA \ \ \ MAX. ALLOWABLE DENSITY \ 6 DU/GA CRITICAL ARM 1.46 AC T LAND USE DESIGNATION: RESIDENTIAL MEDIUM DENSITY (MD) \ ZONING: RESIDENTIAL - 8 (R-8) 71J �I PROPOSED USE: SINGLE FAMILY RESIDENTIAL / I I II \ N \ \ ( \ \ \PARCEL# 3023059021 A K� � A V A A V \ \ \ \ SEWER GENERAL NOTES: J \ I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ME SPECIFICATIONS OF 5005 CREEK WATER AND SEWER DISTRICT, ALSO REFERRED i0 HEREINAFTER AS 'DISTRICT'. \ I 2, THE DEVELOPER SHALL FURNISH ME DISTRICT A COPY OF ME COMMERCIAL AND/OR SUBDIVISION i PUNS APPROVED BY ME GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. / \ I 3 PRIOR TO CONSTRUCTING ANY SEWER MANS THE APPROPRIATE STREETS AND LOTS SHP11 BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS i0 BE RECONSTRUCTED SHALL BE MADE AT ME DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO ME DEVELOPER IN ADDITION TO THE STANDARD CHARGES. AND SHALL BE PAID BEFORE ACCEPTANCE BY ME DISTRICT. 6. NO S1DE SEWER CONNECTIONS SHALL BE MADE TO ME EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY ME DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY ME DEVELOPER/CONTRACTOR. S. PROPERTY CORNERS SHALL BE PINNED WIN REFERENCE TACK ON CURBS BY THE DEVELOPER/CONMMTOR. 9, THE DEVELOPER/CONTRACTOR SHALL NATTY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT ME DISTRICT OFFICE. AFTER ME PRE -CONSTRUCTION MEETING, THE DEVELOPER/ CONTRACTOR SHALL NOTIFY ME DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10, THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. IL CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13, ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMIIIED TO ENTER ME EXISTING SYSTEM. 14, EXISTING SSMH 1307-2 AND SSMH 1OW-3 SHALL BE CORE DRILLED AND RE-CHMNEIED TO RECEIVE INCOMING SOME ROW. NOTE: I. SANITARY SEWER MANHOLES IN PROFILE PRE A GRAPHICAL REPRESENTATION OF THE STRUCTURES AND ARE NOT INTENDED TO DEPICT A SUMP AT THE BOTTOM OF EACH STRUCTURE. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS MD SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF ME CONTRACTOR TO INDEPENDENTLY VERITY THE ACCURACY OF ALL UTILM LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PUN. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT ME WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES i0 ME ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH ME WORK. ME CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FUND OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. 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 ME OWNER AND ME ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION AN THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ME OWNER OR THE ENGINEER. I PARCEL NO. 2 OF KING COUNTY SHORT PLAT NO. 1177127, AS RECORDED UNDER RECORDING NUMBER 7803301125, AND BEING A SHORT PLAT OF THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNBHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DATUM RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: RAW 88 ME NORM HALF OF ME SOUTH HALF OF ME NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, LYING EAST OF ME KENT-RENTON ROAD (ALSO KNOWN AS SPRINGBROOK ROAD); TOGETHER ON ME NORM 17 FEET MEASURED ALONG ME EAST MARGIN OF ME KENT-RENTON ROAD OF THE WEST 170 FEET, MEASURED ALONG THE NORTH UNE OF ME SOUTH HALF OF ME SOUTH HALF OF ME SOUTH HALF OF ME NORTHEAST QUARTER OF ME SOUTHEAST QUARTER, 2F LANG EASTERLY OF THE KENT-RENTON ROAD; C O BINAIE IN ME CITY OF RENTON, COUNTY OF KING STALE OF WASHINGTON. Z BENCHMARK: 0 15 30 60 CITY OF RENTON HELD CITY OF RENTON DESIGNATION 1494 I� ELEVATION:99J05 SCALE 1 = 60 HORIZONTAL DATUM: HAD 83/91 CITY OF RENTON DESIGNATION 1494 , FOUND 1 3/4" BRASS DISK IN CONCRETE MONUMENT IN CASE. LOCATED IN THE CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE N0. 3023, 55' NORM OF THE CENTERLINE OF S. I6UH STREET • CRY OF DESIGNATION 1RENTON3/4' 1 3/4• BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN ME CENTERLINE TOP EI L OF TALBOT ROAD OPPOSITE DRIVEWAY TO HOUSE N0. 2819. Know what's below. Call before you dig. SHEETINDEX SH.NO. DESCRIPTION 1 COVER SHEET AND NOTES 2 PLAN - WEST ACCESS 3 PROFILE -WEST ACCESS 4 PLAN AND PROFILE - EAST ACCESS 5 CONSTRUCTION PROVISIONS 6 MATERIALS & SURFACE RESTORATION 7 SEWER DETAILS Y ❑ -¢i 0 o no w z 6 a 3a F OQ O ¢ O w V 0 aQ m /�D o V JZ 2> SDI O o N = E�£ m D Nm O C OWP aW 3i oia ^U^i v ¢ Q WK cIf WU o �L_Ll Q rn 0 Z W UJ Q Y Ll�LLJ o LU < Z LU h �w guJ= U) LLLJ UJ O O () LU 55 o � U BASE MAP SHEET 1 OF 7 I� II I II 30-23-5 51030 12'CONC. 15' SEWER EASEMENT 30' SEWER EASEMENT IE 18"ADS :94.48 db IE=121.6] FEE. NO. 9612191465 REC. NO, 9612191465 IX. SmRM AND GAS EX SSW 688-2 LINE TO BE LOWERED SSA 12+14T8, GIB'RT TO ACCOMMODATE ADJUST TO GRADE 1248J I � - - - - - - - - - PER DETAIL SHEET 8 - ICI I I I I OR62M11'AY wr DIN) E%. SSMH 668-2 RIM:128.1} EX. CB RIM:143.19 E 8'PVC 6110.93 IE WADS E:139 79 \ -I- 12"GONG. IEgPV� w.1II. IE WADS W139 fig I1I5}`6{ fE T19113- REMaI - EX. SDMH RIM: 97,42 IE 12"ADS N: 93,52 IS 18"ADS E: 93.52 € dS IF 18"ADS S:93.42 I fl I a 1 I r\R I9+ \ 0100 I \ I edl' o \ s f \ 6 I I IIIN i-i I - IE tYCONC.:95.13 IE 12.CONC.94,66 IS 12"CONC.:94M IE 12'ADS:94.45 � SSIpI B88-1 BTA fO+JT.BB, 4.00' RT ADJUST ro GRADE 9d14 PER DFTA0. SHEET 8 58MH 668-1 RIM.99.8} IS 8"PVC N:92.2} i IS 8"PVC E:92.23 IF 8"PVC 59203 SEWER MAIN EXTENSION CHERIE LANE S.E. 114 OF SECTION 24, T. 22 My R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON ARCFIH i0230`.9]31 FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS 15 UTILITYEASEMENT / REC. NO 9612200370 2 i I _._ 1. _. _._ _.II _ I `� L _._ I j._.PROPOSED _ W8MPf X. 77 s 1 \s SY- s-A- z.-.-. zl- s _ = s1- s s \ 3 I z IF w -vs=s asas.- ws.w.,z _wz-w Hee�s�184 \ V v v -W 1 ws dsr \ \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \PROGRAIN POSED RETAINIA 30-23-5 S10 22RR \ I \ \ I \ \ \ \ \ ) \ \ \ \ \ \ \ ZOO \ 12+4 PARCEL/ 3023059041 I ERVICE JS FROM L _ - / / // // // \ / MH PER SHEET R/ I DA NM NA VD 88 BENCHMARK: CITY OF RENTON HELD Cltt OF RENTON DESIGNATION 1494 E-NATION:99.705 HORIZONTAL DATUM: NAD 83/91 CITY OF RENTON DESIGNATION 1494 FOUND 1 3/4- BRASS DISK IN CONCRETE MONUMENT IN CASE. LOCATED IN THE CENTERDNE OF TALBOT ROAD, OPPOSITE HOUSE NO. 3023, 55' NORTH OF THE CENTERLINE OF S. 16UH STREET. CRY OF RENTON DESIGNATION 1699 TOP OF 1 3/4' BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN THE CENTERLINE OF TALBOT ROAD OPPOSITE DRIVEVIAY TO HOUSE NO. 2819, NOTE: 1. SANITARY SEWER MANHOLES IN PROFILE ARE A GRAPHICAL REPRESENTATION OF THE STRUCTURES AND ARE NOT INTENDED TO DEPICT A SUMP AT THE BOTTOM OF EACH STRUCTURE. 2. SEE SHEET 3 FOR SEWER PROFILE LEGEND ■ CATCH BASIN TYPE I 0 CATCH BASIN TYPE 2, 49" • STORM DRAIN CLEANOUT • YARD DRAIN STORM DRAIN - - STORM DRAIN SERVICE ® INFlLTRADON TRENCH SANITARY MANHOLE • SANITARY SEWER CLEANOUT SANITARY SEWER MAIN - - SANITARY SIDE SEWER ® WATER MAIN - - WATER SERVICE H WATER VALVE 0 WATER METER rF WATER TEE W/THRUST BLOCK Y WATER FIRE HYDRANT .� TRAFFIC SIGN STREET TREE VERTICAL BEND. MJ -/ AIR/V&VE ASSEMBLY - BLOWOFF ASSEMBLY F O Z o s m 0 SCALE 1" = 20' PIPE CROSSING TABLE 1 8' W TP 91.93 12' SO BP 93.86 O8' W TP 91.93 8" SS SP 92.80 J 6" W TP 121.25 180 SO BP 122.25 O8" SS TP 114.01 6' W BP 119.35 O8• SS TP 92.54 12" SO BP 94.02 B 8" SS TP 93.08 18" SO BP 94.58 *ADD MAFOAM AROUND PIPE CROSSING 2, WHICH HAS LESS THAN 1' SEPARATION 9 07/30/20 1 Y ❑ -¢i W r U N 0 o no w z 6 a OQ 3a F O ¢ O w V 0 aQ x e Y I^ 0 Vlz Z v�i 6 ti AS F Z3. fY W 3 W o O ti z a uW WW''��Z cZ r 1 1 W a 4_ W F N s z a ¢ Q WK of wU o Q Z W W W U Wg� WWo Z W (n W LU Q W U � X L) cn O W cA W W a a O 06 U) Know what's below. BASF MAP Call before you dig. SHEET 2 OF 7 FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS SEWER MAIN EXTENSION CHERIE LANE S.E. 114 OF SECTION 24, T. 22 N., R. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 165 165 .. .. .. ... LV6=3000.. ... I60 N.13+9319 EL 51. J8 160 m _ e q w h F ....... .. ... .. .. .... .... .... ...... ....... ....... ...... ..... ..... .. = ..+ _ .. 0 5gb 155 155E ....... ...... ..... ..... .... .... ... ... .. .... .... .... ...... ....... ....... ...... ....... ....... ...... ... ... ..... 0 U 150 150w ....... ...... ..... ..... .... .... ... ... .. .... .... .... ...... ....... ....... ...... .EX ....... ...... ... .... L. Ca / / ... .. .... .... .... .... ... ... STA 43+22175.52L .. w ... .. .... .... .... .... ..... ..... ... .IV-139.J9 RIM: 143.1 le(E ....... .. ... .. .. .... .... .... ...... ....... ....... .......I V_t39:69'18"(W / 140 140 / / / .N ...... ....... / 135 / / / 135 .. // 130 / 130 / // 115 � / 125 (.. GRADE) / / / 120 120 / PROPOSED ns GRADE I TM) sT 12+47.00 m FROM AONS' TO GRADE DOlIl DETAR Sl b0 / / 110 RIM:97,42 LVC / / ....INV=9 .62 18" (E) VL 10+28 61 EL i 96 i" / •� ... .../ / ...INV-962 i8". (N).... 011 J1 K1.8. INV-9 52 16", (5). EX 5 H 668-2 m j ✓ / /. i 5iA. 12+14: 6. D3lRi 105 _ / / / 105 o.. /�i/ INV 11 .938".(E) ....... ... .�/. i/ rsa63 PER OErom PER DEUN. 6.. 100 100 90 90 my oo $o. N.^.. 0^.... ry^.... ry^..... Hp Nw �.. _s 85 85 9+80 10+00 EX SSMH 668-1 80 W m 91.0 11+00 12+00 13+00 14+00 STA: 10+3Z86, J92RT a• 58 al 92a0 ROAD A RIM: 99.85 MADE EMAFOAM "=20 INV=9223 8" (E) AT GROSSMO HORIZ. 7 INV=92.23 8" (N) VERT, 1 "= 5' INV=92.73 6" (S) ADl TO GRADE 9&14 PER Dl Sll 6 i 07130120 1 W rURI 0 o no w z 6 a OQ 3a F O ¢ O w V O aQ R �r� m ^ r vJ W Z o z a 1JI EfiF RR6 6qF �d ffi� m a OZ;33 3 0 2 a W p3 Z a �Z - `W N W 9 xJNF ¢ Q v WK e N I > wV o w Q LLY z U r � Q Y�' x:5 Z W W w N ��/ Z Wei LLwl C.)LL U) W O'^ � U) a- ' vJ Know what's below. Call before you dig. BASE MAP SHEET 3 BF 7 SEWER MAIN EXTENSION CHERIE LANE FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS S.E. O R SECTION T. N., R. 5 G W.M. CITY OF RENTON, STAA TE OFF WASHING 14`rTON W 1& cum (typ) 18t I]0 sToRv am o tp38 1J( P ED PROFILEca A i ST 16+12 44, 9 46E po BRWEE-'.'�' ) .- -� RIM: 1671 161-72-18"( 0-16162 16'( CHI E EX SSMH 66 3 / STk14+835. 244T y / RIM 159.40 16G TA S IN 167 5MIS- (W) + [,2 .. . m II PROPOSED 8' I I II ,. II 419 UP 8"05659 SSMH 668 4 i STA119+024 471LT RIM 187.56 - - �� INV 172.769(W), 3J8' PER OET SRFET 6 v^i W 4 -269 Fa'®ia 16% NOTE: 1. SANITARY SEWER MANHOLES IN PRE A GRAPHICAL 140 REPRESENTATION OF THE STRUCTURES AND ARE NOT STRUCTURES ..... .'... .... ....... .......^ ...... ....� ..... a .N .. c .... ... ... ... ... ... ... ... .. INTENDED TO DEPICT A SUMP AT _ '� _ w m m "' w 1p m m �. ME BOTTOM OF EACH ... „ ..... o ....... n b ...... b . ...... ' o ....... ....... .... ' G ..,� G . b u m ... G ... G ... ..... ... n V ... V .... V .. G STRUCTURE. l l l l l l l l 'i l l l 'i 'i l l l 'i ... .... ..... ..... .. .. ... ... ... ... ... ..... ..... ..... .... DATUM 15+00 16+00 ROAD A 17+00 18+00 HORIZ. 1"--20' NAw 88 PARCEL# 3023059071 30ROADWAY EASEMENT RED, NO, 7703250226 EX, S. END W 12" ADS IE-158.18 e ID —."elf VERT. 1`- 5' X PARCEL# 3023059022 /\ fWETLAND I BUFFER I \_ EX, CB RIMn66.52 IF 18"ADS E:161,72 III I \ IE 18'AOS W:161.67 EX. C! 1S E 165,6 \ IE IB'ADS E:16558 '\ IE IB'AP6 W 165.58 III / F ExiDN018" I � STORM ORNN (TYP) -��7sea ,— Z \ s— — Sl tom. —<_ — w a — — — --- -- — — — 1 SSMH 668-3 IE 8'PVC E:1 IE 8'PVC W:1 i 1 i 1 I 11 I� II PARC L# 302305 108 1 1 TRACTA 1 PRIVATE CRITICAL AREA TRACT 63.951 SF I WETLAND A I / CATEGORY IV EX. SOMH RIM: 187,38 IE 12"ADS S:171,33 IE 12"ADS W:171,23 EX. SDMH RIM: 187.05 IE 18"ADS N:177.60 IF 12'ADS E:168.05 IE WAGE W.167.75 19+00 BENCHMARK: CITY OF RENTON HELD CM OF RENTON DESIGNATION 1494 ELEVATION:99.705 HORIZONTAL DATUM: HAD 83/91 CITY OF RENTON DESIGNATION 1494 FOUND 1 3/4- BRASS DISK IN CONCRETE MONUMENT IN CASE. LOCATED IN THE CENTERLINE OF TALBOT POND, OPPOSITE HOUSE NO, DOSS. 55' NORTH OF THE CENTERUNE OF S. 168N STREET. CITY OF RENTON DESIGNATION 1699 TOP OF 1 3/4` BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN THE CENTERLINE OF TALBOT ROAD OPPOSITE DRIVEWAY TO HOUSE NO. 2819. EX. OFFSITE ESM'T REC $ 9612200593 29-23-5 S1030 SSMH 668-4 RIM:187.56 IE 8"PVC EA7196 IE 8"PVC W 17176 � III I II I III S 34TH PL T 90 80 ]0 60 19+50 LEGEND CATCH B451N TYPE i Q CATCH BASIN TYPE Z 48" • STORM DRAIN CLEANOUT • YARD DRAIN STORM DRAIN — — STORM DRAIN SERVICE ® INFILTRATION TRENCH • SANITARY MANHOLE • SANITARY SEWER CLEANOUT SANITARY SEWER MAIN — — SANITARY SIDE SEWER ® WATER MAIN — — WATER SERVICE H WATER VALVE III WATER METER I{i WATER TEE W/THRUST BLOCK WATER ERE HYDRANT .� TRAFFIC SIGN o STREET TREE tk VERTICAL BEND, MJ -/' AIR/VALVE ASSEMBLY - BLOWOFF ASSEMBLY F O Z 0 5 10 0 SCALE 1" — 20' • Know what's below. Call before you dig. 7i 07/30/20 1 W HONI O o no w a a z W U 6 a OQ 3a F O < O w V 0 aQ R �r� m ^ r vJ� i Z o 2 a 5{8 E_ i.•� 1JI EfiF RR6 6qF ED ffi m #9Ea C Oz�33 W Z cZ `W N W ' ¢ Q v WK e N I > T U w2N o a Q L1 �j W W Q Y u) X Z LLJ w W W LU LLj Z Q J W W U W W a U) O U) O � w U) a U) Z a BASE MAP SHEET q OF 7 CONSTRUCTION PROVISIONS (REVISED 05116111) STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SODS CREEK WATER & SEWER DISTRICT AND THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2, TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE DEVELOPER/CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT -LINE BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT I F00T OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO RESPONSIBILITY, WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRACE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM, THE TRENCH SHALL BE OVER -EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED 70 907 OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED 70 90% OF THE MAXIMUM DENSITY THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 509 OF TRENCH DEPTH, OR AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 959 OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS u m GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE z BOTTOM OF EXCAVATIONS OR FORMATION OF QUICK" CONDITIONS OR w 6. SEWER MAIN TESTING "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL o BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTED AFTER ¢ DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO BACKFILLING BY THE LOW-PRESSURE AIR METHOD IN ACCORDANCE WITH PREVENT REMOVAL OF THE NATURAL SOILS. THE DEVELOPER/CONTRACTOR SECTION 7-17.3(2) OF THE STANDARD SPECIFICATIONS, EXCEPT WHERE SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND THE GROUND WATER TABLE IS SUCH THAT THE DISTRICT MAY REQUIRE MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY THE INFILTRATION TEST. FINAL ACCEPTANCE OF THE SEWER MAIN EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE INSTALLATION WILL BE SUBJECT TO THE DISTRICT'S RESOLUTION NO. AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID 1904-S, WHICH ALLOWS A MAXIMUM PONDING DEPTH OF 3/4-INCH. IN < EQUIPMENT. THE EVENT OF CONFLICTS BETWEEN THE STANDARDS ESTABLISHED IN DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO RESOLUTION NO. 1904-5 AND THE STANDARDS SPECIFIED IN SECTION ' m 7-17.3(2) OF THE STANDARD SPECIFICATIONS, WE STANDARDS OF THE PREVENT ENTRY COLLECTION OF WATER IN EXCAVATIONS AND SHALL RESOLUTION WILL TAKE PRECEDENCE. i MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE 7. REPAIR OF PIPELINE FAILURES RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE STATE PERFORMED BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE COMPACTED IN SUCH A MANNER AS MAINTAIN THE UNDISTURBED STATE OF THE REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED 70 REPAIR TR BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND BROKEN PIPE. PIPELINES. B. JACKED CROSSING DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING KITH AT LOCATIONS AS REQUIRED BY THE DISTRICT OR GOVERNING ROAD ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND AGENCY, OR AS PROPOSED BY THE DEVELOPER/CONTRACTOR, SEWER MAIN MANAGING WATER DISCHARGED FROM THE EXCAVATION. CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, 3. CONNECTION TO EXISTING SEWER SYSTEM OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL CONNECTIONS TO EXISTING LINES SHALL BE MADE ONLY WITH THE WRITTEN FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING APPROVAL OF SODS TERDEVELOPER/CONTRACTOR CREEK S ALL W N07IFY& THE RDISTRICDIST'T'S FIELD CT. THE THE SCASING WITH MNOT MEETIOIST SAINDM NDONED AND IA NEW BEFILLING AINSTTALLEDB TO MEET q�P oD D. , REPRESENTATIVE AND OTHER UTILITIES AT LEAST 46 HOURS IN ADVANCE THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE ay Rw OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS IMTH MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT °' z THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING SEWER SYSTEM. THE DEVELOPER/CONTRACTOR SHALL FURNISH DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE OF THE SEWER. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND ,� 39374 �y CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48-HOUR INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND OF 1/4-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TO GRADE, 7Bf+aL' HOLIDAYS. MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL 11114119 WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED USED IN LIEU OF FILLING THE VOID BETWEEN THE SEWER MAIN AND THE CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE CASING WALL WITH SAND. UNTIL THE CONNECTON IS COMPLETED. BEFORE ORDERING MATERIALS FOR 10, EXISTING UTILITIES Y Q ANY CONNECTION TO AN EXISTING MANHOLE, DEVELOPER/CONTRACTOR W r U SHALL EXCAVATE THE MANHOLE AND VERIFY OUTSIDE DIAMETER OF ALL EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY PIPES FOR DETERMINING TIDES OF FIT17NUS TO BE USED. ALL WORK THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION SHALL BE COORDINATED WITH THE DISTRICT'S FIELD REPRESENTATIVE. THE AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE ¢� o EXISTING SEWERS SHALL REMAIN IN SERVICE AT ALL TIMES. RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADE USING A CONSTRUCTION, THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE oa ua o o SAND COLLAR, A CONCRETE COUPLING OR A KOR-N-SEAL BOOT THE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. PIPE TO MANHOLE CONNECTION SHALL BE WATERTIGHT. ANY LEAKS IN THE 11. WARRANTY PERIOD COUPLINGS OR OTHER AREAS CREATED WHILE CONNECTING TO THE EXISTING MANHOLE SHALL BE SEALED WITH STRATA TECH ST-520 THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION SHALL `. INJECTION RESIN OR APPROVED EQUAL. BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION 4Am DEVELOPER/CONTRACTOR SHALL RE -CHANNEL EXISTING MANHOLES AS OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF NECESSARY TO SMOOTHLY DIRECT THE FLOW INTO THE EXISTING SYSTEM. ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE �/ I DISTRICT 0 /� 6 ti ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING OUTAND OTHER LEA DEBRIS NING ANY HAS STINENTERDSEWERS INTOAS WHICH RESULGRAVTL, ROO THE yriNi 2 $ DEVELOPER'S/CONTRACTOR'S OPERATIONS, AND SHALL PAY FOR REPAIR �� 2 y TO LIFT STATIONS OR OTHER FACILITIES DAMAGED BY SUCH DEBRIS. ALL i W$a m FLUSHING WATER SHALL BE PUMPED FROM UPSTREAM MANHOLES OR z i SEWER LINES AND SHALL NOT BE ALLOWED TO ENTER THE EXISTING I g €g SEWER. ` ,W 3 '" 3 o i a ^Z _ 4. SEPARATION OF UTILITIES c: z MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINS SHALL CONFORM (1 �W a ■+r p TO SECTION C7-9.1 OF THE "CRITERIA FOR SEWAGE WORKS DESIGN", _ £ z z CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARA7ON BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH - 'a A SAND CUSHION. ¢ Q K PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY SEWER MAINS AND STUB SERVICES. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE SEWER STUB SERVICES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER/CONTRACTOR HAS FURNISHED THE DISTRICT WITH A WORK N/ SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS 00.0 Z AGREEMENT (FORM SUPPLIED BY THE DISTRICT) IS PROVIDED. LLJ Z O 5 WHEN DIGGING THRUST BLOCKING FITTINGS ON EXISTING PIPELINES, TEMPORARY Q O U) BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS, BLOCKING SHALL > Z i ALLOW FOR ANY CONNECTIONS TO THE FITTING TO BE REMOVED WITHOUT > l^ W W o DAMAGING THE FITTING. THRUST BLOCKING SHALL CONFORM TO THE co H Z of STANDARD DETAILS WHERE UNFAVORABLE GROUND CONDITIONS ARE x g a ENCOUNTERED, SPECIAL BLOCKING MAY BE REQUIRED AS DIRECTED BY THE LJ J Q W Z DISTRICT IN THE FIELD. W LLJ Z O Lu = U U) LLU W U F O oz$ U)i p BASE MAP BEET 5 BF 7 FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS C. MATERIALS (REVISED o5/16/11) 1 PIPE 3. MANHOLES D. SURFACE RESTORATION (REVISED 05116111) MANHOLES SHALL BE PRECAST CONCRETE UNLESS REQUIRED 5. NON -PAVEMENT RESTORATION WTHIN RIGHT-OF-WAY GRAVITY SEWERS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE OTHERWSE BY THE DISTRICT AND SHALL CONFORM TO STANDARD 1. OFFSITE SURFACE RESTORATION CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS PLAN B-23A EXCEPT NTH ECCENTRIC REDUCING CONES. POURED IN ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL RESTORED CULTIVATED LAWNS SHALL BE RESTORED NTH SOD, UNLESS REQUIRED OTHERWISE BY THE DISTRICT. PVC GRAVITY SEWER PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR RESEEDING OF CULTIVATED LAWNS KILL NOT BE ALLOWED MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED DIMENSION FROM THE BREAK OF CONE TO 70P OF CASTING SHALL TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS NTHOUT PRIOR APPROVAL OF PROPERTY OWNER AND FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS BE 20 INCHES, SHALL BE SAVED, RELOCATED, OR REPLACED BY DISTRICT. UNCULTIVATED LAWNS, PASTURE AND VACANT OF ASTM D 1784 FOR CLASS 12454-B PVC. DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS LAND SHALL BE RESTORED WTH A PASTURE GRASS DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE INTERNAL CONCRETE CHANNELS, BENCHES AND FILLETS SHALL BE OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE MEETING THE FOLLOWNG REQUIREMENTS. PROVIDED THE DUCTILE IRON PIPE IS LINED WITH EPDXY, FORMED USING LOW SHRINKAGE CLASS 40000 5 SACK MIX WIN PEA GRAVEL TO 5/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD POLYURETHANE, OR SEWPERCOAT AS MANUFACTURED BY KERNEOS SECTION 6-02.3 OF THE STANDARD SPECIFICATIONS. THE AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE SEED MIX: 407 PERENNIAL RYEGRASS ALUMINATE TECHNOLOGIES OR APPROVED EQUAL. ALL LININGS SHALL WATER -CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER -REDUCING RESTORATION. 107 WHITE CLOVER BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. ADMIXTURE SHALL BE INCLUDED IN THE MIX. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OT-WAY 30% FESCUE A. LINED DUCTILE IRON PIPE SHALL HAVE THE LINING APPLIED TO LADDER RUNGS SHALL BE i-INCH DIAMETER DEFORMED BAR, THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE 20% RED CREEPING FESCUE ALL EXPOSED INTERIOR SURFACES PER THE MANUFACTURER'S GALVANIZED OR POLYPROPYLENE SAFETY -TYPE STEPS MEETING THE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET APPLY AT THE RATE OF 100 POUNDS RECOMMENDATIONS. REQUIREMENTS OF ASTM C478, AASHTO M-199, AND ALL NSHA GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PER ACRE B. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE AND OSHA SPECIFICATIONS. POLYPROPYLENE STEPS, CONFORMING TO PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS RESIN AND POLYOL RESIN MIXED AT A 1:1 RATIO AT THE TIME OF ASTM 0 4101, SHALL BE INJECTION MOLDED AROUND A 112-INCH CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THE APPLICATION AND APPLIED TO A DRY FILM THICKNESS OF 40 ASTM A 615 GRADE 50 STEEL REINFORCING BAR. THICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS MILS (0.040 INCHES). COATING THICKNESS WTHIN THE BELL COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30A D/T OR CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS MULCH: SILVA MULCHAPPLIED AT SOCKET INTERIOR AND ON THE SPIGOT END OF THE PIPE OF 1-1/2 INCHES, ASPHALT CONCRETE PAVING SHALL THEN BE PLACED 1500 TO 200IBER PER ACRE. EXTERIOR SHALL BE 8 MILS (0.008 INCHES) NOMINAL WTH A APPROVED EQUAL AND SHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON NTH THREE 5/8-INCH DIAMETER X 1 112-INCH LONG AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH FERTILIZER: COMMERCIAL MIX 10/20/20 OF MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORDER TO THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM NITRATE, PHOSPHATE AND POTASH MINIMIZE POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAD CAP SCREWS THICKNESS SHALL BE 2 INCHES, THE SHOULDER SHALL BE REPLACED TO AND SINGLE i-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT APPLIED AT RATE OF 450 POUNDS COATS MAY ALLOWED PROVIDED FINAL DIMENSIONS ARE 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PROVIDE PER ACRE. HALL ALLOWABLE TOLERANCES AFTER THE COATING. THE LINING SHALL TO 5/8-INCH X 2 HOLE INCH STAINLESS STEEL CARRIAGE BOLT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE PROVIDE AN ASTM D16 TYPE V SYSTEM. INSTALLED IN MANHOLE LIFT HOLE LIDS SHALL HAVE ANON -SKID DISTRICT OR THE GOVERNING ROAD AGENCY. C. SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF FUSED PATTERN CAST INTEGRALLY ON TOP KITH THE WORD "SEWER" CAST RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF CALCIUM ALUMINATE AND CALCIUM ALUMINATE AGGREGATES. THE IN 3-INCH RAISED LETTERS. RING AND COVER SHALL HAVE ONE OF 1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS (0,125 THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS INCHES OF CRUSHED SURFACING BASE COURSE. ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 LADDER. J. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OT-WAY ASPHALT ROADWAYS, SHALL BE TEMPORARILY PLACED AT INCHES FOR PIPES LARGER THAN 12 INCHES IN DIAMETER. ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL SUB -GRADE ELEVATION PRIOR TO PLACING CRUSHED CRACKS IN THE LINING, OTHER THAN CLOSED HAIRLINE CRACKS BE OLYMPIC FOUNDRY NO. MH30A O/T SMOOTH DESIGN OR THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND/OR FINE CRAZING ARE NOT ACCEPTABLE. A SEAL COAT APPROVED EQUAL KITH LOCKING LID AND 6-INCH CASTING RING AND SAWCUTTING PRIOR TO EXCAVATION TO PROVIDE A CONTINUOUS LINE. AND ACCESS ENTRIES SHALL BE MADE FOLLONNG FINAL SHALL BE APPLIED TO ANY SEWPERCOAT LINING. THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE PAVING BY SAWCUT77NO OF THE PAVEMENT AROUND LIDS LETTERS. EDGES OF THE SURFACING SHALL BE RE TRIMMED 12 INCHES WIDER AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM INCHES BEYOND THE RADIUS OF THE COVER. NTH 1 MIL (0001 INCHES) OF BITUMINOUS PAINT ACCORDING TO MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS IRREGULARITIES. A 1-114-INCH MINUS CRUSHED SURFACING BASE DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE ANSI/AWWA C151/A2I.5I. CONFORMING TO ASTM C 443. ALL MANHOLE JOINTS AND PICK COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4-112 MATERIAL, SURFACING COURSE, AND FRAME: ADD RAISING 2. SIDE SEWER SERVICES HOLES SHALL BE SEALED FROM THE INSIDE AND THE OUTSIDE NTH INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP BRICKS, AND REPLACE FRAME AND COVER TO FINISH A SAND AND PORTLAND CEMENT CONCRETE MIX. CONTRACTOR SHALL COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. GRADE. FILL AND MECHANICALLY COMPACT AROUND THE ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE NTH PROVIDE AN 8-INCH THICK BY 5-FOOT WOE ASPHALT OR CONCRETE STRUCTURE AND FRAME NTH CRUSHED SURFACING THE SECTION 7-18 OF THE STANDARD SPECIFICATIONS AND THE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN CT ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN MATERIAL. FINISHED SURFACING SHALL BE TWO, 2-INCH RESOLUTIONS OF THE DISTRICT, N-0CH ARE INCORPORATED HEREIN BY UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE THE COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED REFERENCE SIDE SERVICE CONSTRUCTION SHALL FOLLOW THE OTHER UNPAVED AREAS. THE ASPHALT OR CONCRETE COLLAR SHALL ORIGINAL SURFACE ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE SLOPE AWAY FROM THE MANHOLE RIM. OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES OPINION OF THE DISTRICT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1-1/2 INCHES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. 4. IMPORTED GRAVEL MATERIAL COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE PRE -LEVELED AS DETERMINED BY THE DISTRICTS FIELD REPRESENTATIVE PROPERTY LINE OF 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE 7. FINAL CLEANUP FEET BELOW THE STREET CENTERLINE WHICHEVER IDEEPER. IN STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE LIEU CASES OF VACANT PROPERTIES OR PROPERTIES VACANTT BEYOND 150 TO SECTION 9-0317 OF THE STANDARD SPECIFICATIONS BANKRUN OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL FEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUCTED GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION THE ROAD. THE DISTRICT OR GOVERNING ROAD AGENCY RESERVES THE ADJACENT AREAS IN COMPLIANCE WTH SECTION 1-04.11 OF NTH A MINIMUM SLOPE OF 29 FROM THE TEE, UNLESS OTHERNSE 9 OF THE STANDARD SPECIFICATIONS, EXCEPT AT RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE THE THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS APPROVED BY THE DISTRICT IN WRITING. TRANS TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE THE INSTALLATION WORK. DISTURBED SOILS SHALL BEFINAL SURFACING OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. DISTRICT OR GOVERNING ROAD AGENCY ALL ASPHALT JOINTS SHALL BE TI GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF ALL STUB SERVICES SHALL TERMINATE NTH A 6-INCH WATERTIGHT DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEALED WITH APPROVED SEALER. DEVELOPER/CONTRACTOR SHALL THE SEWER MAIN. IN LIMITED AREAS SEEDING AND CAP AT THE PROPERTY AND EASEMENT LINE, OR 10 FEET PAST AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN MULCHING BY HAND, USING APPROVED METHODS, WLL BE AT THE OPTION OF THE DEVELOPER. ALL ENDS OF STUB SERVICES APPROVED DISPOSAL SITE. REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY ACCEPTABLE. DITCH LINES NTH ERODIBLE SOIL OR SUBJECT SHALL BE MARKED BY A GALVANIZED NRE AND A 2-INCH THE GOVERNING ROAD AGENCY. TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, WRGAUGE 4-INCH TIMBER. THE WRE SHALL EXTEND VERTICALLY FROM THE 5. CRUSHED GRAVEL SURFACING NETTING, OR ROCK LINING CONTROL EROSION. ANY CA CAPPED END TO THE GROUND SURFACE AND SHALL BE ATTACHED TO CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD HOT MIX AI SILTING OF DOWNSTREAM DRAINAGE FACILITIES, THE TIMBER FROM END TO END, THE TIMBER SHALL EXTEND FROM THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD ASPHALT PATCHES DAILY DURING CONSTRUCTION THE SATISFACTION SA DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS RESULTS CAPPED END TO MINIMUM 12 INCHES ABOVE THE GROUND AND SPECIFICATIONS. E OF THE GOVERNING ROAD AGENCY AND THE DISTRICTS FIELD FROM THE SEWER MAIN INSTALLATION SHALL BE CLEANED T IC SHALL BE PAINTED TRAFFIC KIHNTH WORD SEWER" REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT OUT AND WORK SITE RESTORED TO A STABLE STENCILED ON NTIH BLACK PAINT. THEE END OF THE TIMBER SHALL BE 6. ASPHALT CONCRETE PATCH AND OVERLAY HOT PATCH. THE PERMANENT PATCH SHALL BE PLACED AND SEALED CONDITION ASS PART OF SITE CLEANUP. MARKED IN PERMANENT INDELIBLE INK NTH THE LENGTH OF THE ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. TIMBER INSTALLED. NEITHER THE NRE NOR 2" X 4" TIMBER SHALL BE CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION B. TRAFFIC CONTROL SECURED OR ATTACHED TO THE SEWER PIPE. SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME 1/2-INCH, P.G, 58-22 GRADING REQUIREMENTS, OR AS REQUIRED TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. BY THE GOVERNING ROAD AGENCY. PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT WITHIN SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS. 30 CALENDAR DAYS. THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF 4. CURBS, GUTTERS, AND SIDEWALKS THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY OF THE PROJECT OR THE DEVELOPER'S/CONTRACTOR'S USE AND IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED" ORIGINAL CONDITION OR BETTER. SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICTS FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. 0 o no w z 6 a OQ 3a F O < O w V 0 aQ d Y 0 6 r )(D v Z °z u - d ^ N o d EED m ME 3°a d Z E a OW =`` q 3 UW }6 a° ' w z a ^z LO w - m r+r W A Q zz x z Q WK wU o U) �j W w Q W W Z Of Lu g (n W W U) W Ooz$ U) z 0 H Q O U) W W Q W U) 06 U J Q W 75 Q EASE MAP SHEET 6 OF 7 I up EL OWNED k MAINTAINED OWNED & MAINTAINED BY L01 OWNER BY SEWER DISTRICT TV (TYP.) DISTANCE VARIES (PLAT UTILITY EASEMENT) I I COMMON UTILITY TRENCH (PWR, SIDEWALK TEL. GAS, ETC.) r CURB STREET SURFACE I I I I s /lEES;' STALLTEST 6 GAP PLUG O PROPERTY LINE ---------- LI__ 2X MN. $OPE 2DE% MAX SLOPE 6- PVC SEWER NOTE : SERVICE PIPE DEVELOPER/CONTRACTOR MAY 8"K6' TEE EXTEND STUB SERVICE DURING (TYPICAL) SEWER MAIN CONSTRUCTION. 8* SEWER MAIN (TYPICAL) ELEVATION STUB SERVICE CONSTRUCTION DETAIL �M E�rL MAT 17, NII FY N15 c1M AE 02, 2D11 Add M.\MME MEEK W&S LGY STNND.NLDS SM DTLS L4 DWG. MD, S-4 STD. 24"0 MANHOLE FRAME w/ LOCKING LID 2D' 110' q' ECCENTRIC CONE a SECTIONS AS NEEDED BASE SECTION NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE INSTALLED BETWEEN THE BREAK OF THE CONE AND THE MANHOLE COVER STANDARD MANHOLE DETAIL aA DAIE ENvaI sME p5lgcl M4DWk DnIE awPDMD MAY 17, 2011 NT$ K, V. ANE 02. 2011 a sg11¢x ME NME M:\SWS CREEK WRS\OESp STANOAR05\$MR DR$\5-D DWG. NO. I S-27 MR OICK RIM ED�R 72G2 PPp RII�RDo pOEHDLf O MR�� RIM c R 77�.pP(1�8 ftool OP��C RAl l , SEr NOTE: CONCRETE SHALL BE BRUSHED FINISHED. IF ASPHALT IS USED IT MUST BE COMPACTED. MANHOLE RIM AND COVER OFF PAVEMENT Evmx DAIE s.M WSRLM rarNDvrE ATE ArRvum o- MAY 1T, 2011 N15 K.V. D .NNE 02. 2011 gARgS EAE \90 u: \5W5 GREEN WR$\pE5G11 $iMIpAN02 SMR DRS\$-2d DWG. NO. $-23 SUBI }' AN. 1165 CWPACTON NT�' MINUS CRUSHED ROOK I / 3/8'-1 1/2' I NATA MATERIAL IF APPROVED BY 05TNCT yd{ C01IpgCl10N PIT RUV S' MINUS AND AOVERNNG ROAD CRUSHED RODE AGENCY I 12" MIN, 9tlR CWPACTION O SY10-SQL ENGINEER RAVE APPROVAL OM R CPAC7104 TEST REQUIRED PEAA 5/8' MINIS CFCR LSIED fi MIN. ( I 2'-4- ROCK OR SQLS ENONEERING—t� SM CDIPACTION I OTHER MATERIAL DETAIL NEEDED ( T USTED ABOVE NOTES: 1. BEDDING REQUIRED IN RIGHT-OF-WAYS, DRIVEWAYS. PARKING LOTS. PAVED AREAS, AND NON -PAVED AREAS. 2. BEDDING FOR RIGID PIPE SHALL BE NATIVE MATERIAL UNLESS JUDGED JNSUITABLE BY THE DISTRICT AND GOVERNING ROAD AGENCY. 3. TRENCH BACHFILL. BEDDING AND MATERIAL TO CONFORM TO GOVERNING ROAD AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. THENCIIWIDTNS (N NOES) NOMINAL PIPE MINIMUM EARTH MINIMUM AODc YAYIYl1M 2 IB 1 24 fi 3 B 24 6 4 IB 24 fi 6 21 24 M B 24 24 W 12 M 20 40 TYPICAL TRENCH DETAIL DWG. NO. FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS 11/14/19 Y ❑ -¢i w r ED R 0 o no w z 6 a OQ 3a F O ¢ O w V O aQ LL 6 ti v/O Z Q z a m P f/K�1p fr' fr� iJl o o Q M O = EH3m O 0z -3 Ea W $3 0 2 a UW Z B wW QQ � = 2 Z � � F ¢ Q WK clf Q Li O ~ W W H Wgo wo Z w Lu 2 = o U (n LLI W O () w OOZ$ U) BASE MAP SHEET 7 BF 7