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HomeMy WebLinkAboutzR-4136SetSITE ADDRESS OWNER / DEVELOPERR- 3605 N.E. 7TH STREET JAGADESHWAR GATT RENTON, WA 98056 14716 NE 76TH ST. �. rJ-. onry ✓<--�--W 1 W REDMOND, WA 98052 PARCEL NUMBER — — — ENGINEER MONUMENTIN CASE Ro`uTro'cune`T— e 8011104135 BRASS PIN IN CONC / C.E.S. NW INC DOWN 0.5' oa SURVEY BY SUITE D _-k� sss'ae'49"E 128sa'(c)it28.Ta'(Rt) _ k CA PUYALLUP, WA 98372NE, \ DES, NW INC (253) 84B-4282 429 - 29TH STREET NE, SUITE D PUYALLUP, WA 99372 (253)848-4282 0 SURVEY NOTES METHODS k EQUIPMENT - - - - - - - - - THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES QU THE _ - _ 'SURVEY RECORDING ACT', CHAPTER 58.09 RCW AND 332.130 WAG _R/W METHOD: FIELD TRAVERSE AND GPS OBSERVATIONS IN AUGUST, 2018. H�o (- EQUIPMENT USED: FOCUS 30 TOTAL STATION AND TRIMBLE R8 CBS. ALL INSTRUMENTS UTILIZED DURING THE COURSE OF THIS SURVEY ARE MAINTAINED IN CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS CONTOUR INTERVAL 2 FOOT. LEGAL DESCRIPTION LOT 1 n (PER STATUTORY WARRANTY GEED FILED UNDER RECORDING eoTnol3o m NUMBER 201BO124000592). r LOT 13, BLOCK 2, STEWARVS HIGHLAND ACRE TRACTS, Z ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 43 OF I m PLATS, PACE 17, RECORDS OF KING COUNTY, WASHINGTON: EXCEPT THE SOUTH 10 FEET THEREOF; (ALSO KNOWN AS LOT 1, CITY OF RENTON LOT UNE ADJUSTMENT NO. 015-79 RECORDED UNDER RECORDING NUMBER 94D9121148) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. O BASIS OF BEARING C NAD 83-2011 (EPOCH 2O10.00), WASHINGTON STATE PLANE, NORTH m ZONE, (PER THE WASHINGTON STATE REFERENCE NETWORK). 'RENT 721' - N 182946.09, E 13D0746.68 'WGS3748' - N IQW109.40, E 1308748.93 G m VERTICAL DATUM Z NAVO88, HELD CITY OF RENTON BENCHMARK 'RENT 721' FOR AN m ELEVATION OF 381.60 FEET. FOUND TACK IN CASED CONCRETE MONUMENT AT INTERSECTION OF HE 7TH ST. AND MONROE AVE. NE. IN REFERENCES H u (R1) THE PLAT OF STEWARYS HIGHLAND ACRE TRACTS u N RECORDED IN VOLUME 43 OF PLATS, PACE 17.- (R2) LOT LINE ADJUSTMENT FILED UNDER RECORDING NUMBER 94D9121148. (113) CITY OF RE14TON SHORT PLAT FILED UNDER RECORDING NUMBER 2DI40924900004. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CES NW INC., CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBIE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. UTILITY NOTE LOCATIONS OF SAID UTILITY, EXCEPT SANITARY SEWERS, AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 811 AND THEN POTHOUNG ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WTH CONSTRUCTION. CES NW INC, ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION MONUMENT IN CASE BRASS PIN IN CONC, DOWN 0.5' FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDNANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS UTILITIES EARTHWORK QUANTITIES WATER: CITY OF RENTON 100 CY CUT SEWER: CITY OF RENTON L80D CY FILL POWER: PUGET SOUND ENERGY 1,700 CY NET FILL GAS: PUGET SOUND ENERGY QUANTITIES ARE FOR PERMIT PURPOSES ONLY. TELEPHONE: COMCAST/CENTURY LINK CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES FOR BID PURPOSES. c.F.SNW,wc C/Y/L ENGINEER/FUG of SUWIIII O PUYALLUP, WA 91072WI7 0 ceservicee®cemawlne com I usYONAL W ', 4/26/2021 - _ 1 26' PUBLIC WATER, SEWER, AND PRIVATE ACCESS AND II UTILITY EASEMENT PER K.C. II 20140 2440924000105 AND 20140924000106. PROPOSED LOTS LINE (TV) II I LOT z ^' 801110131 EXISTING PROPERTY LINE (TYP) I PROPOSED SIDE I. CONNECTED TO EXISTING II 2 MAIN OR MANHOLE WTMN I� PIERCE PL NE TYPICAL 3 LOCATIONS v I LOT 3 801110'32 / NE 6TH CT. PROPOSED STORM - DRAINAGE SYSTEM I I PROPOSED 15' PI LOT 4 STORM DRAINAGE 801110133 EASEMENT to to a 1 Inch = 20 feet. wa / ! NE 7TH IT �P (SEE .SENT .F I SS U rh ilo- I it _ LL I IP 1 _ - _ 20' BSBL (F) PROPOSED BUILDING J 4 SETBACK UNE (TYP)I m 1 LOT 1 i 6,010 SF I_ ° P fe' EXISTING HOUSE TO BE REMOVED I. L _ I --I-5'BSBL(S) I I. PROPOSED DETENTION VAULT (SEE SHEET C9) II - - I � I SS I PROPOSED If STORM MAIN FROM NE 7TH PULE SE SHEET QU. CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 NO. EXISTING GARAGE -- 20' EI (F) _ TO BE REMOVED e LOT 2 6,008 SF y � m II 1 �I N \ 1 N PROPOSED LOT 5' BSBL (1 LIf (TYP) — 8011100137 41 �It .r MONUMENT IN CASE BRASS PIN IN CONC. — - — _ _ _ DOWN 0.4' r(\ i EX-EP gt'29'37"(M1 - . I 91'29'36"l ) - Q1'29'42'(R1) B JI N0010'39'W 1Ci 30.00' 0m 30 I PPE m Z PROPOSED FIRE HYDRANT C z m �I ) c U GO I co r8 C Cl. �- PROPOSED SI MAIN SEID W )N. <N PROPOSE) STORM DRAINAGE SYSTEM NE 6TH ST TER ON m LEGEND 1=WI m I EXISTING DESCRIPTION PROPOSED i t9 MONUMENT 9 MONUMENT LINE PROPERTY LINE _ U - RIGHT OF WAY UNE ---- s EASEMENT LINE-------- o BUILDING SETBACK LINE ------------------- i ^ E~ CHAIN LINK FENCE ^ a e A a} WOOD FENCE R e e- CURB A GUTTER ______________ EDGE OF PAVEMENT MONUMENT IN CASE �` ,\ CONTOURS BRASS PIN IN CONIC. lZ STREET SIGN y DOWN 0.9' 0 STORM DRAIN CATCH BASIN ■ CITY OF RENTON ADMINISTRATIVE REPORT E DECISION STORM DRAIN MANHOLE 0 STORM DRAIN CLEANOUT FILE NO WA19-000185, SHPL-A, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: Sp STORM DRAIN LINE QU 1. THE APPLICANT SHALL OBTAIN DEMOLITION PERMITS AND COMPLETE FINAL INSPECTIONS FROM RD ROOF DRAIN LINE —RO— TE CITY FOR THE REMOVAL OF BOTH THE EXISTING RESIDENCE AND ACCESSORY BUILDING LOCATED 05 SANITARY SEWER MANHOLE ON THE SITE PRIOR TO SHORT PLAT RECORDING. o SANITARY SEWER CLEANOUT SANITARY SEWER UNE S 2. THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN, IN COMPLIANCE WITH FINDS SS SANITARY SEWER STUB 55 NIGHT-OD.12, THAT COMPLIANCE WITH STREET FRONTAGE LANDSCAPING AND PUBLIC FIRE HYDRANT Y RIGHT-OF-WAY LANDSCAPING PER RMC THE LANDSCAPING 0F.2AND AND RMC 4-4-070CU REVIEW E TIME OF PERMIT FOR RENEW AND APPROVAL BY THE CURRENT PERMIT APPUC W WATER VALVE N TO CONSTRUCTION PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTOM PERMIT ISSUANCE. PR JECT MANAGER, © WATER METER e THRUST BLOCKING 3. THE APPLICANT SHALL OTHER REVISE THE PROJECT PROPOSAL TO INCLUDE THE REQUIRED 15 W WATER MAIN 14 FEET OF PERIMETER LANDSCAPING AROUND THE PROPOSED STORMWATER DETENTION VAULT, OR THE LUMINAIRE LW )b O APPLICANT SHALL SUBMIT STORMWATER DETENTION VAULT PROFILES THAT DEMONSTRATE THAT THE o POWER/UTUTY POLE 80111001 40 VAULT WILL BE LOCATED ENTIRELY UNDERGROUND. GUY WIRE 4. A NOTE SHALL BE RECORDED ON THE FACE OF THE PLAT THAT EXECUTES A SHARED ASPHALT CONCRETE MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIOUTES FOR IMPROVEMENTS IN TRACT 'A'. BOTH LOTS I AND 2 SHALL HAVE VEHICLE ACCESS FROM THE NEW ASPHALT OVERLAY SHARED DRIVEWAY TURNAROUND. THIS CONDITION SHALL BE RECORDED ON THE FACE OF THE FINAL PLAT. IN ADDITION, NO PARKING SHALL BE PERMITTED WTHIN THE TURNAROUND ACCESS EASEMENT. CEMENT CONCRETE THE APPLICANT SHALL INSTALL ONE NO PARKING' ON EACH SIDE OF THE PAVEMENT WITHIN THE TURNAROUND, PRIOR TO SHORT PLAT RECORDING. SAWCUT LINE 5. THE APPLICANT SHALL OTHER DEMONSTRATE COMPLIANCE WIN THE MAXIMUM RETAINING WALL CO TREES O HEIGHT REQUIREMENTS FOR THE R-8 ZONE OR SUBMIT A REQUEST FOR RETAINING WALL TOP OF WALL ELEVATION TW405.00 MODIFICATION, FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO BOTTOM OF WALL ELEVATION BW404.00 CIVIL CONSTRUCTION PERMIT ISSUANCE. 6. THAT PROJECT CONSTRUCTION SHALL COMPLY WTH THE RECOMMENDATIONS FOUND IN THE DETENTION VAULT PERMIT NOTE GEOTECHNICAL ENGINEERING REPORT COMPLETED BY EARTH SOLUTIONS NW, INC. (DATED SEPTEMBER A SEPARATE BUILDING PERMIT (B21001059) SHALL BE ISSUED PROPOSED 15' PRIVATE 28, 2018) FOR THE SUBDIVISION. AND OBTAINED PRIOR TO DETENTION VAULT CONSTRUCTION. STORM DRAINAGE 7 THE APPLICANT SHALL REVISE THE PROPOSAL TO INCLUDE THE STORMWATER DETENTON VAULT OWNER/CONTRACTOR SHALL COMPLY WITH All BUILDING PERMIT EASEMENTWITHIN A DEDICATED TRACT. COMPLIANCE WITH THIS REQUIREMENT SHALL BE DEMONSTRATED AT THE CONDITIONS INCLUDING, BUT LIMITED GEOlECI1NICAL, TIME OF DIAL CONSTRUCTION PERMIT APPLICATION. APPLICANT, AND STRUCTURALL REQUIREMENTS. . SHEET INDEX SPECIAL INSPECTION NOTE C7 COVER SHEET OWNER/CONTRACTOR SHALL COMPLETE AND SUBMIT A 'SPECIAL C2 EXISTING CONDITIONS • TOPOGRAPHY PLAN INSPECTION FORM' TO THE CITY OF RENTON FOR AUTHORIZATION C3 HORIZONTAL CONTROL PLAN OF SPECIAL INSPECTION ACTIMTIES. C4 T.E.S.C. PLAN GEOTECHNICAL NOTE PROPOSED BUILDING C5 T.E.S.C. NOTES AND DETAILS SETBACK LINE (TYP) C5 NE 7TH PLACE STORM MAIN EXTENSION PLAN S PROFILE OWNER/CONTRACTOR SHALL COMPLY WTH ALL GEOTECHNICAL C7 PRIVATE ACCESS TRACT 'A' PLAN A PROFILE RECOMMENDATIONS PROVIDED WTHIN THE GEOTECHNICAL ENGINEERING CB NE 7TH STREET PLAN S PROFILE STUDY PREPARED SEPTEMBER 28, 2018 AND THE DETENTION VAULT EXISTING PROPERTY CB STORMWATER DETENTION VAULT PLAN A SECTIONS DESIGN RECOMMENDATIONS PREPARED DULY 16, 2020. LINE (TYP) CIO WATER QUALITY STORMFILTER DETAIL C71 C12 WATER MAIN EXTENSION AND SIDE SEWER PLAN FINAL GRADING PLAN R-41360E C13 SITE DIMENSIONING PLAN C14 C15 TREE RETENTION PLAN CITY OF RENTON STANDARD PLANS IN COMPLIANCE WITH CITY OF RENTON STANDARDS ` C16 CITY OF RENTON STANDARD PLANS x=s__. -:, C17 CITY OF RENTON STANDARD PLANS C18 CITY OF RENTON STANDARD PLANS CIS CITY OF RENTON STANDARD PLANS _ _ _ C20 CITY OF RENTON STANDARD PLANS PROPOSED ODDER DESIGNED- L1 LANDSCAPE PLANTING PLAN RETAINING WALL SEE SHEET L2 LANDSCAPE NOTES A DETAILS C12 FOR WALL DEVATONS ­rm WI HAD I SCALE 1'=20' NO OF RENTON REDUNE COMMENTS ENO 10 JD 2 MI IDro OF RENTON REDONE COMMENTS ENO 8 8 20 a—� DATUM coo REVISION BY DATE APPR �•'A°'�a' vCITY OF RENTON Planning/Building/Public Works Dept. 7TH STREET SHORT PLAT CES NW JOB NO. 17234 COVER SHEET O I� O DO O O 0 N to 00 O O O O Q J Q CC O F- LU LL PI IE 400.23 CW CHANNEL, CID co y 8" PVC S. & 6" PVC N. _ Y —R/W- 41' N 7 C0 C. DRIVES CL O ——." .—W R W MONUMENT IN CASE OLLF� CCURi~ BRASS PIN IN CONIC. / DOWN 0.5' a. -tii1 S88'48'49"E 128.64'(C)112&74'(R1) CA r w \ \ a-c&fir=== �=1=Lec F--------- ---- M ---_- - CONIC. SIDEWALK - 0 T �1(�AA LSEB 83 W Tom, � I I = 1 T LOr eo1110130 kw I -----4-- 26' PUBLIC WATER, SEWER. AND PRIVATE ACCESS AND I UTILITY EASEMENT PER K.C. REF/ 20140924000105 AND 20140924000106. m � I m ZLOT 2 801110131 r ;moo m m PIP .a m I m m 12 I I I LOT 3 801110132 RIM 397.46 E 39515 12" PVC S. / �NE 6TH CTeIL- I 1 —SD 5 i 1 RIM 397.31 IF 39C76 12" PVC N. IE 392.62 124 ADS W. IE 393.45 6' PVC S. I MONUMENT IN CASE BRASS PIN IN CONC. DOWN 0.5' - - _- CAVIL EAVGG/NfF6ffA G 6 8/h9YEYhVG 429 - 29TH Si NE, SUITE D PH: (253) 848-4282 PUYALLUP. WA 90372 ceeerviceeBceeowinacom 391.48 CTR CHANNEL, PVC N. W & E LOT 4 801110133 4/26/2021 IF 407.34 CM CHANNEL, 6" PVC NW. & 8" PVC E. Ic, omvE-� W _ o LED CURB \ NE 7TH ST. ----------- \ I - �- \ /�-�---------� x \ / �0 L .. ME 20" MAPLE �7F pR 16' IR I NCO'10'39"W z \ ` IR a I \ 46 FIR moo, PLANTER \ III 1 I 2" IRON PIPE 'd \ lg32 I I 0.2' S. & 0.3' E a II f 01� II P I I toll I I MM � oil 11 I I nousE 4 1 I I I \ I I L------p y�•JJ I I I I II� I r-- I HOUSE J I I - \ I 11 13�i GARAGE \ I I I 4 \ 1 8011100135 4 11 I\ \ \ \ 1 8011100140 I \ \\ 1 IN \ I \\ \ \\\ I J 1 \ 1 SETffiff \ 1 \ s o \ 1 \ 3 1 \ \ z o g a I \ \ \ N88S1'O3"W 9S9Y \ - 5' CHAINLINK \ , -L, � 1 396 eomoot 37 k�yA\� 15 PRIVATE STORM DRAINAGE EASEMENT ^ \ �+ I RECORDING NO. 20210226002594 CALL 48 HOURS BEFORE YOU DIG 2 REWSED PER CITY OF RENTON IDIAL 811 1 REMSED PER CITY OF RENTON REDLIN. NO. REVISION LEGEND 30' 1 19 FOUND MONUMENT (AS NOTED) O FOUND CORNER (AS NOTED) (R-1) REFERENCE SURVEY (M) MEASURED DISTANCE (C) CALCULATED C&G CURB & CUTTER a SIGN HIM WATER METER D4 WATER VALVE IQ FIRE HYDRANT 8 UTILITY POLE O POWER POLE WITH LIGHT =1 MAILBOX GAS VALVE ® SANITARY SEWER MANHOLE ❑ STORM CATCH BASIN ODECIDUOUS TREE EVERGREEN TREE —�—�— FENCE (AS NOTED) EDGE OF PAVEMENT CONCRETE 000000 ROCK WALL —SD— STORM DRAIN LINE —SS— SANITARY SEWER LINE — P — OVERHEAD POWER 1D m 3110 In 2c R IN CASE IN CONC. - — 30' Ji MONUMENTIN CASE 9999"'' BRASS PIN IN CONE. DOWN 0.9' \ \ � i 0 1 1 1 1 z 1 1 \ V I \ \ o v I \ \ \ NW1U'03"W 95`97- \ - 5' CHI � T J96 60,tt00137 1 inch 20 feet t<i L� ' 15' PRIVATE STORM DRAINAGE EASEMENT RECORDING NO. 20210226002594 GARAGE t' 0416000005 \394 PM a- HOUSE n ��\ • ARBORVITAE �39�CONIC, ORWE \ � � As / 15 PRIVATE STORM DRAINAGE PATFF EASEMENT RECORDING NO. 20210226002594 LEGAL DESCRIPTION (PER STATUTORY WARRANTY DEED FILED UNDER RECORDING NUMBER 20180124000592). LOT 13, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCDRDING TO THE PLAT THEREOF RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON: EXCEPT THE SOUTH 10 FEET THEREOF: (ALSO KNOWN AS LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. 015-79 RECORDED UNDER RECORDING NUMBER 9409121148) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARING NAD 83-2011 (EPOCH 2O10.00). WASHINGTON STATE PLANE, NORTH ZONE, (PER THE WASHINGTON STATE REFERENCE NETWORK). VERTICAL DATUM NAVD88 (PER THE WASHINGTON STATE REFERENCE NETWORK). CEP SCALE 1 -20•^w ., END ENO 10 30 20 °tlme ENo ENO 8 18 20� DATUM soo m K BY DATE APPR ' 'IX01eN'Y / / I -100�'�J �cRAVELI� GRAVEL RM� SURVEY NOTES METHODS & EQUIPMENT THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDEUNES OF THE *SURVEY RECORDING ACT", CHAPTER 58.09 RCW AND 332.130 WAD METHOD: FIELD TRAVERSE AND CPS OBSERVATIONS IN AUGUST, 2010. EQUIPMENT USED: FOCUS 30 TOTAL STATION AND TRIMBLE R8 GPS. ALL INSTRUMENTS UTILIZED DURING THE COURSE OF THIS SURVEY ARE MAINTAINED IN CONFORMANCE WTH MANUFACTURERS SPECIFICATIONS. CONTOUR INTERVAL 2 FOOL REFERENCES (R1) THE PLAT OF STEWARTS HIGHLAND ACRE TRACTS RECORDED IN VOLUME 43 OF PLATS, PAGE 17. (I LOT LINE ADJUSTMENT FILED UNDER RECORDING NUMBER 9409121148. (R3) CITY OF RENTON SHORT PLATTED UNDER RECORDING NUMBER 2014D924900004. R-413602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS OCITY OF 7TH STREET SHORT PLAT RENTON CES NW JOB NO.17234 Planning/Building/Public Works Dept. EXISTING CONDITIONS - TOPOGRAPHY SURVEY C2 2 m O h C) C') 0 0 0 CV W LO 00 O E7 0 Q J v 0 0 0 7 Q a O W I— w W U) g O W LLl rr U) MEN 2 SSMH 6MH I I 1 m o to 20 w RIM 40].IS It 40023 CTR CHANNEL. RIM 413.59 6 PVC N CTR CHANNEL, 1 y 8" PVC S. & 6" PVC N. —R W- IE PVC NW. & 8' PVC E. — 1 inch = 20 feet. / �- co C. oRIVEF�'ICONIC DRIVE a WIM W\ CONC. DRIVE W' W=- T--Wo W W •moo N� Nm MONUMENT IN CASE - ROLLED CCURB BRASS PIN IN CONIC. o / / ROED CURB / DOWN US' a s LL 568'48'49"E 128.64'(C) 128.74'(Rt) MONUMENT 1N CASE - --C�CA s > p"'o BRASS PIN IN CONIC. c— \ -S DOWN 0.47- - — o \ \ NE 7TH ST. \ C41G 1 ^--_--_�- _ \ kz-p=---._--__= 1 C&G /. 0 ____ 1ili_� ah-__-_-9129'36"R o�------pgAOP— ,( o NC. PAD 0 c / L�91'29'42 (R) GONG. SIDEWALK `-, {I WM I me w1 20" MAPLE T� p4/ \ TAP REPAIR �]' 'FIR 18 FIR N00'10'39'W /K �(IAP LS 4837 \ FIR 30.00' �p.�} 30' 30' / Tee' III I PLANTER �\ ( Y\ I R I \ 7 IRON PIPE I I \ III i \ iI Z `4172\ i 0.2' S. & 0.3' E. m w 1Ia S `� II I\I I Z LOT 1 r 113 OnII IM 9 801110130 a w y 1 I �I W p I I L a I wll III I I I I 1t1 �Alll I I I I I Z D HOUSE I l II /I II I 1 i I Q I 26' PUBUC WATER, SEWFR, II 1 1 1 L--_—_.� J I I I r AND PRIVATE ACCESS AND UVUTY EASEMENT PER K.C. I 1 III/// REC.# 20140924000105 AND 1 1 II HOUSE 20140924000106. m m Ql LOT 2 801110131 I r °e mmo0 �1 1\ F P o1U y m II w=m c q 1 II _ m GARAGE e 12 \ N iIm \ 1 8011100135 1 1" 14 1= o m 8011100140 I I II 1 \ \ 1 l u I \ MONUMENT IN CASE LOT 3 \ o BRASS PIN IN GONG. 801110132 DOWN 0.9' RIM 95.15 1 II 1 \ \ IE 395.15 12" PVC S. I _ — — p \ NE 6TH CT. g�> w \ \ 1 -- - \ \ \ > s I \I \ \I o 6SMH \ 1 1 CB RIM 398.63 RIM 397.31 IE 391.48 CTR CHANNEL, \ IE 394.76 12" PVC N. 8ft PVC N. W & E w \ 1 1 1 IE 392.62 12" ADS W. IF 393,45 6" PVC S. 1 1 1 \ LOT 4 1 \ \ BO1n0133 \ R-413603 g IN COMPLIANCE WITH CITY OF RENTON STANDARDS MONUMENT IN CASE BRASS PIN IN CONIC. I I \ \ 1 DOWN 0.5 - - L, \ N8851.03"W 95`97' \ Xl 1 5' CHAINLINK I 54.'AW'Arc C/4d AfiWaREFRiVG J SUAYEY/NO 429 - 291H Si. W SATE D PH: (253) 848-4282 PUYALLUP, WA W72 ceeereicea*ceenwinc.eom 4/26/2021 CALL 48 HOURS BEFORE YOU DIG FN DIAL 811 REVISION I BY I DATE I APPR .I SCALE r-zo' °E'er' %DATUM ridTOW601 (!) s K. y ®CITY OF RENTON Planning/Building/Public Works Dept. 7TH STREET SHORT PLAT CES NW JOB NO. 17234 HORIZONTAL CONTROL PLAN 1 Ir CD C) O O 0 N X W H CL -_ R / QD pj I. ° °i'0 C. DHI� 215 a-w W N LAG -� ROLLED CI �% CL 3 W S88'4B'49-E 128.64'(C)128,24'(Rl) _ GA N g--------J,,., - CONC SIDEWnI La _ ---_ -- - _RAW Gn6'/ RCP:. O L Is I L-- � I w Pm 11J w LOT I Ir 801110130 m lIt = Z k m 4 PROPOSED BIDDER DESIGNED RETAINING WALL SEE SHEET CII FOR WALL ELEVATIONS 1 26' PUBLIC WATER, SEWER, AND PRIVATE ACCESS AND UTILITY EASEMENT PER K.C. REC.y 20140924000105 AND n 7YII 20140924000106 I II LOT 2 4 801110131 INSTALL SILT FENCE PER h' C.O.R. STD. PLAN 214.00 (TYP) II I �qy 12 L p LOT II 3 801111110132 I II /I L - _ - - NE 6TH CT. ----so-- -- - - - - STD. PLAN 216.30 (TYP) LOT 4 801110133 CLEARING UNITS (TYR) C.�.'ALS.rAWI C/'/L ENG/NEEA/NCI BSURREY/NCI 428 - 291H Si. NE, 9JIH U PH: (253) 848-4282 PUYALLUP, WA 9BJ72 ce9emcee6ceenTrinc.c4m rr--_ WM \ GONG DRIVE W W-_-°T-W W- ' (NE 7TH T. RoLLEU ��RB_--- sAwcur LANE (Tw)� = I B A' EXISTING TREES T0� I , BE REMOVID (TYP) I I 91p'bb L o o INSTAL D�ITIW , LOT 1 I II I I I PAD ELEVATION = 410.00 +I wll I I I � I--�llG�//I HOUSE I E1051NG HOI15E � I I TOBE REMOVED L I - LnllTs OF LRHI AND OVERLAY PER GROSS HA AREA V O FIR 2" IkON PIP[ oz' s. & Ds E. uMlTs (TYP) EYISTING ONSITE GRAVEL TO BE REMOVED (TYP) r DOSTING RAIL ROAD TIES TO BE REMOVED (TYP) l i EXSTING GARAGE I \ TO BE REMOVED �1� o A _O -- 1 1 I P1 LOT 2 14 1 PAD ELEVATION = 40T.00 1 8011100140 r DOSTING GRADE I 01 //S' � :1 INSTALL PLASTIC COVERING ANDS/ STRAW WATTLES AS NEEDED PER C.O.R. SM. PLANS 21130 y \ AND 213.40 (T(P) @ LOT 9 3TI G PAD ELEVATION = 40.5.00 1 �3 EXISTING ONSITE FENCING TO BE REMOVED (TT) OO N88'51'03"W 95.9 r' All EXISTNG AND PROPOSED CATCH BASINS SHALL HAVE INLET PROTECTION PER C.O.R. STD. PLAN 216.30 (TYP) i. L013] O - PROPOSED BIDDER DESIGNED RETAINING WALL SEE SHEET CI1 FOR WP1E ELEVATIONS MSTALL SILT FENCE PER C.O.R. liVA STD. PLAN 214.00 (TYP) 041e000005 CALL 48 HOURS BEFORE YOU DIG 2 REWSEOf DIAL 811 1 REVISED NO. THE FOLLOWING D A MnYWG OF GENERAL NOTES I, i m B x 1 tech = 20 feet MAY WALL FLINCORPORATION THE CRMICNMB 9Ep14MCONTROL RISC) PLAN SET. ALL ME GpR3dITHE Lin EMY HOT PEW" TOM" RLOLCI.TIEI➢RIGWrORgX1ER.XEREBYREFEBREDMKMRIUJIr, GMY 9IRIXERJTIRRREVMT MJTE9 V NOi AW V(AWETD ME PRD.ELi. NFYAEVE0. ME N9LIUXi BMLL MT KNOWING NOW EDIT n1E REMAINING WTE9.IF MdIp1ULNOTES ME NEEDED FOR BPEGFK ASPECTS. TNEY 8141E BE ADDED AFTER ME E8C BTNgµp %M' NOTES eEGGRE ANY coXamlJcnaxm DEYELOPNEMAMrvmOCCURS .APPovcomMucnax MEETDp muuaE NEED MwxcrlE cm GREMpI.rEREer XFFERRED i0 AS TIE LRY. ME IFRIGNi, AND THE I➢MNANTB CGMMErpi, T APPI PI IrANY FRANCHISESLsFRANFRANCHISES¢FM(bTW: PINIrXG wnfimxrr(yi9rnrenGPNRNGM(YGfMDAv IFfMnRVIrrMTMY:Txb STORMINATTR(BRAFFNIM FeART, IGnISMOUNTED FOR MEPROJECT . TxEAPPucANT sw+LPRwoEMECITY (MINE aGALL Maxnpmw REPORTS WOODED roEca.aev A9socuneo WITH ME epurRLcrwx sTGRMwATER DENExR GERwr. 9. MEN%PEW SET 91VLLWRICEµCEBC0H8MVLTON SEQUENCE DETAILING THE 01&EAEDBTB EPTYi 9NILLBE iOLLpa£UFRpA CCNBTWLTlp1 COLA EXRMENTTOPO6nMOLCr CIEµIFIMORDETTOMGLLL PWLIECi DEC REDVWENEHTB °. TIEBOUNDARIES LFTHE 0.FKW3 LIMITS. SENSITIVE AMONG PAV THEIR BVFFE0.a. AND AREAS OF VEGETATION PRE9ERJAif91AND TREE RETENTION AS FIIESCWBEDM THE PL/JKBI6IWLBEIXFIALV LEIAFF_ATED BY GENCIXGPND PROTEGE%IH ME FEW IN ACCORDANCE WITH APPENDIX DCf ME On( OF REMTOX WRFACE WniE0.0E6KN WNVa11PFbiLN 6WLNI PPoOfl ttI TIESTPRICF COHSMVLRCN. WRIm TXE CGN6MVLTILN PFRICO. HOp61lgMNLE wJSTnucnarl�W `fl`n` sww eE PEWArn,O. ME RFKIW LWrta awu aBM4xRNwD n MEAroLlcwrreac wRRW%R cDRMFGmwroHOR a. BimE.Iff000N8TRVLTMX FNIRµCEs6WLLaE INBTKLEDATMEBEGINNINCKCGiBTWCipNµDlMwrNNED FRYMEDUMTICx CFMEPWJECT. I. WASHOUT FROM APPLICANT DRAINAGE SYSTEM TIES CRN:RER:X4CXB SMALL BE PEAFRCIEOEFFSREMIN DOMINATED CONCRETE WKXOVFIAEK ONLY ,p0NOT WA9X OUT COMPOSITE TIMERS ONTO THE GROIM.OXIOSTORYCRISIS ORMEN DRLMEB. b1ARE DUMPING CL E%LESS LONCPFIE SIMLLONLY OCCUR NDESIGNATED CONCRETE WASHOUTAREAS. 1. ALL REouIREO END MPS SXMl BE cGIs1XUETED AND In oFEMTrox Fypi TO UND uFAR NO axONR CONSTRUCTION TO RIEKNr TRKBPCxisnpY OF SEDIMENT n19LI1EALE WATE0.pU8MGE SYSTEM AND PANEEMPRWERiIFB /iLEND BROKE SMALL HE MVMNF8i0 W A SATISFACTORY LR,i%iION UNTIL SUCH TIME THAT CLEARING µDYM CONSTRUCTION R cpP%ErE µ0 FORMNL FOR g48UE EROSION IN9 PASSED ALL END BIN3 BMLL BE RBAOL4D µTNT CIXJ6TWCTgX 19 COMPLETED AND ME SRE IW BEEN STAMPEDED TO FN3UPE PoTENTUL Fpi0M81TE ERL6%)X WF9 NOT MT. THE WREIFXTPnpI. N4MFNµEE. REPLACEMENT. EF W NICEMENL, AND 0.E WJAL OF E8C BMPS SMALL E ME RFSPoN6YLIF V OF THE FNIEWaLS dLLIWIO PRODUCTS MAY HAVE THE POTENTIAL TO POLLUTE RUNOFF SNW18E UFDOHFOCS PROPERTY R ME ESCBWSLENCIED CN Ttl9 pU1NNGARE MEWEDiOBE MXIWNREOUIIEMEM1SiOMEEI.WTIGPATE09RE CGIDnIOX9. aS CpISTI1ULTlpJ PROCAF59E3 µ0 LW EXPECTED OR SFA80NK CONORNx18 pciAlE. TILE FRi ICµi BIIILL µ11E W ATE 11NT NLOE ESL BMP6 MLL BE NECESSARY i0 ENS V IE CgAETEBLrMXW ERJr(WLpITIF %iLPo$EO SITE. WRWGMECWRSE R CCNSMUETICH. nsW3LBE nlEaeLIWTIIXJ MIU RESPLNSIpunoF ME AIVLIcµi TOAWRG6ANY' NGW CONDITIONS THAT MAY BE C0.GT®eV TI6 aCTINTEsAMID TO AmNCE MIXFIONK SIC FMM. OJ6RAW ABOVE WNIWAI REQUIREMENTS. AS MAY BE IEEDFD. ITT PROTECT ANACEHi WLM0.nE9AM WATFROLLOLRV OF THE RECEINNG . 10. IPPRP/P1K MIS PLAN 16 FOR EfiE W LV. IT DOES HOT Gpi6TTlIEµ APPROVAL CFSTORM pUINPGE LfS'GN, SVENpi LOGLnp1 Cr RPE6. KSTWCigi6. LWWNELS, OR 3ipiNWATER FACILI . 11. ANY DEwPMRxJc srsrfAl NECESSARY FOR THE conSTRUM WxoisioRMwnreRGncxm9s6wxLeE sueWn6o TOME CRY FOR REwEw KD AFvpwAE. 12 µV AREAS OFE%Po9EOw13.INLLUpNG ROPLIVAV EMBAWMENi6. LML WILNOT BE pBNRBEO FOR TWO DAYS DURING ME ART BELSON(OOTOBERIBT THROUGH Me- SPIN) OR SEVEN DAYS W WN6 THE DRV SEASON (MAY 131THROUGH SEPTFABERbT11SHALL BE IMMEDIATELY STA911IIED WITH THE MPR0.ED ESC CWERMETHODS 1E G, SEmNIG, MULCHING, PUSiIC COVERING ETC.I IN CR1fCRMINCE WITH a1WExUIN DOEME REMW SWIX,1. 13. WET 9FAEONFBLREQUIREMENTS APPLY TO ALL fAHBLRUoiICN 6RE6BEMAIN OETCBER 15t µOARlIL 90TX.UNLESS 0MERW5EAe%iGYFDBY ME WY. H.ANY AREA M1EmM4AGENT gMLE9CMEKUliE3. NOT TERMING IMMECNIE PTiENFION, 9NN.LBE PLgiE45® WRXIN SE4£Nj11 DLY8. SME .WSPPCMAE OR Tp1µO MLENAWE 9MLL�LU;IM FqH Ep1EXTLK0.%UFROBV TIE CI WCEPMVIJIXW WRXXbHOURS FCLGRAIN LDVYM'4STORM EVENT, IB. BE FORE WMRNLENENi OF MY pWMRVGigHKTIWIV, GTGMMGX W6ER5 PER THE MY STANDARD MN 218 RBXALL BE FRwIVm FptALLBTpW KEA D3NNSLOPENU LMIXW YOFEET OF A pBNRµO MCc1ATIiWTICN µFA, WM1f961XE RUNOFF THAT ENDS RSTHE BE BY WILL BE LIXNEYEO IOASEDIMENT F'Mp ORTRAP .AM. CATCH BP9M WYM6 SMALLBE FEWCOIULLV IX3PECFEDAND RE%ACED AS NECESSARY TO EN9UREFMIT FUXCTpIW3 coxpnax J . AT NO iWESMLL SEGMENT IIM ACCUUW TIENCEEDL6GFTHE EMKIT S GTLX BASIN SUMP. AU. LATGI BARNS AND CMYEVNKELINES 91W1µ CLEANEDPRIgL TO PaNHD. TIECLF.LIMGOPEMTR.YI3NLLLNOi FLV8x 3EOIMEMiAOFN WATEp WTOINEMWNSTiFAM SYBIFM. N FACIHr LaurKW OMEGAS wTe4waaar 6ETTIXceF.Nn sXeuee MCP�Neowrtx rxexereAxNL.e%eNKwxpaxalL e. MWI OEWAiE 9ipiI.GECµACRV.RT1ElF1XPOMRV FauurvlsrouL16N1F1r FUNLTIdJKKINFILTRATION SYSTEM IN rts PERMANENT STATE. THE TEMPORARY iACILRY SHALL BE WUpI GRADED SO THAT THE BOTTOM AND SIDES ARE PTLEABTTHREE FEET REMOVE ME FINAL MASS OFME PERMANENT FACILITY IS XE `yS)CONiNMNGFAUTN0910x4NAlER FPCIVTIE6GR pa9RE BNP61aPEWEU3pL6, e101¢rFNnW.pER4EA0.E vwLtNEnT, ETC 181NLLBE CLFMLV iEKKED NIO PRDTECIEDLLSINO E9C BW8i0AVDIDµpMEMATlp1 µp cGMPALrgn WPoXGCCNSifl11CTlG1. 18. %tCNNME BEGINMXGCF MEKFTSEASON(OCICBER 15T1. KL DISTLRBED OAFAS SXMLBE INSPFLIEO LO NFNFIFV VMCN dESSXVI µ30LCEDp1 µEOEOIN PREPMAnpI FpLMFMMIEP RAN9. OI8NRBFDµEA99XALL BE SOLOED R19EELE0 WnNW Oµ WEEx OFTXE µOINWO[f TIE WET SFASIXI. AN EM1181i OF THOSE AfEA910µ 9COOE0 OR SµCfDAND MORE AREAS i0 REM" ITCOYFAE091MLL BE SUBMIrrEDiOMECITY FGLµVEW ]I. %fCR TO FINLL CpI4MLC]NIIALCEPIMCE, TIE FTOJECT81rE 91W1 BE SLASILNEO TOME\Bir SEpWMUDEx WATER FROM LFPNW THE PROJECT WE. OODE ITH- CID 'd ROLXEPoES µE CCNEIOERED iDµ A6ETICD64WK6rABElUTKW FlA ER091pI CCx1ROl.RR:%EPoE841WLNOlµ WISMIILIIDTOSERVEA4 ROAD RICGMSGF WAY SHALL BEINACEpiRWICE WRX T4IMEPHA0.VlgF�1 IH�M.0 ODIMEMTICRV SfµOPRO6. ROG(91FSGRSIDEK PUBLIC WORKS EROSION AND SEDIMENT CONTROL DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 I WALL A39h 801110013] 18 _ _ PROPOSED BIDDER DESIGNED RETAINING \� � SEE SHEET CI1 FOR WALL ELEVATIONS n\\ eaRacL INSTALL SILT PRICE PER C.O.R. w,\ � SM. RAH 214.00 (TYP) f\ Tg � 0ma0o0ODs �394�PM _ Y. A IlOus � a �392Y CONE DRWL/�Jt,� / ASPjIALL \\ i° 7,����lC PA1FH , � J91 _ o \ SAMCUT INF/� -�-T (rm) GRAVEL REVISION 10 40 BY DATE APPR ALL EXISTING AND PROPOSED CATCH BASINS SHALL HAVE INLET PROTECTION PER C.O.R. /PIS STD. PLAN 216.30 (TYP) Yn SCALE r-zo' "°mtX1 v%W' O CITY OF � RENTON I N Dm]I DATUM Planning/Building/Public Works Dept. EXTiNI WE�W R-413604 O 0 O 0 N Ln 0 O O Q J Q O r. 1 INCOMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING IL Nathan Hardens 05/25/2021 O cl: Cn PARUP , w 7TH STREET SHORT PLAT 10/30/2020 � CES NW JOB NO. 17234 R0^0°W"N A � N A C/) RMHa T.E.S.C. PLAN C4 2 .EEx a °"20 r� Nw �m Y� u 1 W F Q J IL cc O w Mw it r^ V/ BILLS OIL ELI FETMW mm YDWOM Yr.II r.aR.Ew.:.dwa •.DWG E,.x•.,,E•,..P, www.v Gvwse Mvi BI MEET BUSH DELETE 160MlTIIIC VIEW NMl4 3. mx,�ECIWB MUM TOMOrECFMnpWxlKT9nDS THE STUDENT YBxnuIEOrvE'hCiO,YOEENrVpgalPM .. auEMeawFNEEPoEwraamrrar•GrwiWrEnainunEu nwuNxrcE. • MG Wa DwE WVE,eixr.wrW»Fiox rerrceiENr¢rmlP.r ewu•i. • THE HrereFNmxwvrozwuoiM MD WMDDrae E(S¢zEne)WTED ,. xwDMr WE,erwr¢i.,eea•ur, w,MnxWi••craK.DawrweE ANY SUPPOSE MEuwErw raMH•wTSW.E.E¢GWDa xa.E�„rEu,runrEY. OaMewn¢STD. PWN-=163U PUBLIC INCHES CATCX BASIN INSERT 9/26/2016 DEPARTMENT GAZ rm.ie Fonu .vEEWreza uFvueoi'mE � WnEz ^.D¢ 6`° E nEE DwruwnwroMwuE � VABOODITION STAKE -- COMMENTS eEDPE I NOT F ND Y� MWevau NUnW aeia u.auww'¢FABai:wv:`inwi.,niE.: eEunEEs,.wW.ED. 144 ,a.m.m. H,CCWreE u: wEwDGxDvaN N,aixxo EEms.,FWmEerwrrMPuu.umewwn..uw.w...nnN.,wwawuoenwee.w,mEr. E Cfni,xOE•fxGMXeIEOK.rCW THU z4TwuezY''wu'w".neEwAicwa°G",.E"""aaPEarm°nawm,°En.11pMoiz�Y°roes �iE:wP'•`..wwu`.omuwm�wnwa.ozEe. __ ,Wwv:O.�...auEE.wEn.M Mwx•.,MED.Eweo ro.DEm.DF•ro,.rr4,a wromaM :. "DuaD¢„ii muawi.:maw,�'."ieoweniwoT. woo Dn`m"iur wDWg01c Hw:inwi•`MuK��reW1°mxioun1°"iin°m.0 aFiroEeisurDFseraW aMenEwavn MNae.eaEme,uD awreu.M•nEPa Me9LIXEMCLMFA rCOE,ra•M NCa6,RK,W.wnMUDi9iw,CEPEMEFN WinFf OMTME,6ED,DiEEi. ,7wlparCexlnGu¢uewx,k�vo�M YMew�imE Iu4 +�annai,err`�'wmnin:w:s,va acm: wiuwamuM`..a:u raw rw`w�°iuvoze°PLi+eDFmn,uH v: N.vE MDunW Dm.eNM�DxM wMDFMw,Mn,u,Wzro>iWrw rcrianua Fwmwm.o.EMw,me. Wax e W W a D•aG.a�wD �aD� WNroE �¢Y¢w DMwUNro wo„ SHE LUE ¢D �W.«w¢ ¢.,a: wE.MDaMEw aMaWaww OoM SIDDVIANW113A0xesswn DEPAIRTMENT PUBTCWCRKS STRAW WATTLES GA 9/18/1018 1 V.'ES. l W I/ , .c CIVIL EN491111 /NG if SURYEY/NG 429 - 29M ST. NE, SMITE D PH: (253) 848-4282 PUYALLUP, WA B8372 De•erAce•®ce•UTriDc.cem nmeOYCRWS�tlPua: �ILI w,Y•EIw.NP,w LEASE 0, Ile MUST TO ASTUAoSTEDN OF THE e•rmrBITEMIN NpwwNr nu,rcFcwWEc[r MP ia®,r.i•iWreD Wx•NP• ..Duww N Orell .MTED<.• :,�� �P:�M:��° �,EG,..�DwEENEGan,wNaKnaE�wm,,.,aEwDaw•EDEGD,aDM. 1 ENIRUIfE.efuE�of�oawfn,6b•BNw GE 6tln HiuEviEwMYwMrOxEEaKiuE�vC44vNawfnMlmema 21 zi p]NM19GCpgKO[pV[61C[pGf.tll[xGM[NMIXitA ¢NYFRUC,Ia WrIKEWrM.W IGGiRG MGGGGWgF,9 Wa9Grx ]uEt AKc0 WE0MwP9 WYY Rd,INIEDFMMCCWIFu MMWMiYPDwexxFnGnM,MU W,iueEHFCq RPywFM xYm IF THE SEEMED. wiRGr9 NTFRWN�7�KED�TOPA�WMW r9xEWm NMi Ww.V IECWOPAv NT. Do ,raw°a°MsvE:T io P°��w eT:.'i�rn :�seXnsw".°o wFF'MEa,STREET IW"FCn�� •EwxMwEnue wcouvrr.Duwmwum..w.aww.,E.uus.sEawPEn acn Dx,D�artuo N BE ST ErenwwaumFDM•n•.TPDwnoM•MW Mew,WenaE w.eE•rEE�.e.FDGw.EeE w•ru.mroeanwE wn OD erx STD. PLW-255.10 PUBLICWORKSSTABILIZED CONSTRUCTION ENTRANCE �R DEPARTMENT Gi12 9/28/3018 IELI ,rwm W,x G¢D rw WawDlr e,mc,xys,u mn Wn Wnn -W GIUH TxYwD•FE•aj CALL 48 HOURS BEFORE YOU DIG DIAL 811 4/26/2021 D.Mr.. aa ,r GaEvuarr m m,w rNui Toiwra in— P��..rex"c —4 HE ,awce. ErNE _-I oil, 4wNN I I rorrnmc"v'iu`Neu® I I '""��� I I� L.l �z,Gwa•.H.,...EaFE«�A.a•aE¢�r...,„. � ro.r NOlBG gvwE aEFi�mFii�inu TMw a s [ roigiix�mxiF�m �, rsmrxrtwxuwrsawswwvPaw. un maxnu,EO , OFM WMFKFIIRCi/!L WLTGMM9uNrN,vNVrlra e2 �FI➢rRVK w'.[w�,e�,elMtl�nWE. MNexnevawa¢®tFORaFuw WYeeuaF� 4, s,�yUSE PUBLIC M Pt¢T.N,BEbYNM•JiiYEMGEYMMGET I0K6 FNIECfwlL0.YOM0 L. iIrERFM9C FENLEBBIWLNIMI'NIEOHpq UMWRBYMEIPFA rt�EtlEwPnauxpe•e MaHI,E,Ka ii' 'iw.arm:Tioa �w�et �mirn wirivaFnEFv mM� TN �EFieoumanareoro,emMemmwan �cwerw xx.Mn OfT0. PIAN-SlWAO DEPARTMENTS SILT FENCE G(Z 9/28/201e I AT YM IF BL�y LIE LET DATE CEP IOOOIfII WD 1®,/INI scALE r=zo' iXp 2 REVISED PER CITY OF RENTON REDONE COMMENTS ENO 10 20 °MW' ENp 1 REVISED PER CITY OF RENTON REDONE COMMENTS ENO 8 18 O �—I DATUM FHB r we DN Ha N0. REVISION BY' DATE APPR mN NESTLE CITY OF RENTON Hx•WDnrP.r I; F; �I NOTES: i. D¢vnmaur , IWSUMRNI[<TF W W➢nLLBGC(f•xUBMCW�EEa,ES9 BE FEnw•. rnTne i6 OND�w.6B'�a�6��KKR�; �OnNf SarN1E VA1EC,xM9WlZws,NYED,,,R,a Waiw• O� ST0.PW1-1113U PUelrc woRRs DEPARTMENT PLASTIC COVERING GAZ 9/2e1 I Planning/Building/Public Works Dept. THE FOLLOWING CONSTRUCTION SEQUENCE TIMING IS BASED UPON AN ESRMATE OF ACRWTIES: • ARRANGE AND ATTEND PRECONSTRUCDON MEETING DAY 1 IS FLAG AND FENCE CLEARING UNITS DAY 2-5 • INSTALL FILTER FABRIC FENCE DAY 6 • INSTALL CONSTRUCTION ENTRANCE DAY 7 • PRESERVE AND PROTECT ALL WETLANDS AND BUFFERS DAY 8-9 • INSTALL EROSION CONTROL MEASURES DAY 9-10 • CLEAR AND GRADE SITE DAY 11-31 • CONSTRUCT STORM FApURES DAY 31-51 • INSTALL SEWER, WATER, AND DRY UTILITIES DAY 51-61 • INSTAll. CATCH BASINS AND CONVEYANCE PIPES DAY 81-71 IS CONSTRUCT ROOF AND YARD DRAINS DAY 61-71 IS INSTALL CONCRETE CURB DAY 71-75 • REMOVE CONSTRUCTION ENTRANCE, ASPHALT ROAD DAY 75-80 IS CONSTRUCT SIDEWALK DAY SO-83 • CALL FOR INSPECTIONS DAY 85 IS BEGIN HOME CONSTRUCTION DAY 90 R-413605 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 05/25/2021 7TH STREET SHORT PLAT CES NW JOB NO. 17234 T.E.S.C. DETAILS O O Cr1 O O O N DO O O Q J 410 g cr O 400 S 102LF 1Y 0.1. (CL 52 LLI 0 0.54% SEE SHEET C7 FOR LLJ CONTINUAnON F- 390 N m 7 rF]�7jTAFa A 870.00 SCALL HORL- 1' = 20' VERT 1' = 5' 11 iR C/YK ENG/NEER/AVG & SURVEY/.YG a 429 - 291H ST, NE. SUITE 0 PH: (253) 848-4282 PIYALLU°, WA 98372 ceeenicee0ceenw ne.com 0+40 0+80 1+20 1+60 2+00 2+40 2+80 STORM MAST EXTENSION PROFNE • CBW1 TO CBe7 CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 4/26/2021 1 1 NO. C) T n 7 CB \ \? RIM 374.92 'F IE 372.87 12" CP N. IE 372J9 12" PVC 5. REVISION BY I DATE I APPR m 0 o m BREAK LINE - SEE SHEET C7 FOR CONTINUATION I inch = 20 feet _ _ _ _ T — — — — — — — — io11F 1z" uJ. _ _ _ ERASTING ADE CONTOUR (TYP) (a. 52) 0 0.54a catTQUR (TYP) o I 1 ELF 12' ADS (N-12) 0 167X o 911E 12 ADS or 3 110132 (N-12) 01.435 O n SF - CATCHBASIN S10RMFIL (`') / `Vi06 SiA�.2+TpJpp, RIDGE 4 �£ 0 - TYPE 1 O _`4p5, W Sa1D LOCKING LID O — / Pou4oz.ss r2 - _ - N I STA:2+23.0a 6.50' (L) N - - — - _ RI11=405.73+ V Cli -TYPE 2 48• - 0+40 IE=40245 (le N,W) 0 0 IE=40245 (fi• S) W SOL1D LOCKING UD 7O F It ADS (N-12) O'O.50S - STA-O+%96 0.00' - -_— MM=406.25! — — — — — — -__ -- IE=391.50 (12' ES) ss 1 _ _ _ _ A - ( _ TYPE z 46' IF NECESSARY, FINAL RIM , 5' PRIVATE STORM - WJUS'IMENT-SHMt-BE i ADE I DRAINAGE EASEMENT 25LF 6- ROOF DRAIN W/ SOLID LOCKING uD AS PART aF LOT 3 DPoVEIYAY I - - STUB 0 1.20% STA0+00.00, GOD' CONSTRUCTION AND GRPDING;, ^i I STUB IE=40275 NM=406.153 1 IF 8 NECESSARY. (1Y FINA LOT 3 FINISHED GRADE �i IF JSTMETS ALL RIM 012 1 1 CONTOUR (TYP) 9 ADJUSTMENT SHALL BE MADE TRENCH, PIPE ZONE BEDDING AND I AS PART OF LOT 3 DRIVEWAY U) COMPACTION, AND BACKFlLL PER I a CONSTRUCTION AND GRADING 00 PROPOSED BIDDER DESIGNED u : CITY STD. PLAN 220.00 AND 220.20 11 O 31D110133 FILL RETAINING WALL g 17 F 12' ADS I C) (N-12) 0 0.59% L - 4 Q W SOUD LOCKING LID1 I ✓r\ ✓�\ STk1+3845, 0.05 688'51'03-W 9 97' J RIM=405.501 1 _ IE=391.15 (I2' N,E) INSTALL PER CITY STD. PLAN i- T —20LOO-ANB-2B4.30-(TYP) — - INSTALLITp1 SLEEVE UNDER POSTING AND C8 - TYPE 2 48" \ PROPOSED RETAINING WALLS FOR 1Y STORM W SOLID LUCKING LID \ STA 1+55.72 QOD' PIPE. EXTEND S (MN) BEYOND WALL BOTH SIDES \ RIM=405.50E STORM PIPE CENTERLINE IE=391.D5 (127 SE) EQUALS CONSTRUCTION x '\ ALIGNMENT (TYP) 0418000005 ;W)211E 12' ADS (N-12) 0 4.295 ,. ��: �\ G' V IE) C8 - TYPE 1 a\- 15' PRIVATE STORM DRAINAGE EASEMENT O Nth W/ Sa1D LOCKING LID \ RECORDING NO. 20210226002594 O STk1+76.46, OX i \ OVER PARCELS 8011100137 AND O RIM=394.50k 0 0418DDD005 IE=39515 (tY N,SE) INSTALL PER CITY SID. PLAN ` \ Reoav_ a \5i rAE F Rr 2000D, 204.00 AND 204.10 (TYP) \ .. _ 'I RESTORE OR BETTER LANDSCAPE TO �^' \ / - = � � va°r�r,3T- EXISTING at BETIFR CONDITION L AFTER CONSTRUCTION CB - TYPE 2 48 W STUD LOCKING LID STAy 2+45.88, ROD' / i y �— RIIA=391.00f IE=384.50 (129 NW,SE� NEAT SANCIIT �� ,., Cr+nvEL\ LINE (TYP) Q�, ,3 PATCH BRAVEPER CITY 5 ,9 S SM. PLAN 1110 CB - TYPE 2 48' W SOLID LOCKING UD M STA2+93.71, 0.00' NM=38S49.+ EX IE=380.45+ (if SW) IX IE=38D.613 (1Y NE) „ NEW IE (12NW) INSTALL PER CITY STD. PLAN 25.00 AND 204.50 (TYPT / EXISTING 12" STORM LINE / RIM 375.22 IE E 373.38787 6" CP Ss. SDMH RIM 374.75 IE 37t36 12" PVC N. IE 371 05 6" CP NE IE 370.97 12" CP E. CONSTRUCTION NOTE IE 367.70 18" CP SW, PRIOR TO STORM MAIN EXTENSION, CONTRACTOR SHALL CONFIRM E%ISDNG AND PROPOSED INVERT ELEVATIONS AT PROPOSED CONNECTION POINT. IF CONFLICT EXISTS, CONTACT PROJECT ENGINEER FOR POSSIBLE DESIGN CHANGES. IrP `"D RENTON scALE 1 =zo CITY OF ,we. FEW �� DATUM � o:,M Planning/Building/Public Works Dept. FBB IN COMPLIANCE WITH CITY OF RENTO Ov STANDARDS Q SURFACE WATER UTILITY DEVELOPMENT ENGINEERING O jfarah 05/25/2021 Nathan Janders 05/25/2021 oC O Lu I1J 7TH STREET SHORT PLAT i6/300/202o Lu CES NW JOB NO. 17234 Mile N A Cn NE 7TH PLACE STORM MAIN EXTENSION C6 2 PLAN &PROFILE mw B 0e20 n co a N rL 11 Ii I _ i SEE SHEET OIL FOR CB TYPE 2 48• WATER MAIN EXTENSION W SOLD LOCKIND UD ' CONSTRUCTION INFORMATION 1 STA:1+31,55, 6.50 Q.) PoM=40854+_...1� SEE SHEET C8 FOR NE 71H ST. PRIVATE ACCESS -TRACT -A' PLAN AND PROFILE - CONSTRUCTION FORMATI 8'- LANDSCAPE BUFFER - — -- E } W o s Its •. I t0 II 0+40 0+80- 1+20 V \ L 3 410... RD (� IF PROPOSED ALIGNMENT EQUALS A i WEDGE CURB ROMINE 17 W aLV �1 III a0 LOT ,III I PAD ELEVATION = 410.01) I N PROPOSED STORMWAIER DETENTION II 4.;• VAULT. SEE SHEET C9 FOR ...CONSTRUCTION — f INFORMATION h-.ICI\.g i 7TH ST. CURB AND GUTTER FLOWUNE PA STAG+I6.00, 0.00' PM ELEV.--411.89 NE 7TH ST. RIGHT OF WAY CENTERUNE STA:0+DOoO, 0.00' 415 ELEV =412.20+ STA:-0+17.58+, 18.00' (L) CONNECT TO EXISTING 8" WATER MAIN. SEE SHEET Ct. e. ,,.., LDE 395 DATUM( 1SZEV 390.00 WALL HORZ: r = 20' s PERT: 11 = 5' O+DO CB 0 - TYPE 1 W SOLID LOCKING UD STA2+23.00, 6.50' (L) RIM=4D5.73: TRENCH, PIPE ZONE BEDDING AND INSTALL PER CITY STD. RAN COMPACTION. AND BACKRLL PER CITY 200.00, 204.00, AND 2D4.10 STD. PLAN 220.00 AND 220.20 (TYP) CB - TYPE 2 (461 8 - TYPE 2 (Mr) a071100140 W SCUD LOCIUNG LID SOLD LOOKING UD NM=406.153 .1+39 1 00 2:1 (MAX) IE=391.85 (12" N,W) ENSRNG DUDE i INSAPER CITY CONTOUR (IMP)•� CUT SLOPE STD r _ PLAN S00-1079'E 288.75' _ 2DI'00 AND ZD4'50 (TYP) r — ---� —� t0�lF i2 li,l. a. a aux -- -- - NIF 12' ADS (N- 2) 01.43% - -- _ RD-r�-251F 6• ROOF DRAIN 3 1rb0 2+00 2+ .BO I SNB 01.20x 4 SNB IE=40275. / ASPHALT CONCRETE-] 6 L" I I WWEEDG7 SEE �E'CU''RB/� ? LOT 3 RD r_ - - - - - , `r PAD ELEVATION I = 405.00 `l I j 8 I SF/I - CATCHBASIN STORMFILTER l T_ - -1 1 CARTRIDGE (ZPG) STA2+23.00, 0.87' (L) 1 RIM=405.60 rCBJ SEE SHEET ODPROPOSED 15' PRIVATE LOT 2 - ' H'•'j IS' f`I STORM DRAINAGE EASEMENT ' -�. PAD EEEVATON=407.00 �I.I 1 L— T--- ------J i FINISHED DUDE � f. - - - -- CB CONTOUR (TYP) g ICBM 0+ � 1+20 RY SIDE SEWEIR PIERCE PL, NE ca smu"CTICN INFORMATION 26' PUBLIC WATER, SEWER, II L AND PRIVATE ACCESS AND 8011f0A0 801710731 UTILITY EASEMENT PER K.C. 801110132 \ \ II c REC.# 20140924000105 AND C.L.,�S.'NW� WC C/Yd E110151 AFRAYO 6 SURYEYAYO ♦N - 29M ST. NE, SUITE D PH: (253) 848-4202 PUYAIWP, WA 91072 cesemcee®cesnwl c.com PLAN VEW PRIVATE ACCESS TRACT 'A' BACK OF SIDEWALK PROFILE VIEW BEGIN PRIVATE ACCESS DRIVE PA STA:0+29.51, 0.00' SCALE: PM ELEV=412.18 HORIZONTAL 1"=20' VERTICAL 1"=5' CB B -TYPE 2 48' W1 SQUID LOOKING UD STA1+31.55, 6,50' (L) CB - rdM=40854+ W E=401.15 (1Y W,S) STA1+; rFlNISII FOUR GRADE AT WED PM $TA 0+958 0.00_ E=392 FLONUNE (TYP) PVI FLOWINE= .50 3LF 12' ADS IN 12) 01.15x N E=401.00 LJ SORM DETENTION AULT I. INSIDE ENSIONS 401 %TOW A 11'D VAULT = 404.00t VAULT NG = 403.00 TOP OF VE STORAGE = 50 BOTTOM LIVE STORAGE = 392. EDS NG GRACE �1 rFINISHGR E VAULT = 392DO ( ARIES) Ai RO DOE CURB I NE (TYPt I I AT WEDGE FLOWUNE (GYP)VAIN,fie RB IO F e' VC'01.11x room rnm 0+40 19LF 12" OS (N-12) 0 0+80 1+20 (12• (6' 1 CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 6/2021 1 NO. E=392.50 1+60 CURB ROW BLF 1 I - PATr I PROPOSED BIDDER DESIGNED ALL 1 RETAINING WALL. SEE SHEET C12 FOR WALL ELEVATORS I 801110133 PA STA:2+23.DD. 0.00 - TYPE I FLOWUNE=405.60 UD COOLING LIDPA 123.00, 6.50, (L) STA2+30.00, 18.00' (L) 1573E 416 END 6" D.I. WATER MAIN STA:2+30.00, 21.00' (L) L45 (12 N, Lu (6• S) 2" BLOW -OFF ASSEMBLY SEE SHEET CIL AT MIDGE ( ) END PRIVATE ACCESS DRIVE STA2+3280, 0.00' FLOWUNE=405.75 DS 1.e7x - TYPE 2 48" W SOLD LOOKING UD _ - 1.53 PoM=406.15E - --- - r 405 IE=391.85 (127 N,W) NOTE SEE SHEET C6 FOR STORM MAIN EXTENSION CONTINUATION TO NE TrPLACE 2+00 REVISION (L) 2+32.80 70LF 12" ADS (N-12) 0 0.50% 20 0 10 m a 1 \� 1 Inch = 20 }eeL \ \\� PLAN VIEW CALLOUTS I y OI 131E 12• ADS (N-12) o .67% 7y • • 1 � � \ $\ fVG � (� 6LF 1Y ADS (N-12) 01.87x 19LF 12• ADS (N-12) 00.53% OUTLET CONTROL SmucnDE 18" RISER 120 OUTLET PIPE IE=392.50 SEE SHEET C9 FOR CONSTRUCTION INFORMATION 0418000005 12" INLET PIPE IE=401.00 s s i 1ti vA V A \\ yAN \\ O 6" INLET PIPE IE 401.00 \ :\ maj \\ O 15LF 6' ROOF DRAIN STUB 0 11.67% STUB IE=40275 i 15LF 6• ROOF DRAIN STUB 0 11.67% STUB E=10275 CBID f SEE SHEET 06 FOR NE TO! PL \4 \ \ \ O9 SEE SHEET C12 FOR BRANCH RAN AND PROFILE \\ \ TURNAROUND FINISH GRADE j' CONSTRUCRON INFORMATION \\ \ r CONSTRUCTION INFORMATION CONNECT HMA PAVEMENT OF THE 15' PRIVATE STORM DRAINAGE EASEMENT PRIVATE ACCESS R) BACK OF RECORDING N0. 20210226002594 \ \ PROPOSED CONCRETE DRIVEWAY OVER PARCELS 80111OM37 AND \ \ -\-38A ENTRANCE PROVIDE SMOOTH D4180WW5 \', TRANSITION. 11 VAULT 8• PVT: 0 DRAT STUB IFOOTING DRAIN STUB i STUB IE=393.80 2V PRIVATE ACCESS PROPOSED ALIGNMENT EQUALS WEDGE CURB FLOWUNE PRIVATE ACCESS TRACT 'A' SECTION N.T.S. RAISED PORTION TO BE ASPHALT CONCRETE 3o PAVEMENT CUSS B. ,. � PLACED AS A PART OF , (--- 2 THE ROAD PAVEMENT. 3" 2 ASPHALT CONCRETE WEDGE CURB N.T.S. �2" MIN. COMPACTED DEPTH HOT MIX ASPHALT CLASS 1/2 PG 58-22 2" MIN, COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 6" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE CEP SCALE 1•=20' -' O CITY OF a0 RENTON 0TO 10 30 2 """` ENO DATUM 540 8 6 20 a �e 1 Planning/Building/Public Works Dept. BY DATE APPR NP O co O CD 0 0 N W to W O 0 O OT Q J R-413607 IN COMPLIANCE WITH CITY OF RENTON STANDARDS J a SURFACE WATER UTILITY O DEVELOPMENT ENGINEERING jfarah 05/25/2021 Nathan Janders 05/25/2021 O 2 UJ 7TH STREET SHORT PLAT 10/30/2020 � CES NW JOB NO. 17234 F- °' ° N A A c/) PRIVATE ACCESSTRACT'A' C7 F PLAN & PROFILE " 7 '20 17 m o IQ m w I feel. = 20 feat. IE 400.23 CTR CHANNEL, 8" PVC S. & 6" PVC N. I, r C. DRrvE�- - - - u-RoTLEo cruea -- o S88'48'49 E 12&64'KC) o-12874'(RI) G+N) { -C/L C&c \ \1 - -- __-_ ___ _ CONC. SIDEWALK _�-s v 2 _ _ — i NCe L EXISTING PSE POWER POE (POI NEE DRY UIRITY coxsmucna II NOTE THIS SIREEr SHEET v m m LOT I C7 801110130 m r Z m DATUM Eld 390.00 SCALEr HORZ: 1" = 2( VERT: 1' = 5' — IE 40734 CTR CHArvNEL. 6" PVC NW. & 8" PVC E. \ w1A colNcgoalvE -� GONG DRIVE W w-_ _ E%. BwWATEp W _ W- - ROLLED CpR6 NE 1+7TH ST.� 40 0+80 1+1 1 . 1+60 EX_8" SANITARY Y SEWER 2r 2 40 _ 8 EX-EP 4 y 10 5 11_ f7 95 96 . 12 . P 1 V N09"W 30.00,.00' FINISHED GRADE - CONTOUR (TYP) ----EISTNG GRADE 1 0 CONTOUR (TOP) LOT 1 BREAK LINE • SEE SHEET C7 FOR CONTINUATION PLAN VIEW NE 7TH STREET (PUBLICI PROFILE VIEW 430 - - SCALE- H RIZONTAL 1"=M VERTICAL 11=5' PM STA:0+80. 0, 16.00' (R) PM FLOVAJNE=j 10.45 ENO CEMENT CONCRETE CURB TRANSITION CUR3 AUGNMENT GUTTEF, AND SIDEWALK. D ASPHALT P ENT TAPER. _ FROM EXISTING RB TO STA:1 2A7, 16.00' (R A:1+54.94f, 1 .77f' (R) CU AUGNMENT. FLOMPROPOSED E=413.48 DI Di PAVEM T=414.45f PVT STA:0+40. 16.00' (R) BEGIN BEGIN SPHALT PAWBI 1 OVIDE SMOOTH' TRANSITION TO PM FLOMDNE= 7.96 TAPER. MISTING EDGE OF PAVEMENT. 4201 EGINI CEMENT CONCR CURB, EXISTING GENE AT OUGHT UTTER, AND SIDEW OF WAY CENTS LINE (TYP) TA:0+35.71, 15.9Y (R) - _ _ - ---- LOWLINE=407.69 -- ONNECT TO EXISTING CURB _ - NO GUTTER. ROAPE SMOOTH TRA SITION. _ 5. FINISH AIDE AT EDGE ASPHALT PAVEMENT TAPE T 410 FINISH ADE AT CURB FLOWUN (TYP) 400, EXISTING GRA AT RIGHT FINISH GRA IE AT CURB FINISH GR AT EDGE OF OF WAY CEN NE (TYR) I FLOWUNE ( F ) ASPHALT P VEMENT TAPER 'V 1 m 7 0+00 0+40 0+80 1+20 C/l�K ENG/NEER/DIG B SURYEY/NO CALL 48 HOURJBEFORE YOU DrN 3371a y€� DIAL 811 '�y.,, BCIxTftPPP C' 429 - 29M 5T. NE. WILED PH: (253) 848-4282 "20ryAL 6 'S PUYALLUP. WA W72 ce.®ceeu. c.ccm 4/26/2021 1+60 2+00 2+40 IN CASE I IN CONC, 30' EASEMENT PLAN VIEW CALLOUTS O REMOVE ENSTNG TEMPORARY ASPHALT PAVEMENT RAMP AS NECESSARY TO CONSTRUCT PROPOSED FRONTAGE IMPROVEMENTS O CONNECT PROPOSED 5' SIDEWALK TO EAST END OF EXISTING SIDEWALK AND PIERCE PL NE DRIVEWAY APPROACH. PROVIDE SMOOTH TRANSITION AND SHALL BE ADA COMPLIANT. O BEGIN CEMENT WNCRETE CURB, GUTTER, AND SIDEWALK. STA:0+35.71f, 15.9Yf (R) FLOWUNE=407.69 CONNECT TO EXISTING CURB AND GUTTER. PROVIDE SMOOTH TRANSITION. O TRANSITION CURB AUGNMENT FROM EXISTING CURB TO PROPOSED CURB AUGNMENT. PM STA:0+40.00, 16.00' (R) PM ELOWIINE=407.96 OS PM STA:D+80.D0, 16,00' (R) PM FLOWIINE=410.45 OB 20, WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE RIB CENTERLINE STA:1+14.06, 16.00' (R) INSTALL PER CITY SM. PLAN 104.3 O END CEMENT CONCRETE CUR& GUTTER, AND SIDEWALK. STA:1+3207, 16.00' (R) FLOWUNE=413.48 BEGIN ASPHALT PAVEMENT TAPER. O END ASPHALT PAVEMENT TAPER. STA:1+54.94f, 11.77f' (R) EDGE OF PAVENENT=414.45f PROVIDE SMOOTH TRANSITION TO EXISTING EDGE OF PAVEMENT. O CEMENT CONCRETE TRAFFIC CURB AND GUTTER INSTALL PER CITY STD. PLAN 101 10 8' WIDE PLANTER STRIP 11 5' NOE CEMENT CONCRETE SIDEWALK INSTALL PER CITY STD. PLAN 102 12 EDGE OF ASPHALT PAVEMENT TAPER 13 PROVIDE CLEAN SAWCUT LINE AND REMOVE EXISTING ASPHALT PAVEMENT AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS 14 GRIND AND OVERLAY EXISTING HALF STREET WITH 2' HMA PAVEMENT 15 PRESERVE AND PROTECT EXISTING GAS VALVE ADJUST LID TO DRIVEWAY ENTRANCE FINISH GRADE 18 PRESERVE AND PROTECT EXSTNG PSE POWER POLE (PO2). SEE DRY UTILITY CONSTRUCTION NOTE THIS SHEET. 17 5' WIDE TEMPORARY ASPHALT PAVEMENT ADA RAMP FROM END OF SIDEWALK TO EDGE OF PROPOSED PAVEMENT. RAMP SLOPE SHALL BE ADA COMPLIANT. DRY UTILITY CONSTRUCTION NOTE WRING DRY UTIUTY DESIGN AND INSTALLATION COORDINATOR WTH PUGET SOUND ENERGY (PSE) AND THE ATTACHED COMMUNICATION PROVIDERS THE OWNER/CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF A FUTURE CONDUIT PACKAGE TO BE INSTALLED BETWEEN EXISTING PSE POWER POLES P01 AND P02. THE FUTURE CONDUIT PACKAGE SHALL INCLUDE ALL NECESSARY POWER AND COMMUNICATIDN CONDUITS AND APPROPRIATE DIAMETERS TO ALLOW THE EXISTING OVERHEAD POWER DISTRIBUTION SYSTEM AND COMMUNICATION FACIUTIES TO BE CONVERTED TO UNDERGROUND IN THE FUTURE THE CONTRACTOR WILL BE RESPONSIBLE FOR TRENCHING BETWEEN EXISTING PSE POLES PDI AND P02 TO ALLOW PSE AND THE COMMUNICATION PROVIDERS TO INSTALL THE FUTURE CONDUIT PACKAGE. THE PROPOSED TRENCH EXCAVATION SHALL BE LOCATED WTHIN THE EXISTING AND PROPOSED LANDSCAPE PLANTER STRIP. ONCE THE CONDUIT PACKAGE HAS BEEN INSTALLED THE CONTRACTOR IS RESPONSIBLE FOR BACKRWNG AND RESTORATION OF, BUT NOT LIMITED TO, THE EXISTING CEMENT CONCRETE DRIVEWAY APPROACH, EXISTING LANDSCAPING (STREET TREES, SHRUBS, DECDRATVE ROCKS ETC.), AND POTENTIALLY THE EXISTING CLUSTER MAILBOX UNIT TO EXISTING OR BETTER CONDITION. SIDEWALK PER CITY PLANTER STD. PLAN 102 EXTEND BASE COURSE 1' (MIN BEYOND BACK OF CURB CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY STD. PLAN 101 STORM DRAINAGE SYSTEM AS REQUIRED �1 NE 7TH STREET ROADWAY SECTION PUBLIC STREET N.T.S xP SCALE 1'=20' wAl ONO OF RENTON REDUNE COMMENTS ENO 10 30 20 °—" ENO OF RENTON REDUNE COMMENTS ENO 8 18 20 °�iWe u�� DATUM REVISION BY DATE APPR """C°O10L FHB OCITY OF RENTON Planning/Building/Public Works Dept. mm `—ASPHALT PAVEMENT GRIND AND 2" HMA OVERLAY HMA CLASS 1/2' PG 58-22 C COMPACTED DEPTH MINIMUM - CRUSHED SURFACING TOP COURSE 2" COMPACTED DEPTH MINIMUM GRAVEL BASE COURSE 47 COMPACTED DEPTH MINIMUM R-413608 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 05/25/2021 al 7TH STREET SHORT PLAT CES NW JOB NO. 17234 NE 7TH STREET PLAN & PROFILE O O CID O O O N 16 O Q J T co V O O O it 24 DETENTION VAULT PERMIT NOTE A SEPARATE BUILDING PERMIT (921001059) SHALL BE ISSUED AND OBTAINED PRIOR TO DETENTION VAULT CONSTRUCTION. OWNER/CONTRACTOR SHALL COMPLY Will ALL BUILDING PERMIT CONDITIONS INCLUDING, BUT NOT UMITED TO, GEOTECHNICAL, APPUCANT, AND STRUCTURAL REQUIREMENTS. VAULT SHALL BE DESIGNED TO SUPPORT ARE TRUCK LOADING OF 30 TON AND 75 PS DUE TO VAULT BEING UNDER THE FIRE TURN AROUND. CONTROL DETAIL FOR O7 OF H DCESS LID PROVIDE 12' DIAMETER VENTS- WTU CAP FOR VENTILATION IN ALL FOUR CORNEAS OF VAULT. BRING VENTS TO FINISH GRADE OF ASPHALT PAVEMENT AND INSTALL TRAFFIC RATED RING AND DOVER (TYP) ACCESS TO STRICTURE SHALL BE EQUAL TO A TYPE 2 CATCH BASIN TOP OF LID ELEV. 404.00 BOTTOM OF LED ELEV. 403.00 1' VIDE (MIN) ZONE OF FREE -DRAINING ROCK INSTALLED BEHIND VAULT WALLS FROM VAULT BOTTOM TO TOP. ROCK SHALL BE 3/4-1 1/2' NON FRACTURED DRAIN ROCK EQUIV. TO WSDOT 9-03.12(5) AND WRAPPED IN CUSS C NONWOVEN MODERATE SURVIVABILITY GEOTEX11LE FABRIC PER TATTLE 1 k 2 OF SECTION 9-33.2(1) OF THE 201E WSDOT STANDARD SPECIFICATIONS OR PER GEOTECHNICAL RECOMMENDATIONS (TYP) 6' PERFORATED PVC GEOTEKTIIE - NAPPED VAULT FOOTING DRAIN RIPE GEOTEKTILE MUST MEET STANDARD SPEC. SECTION 9-33.2(1) DETENTION VAULT CONSTRUCTION NOTE THE DETENTION VAULT DIMENSIONS SHOWN ON THESE PUNS ARE FOR INFORMATIONAL PURPOSES ONLY. FOR SPECIFIC DETENTION VAULT CONSTRUCTION INFORMATION THE CONTRACTOR SHALL REFER TO THE STRUCTURAL PUNS AND CALCULATIONS PREPARED BY VISSER ENGINEERING AND APPROVED BY THE CITY OF RENTON. THE LOCATION OF PROPOSED STORM PIPE PENETRATIONS AND INVERT ELEVATIONS ARE PER THE APPROVED CIVIL PLANS. 247 DIAMETER BOLT DOWN FRAME d DOVER FOR MAINTENANCE ACCESS MARKED 'GRAINL'_(TYP) 9. I (�1 IE=401D0 (C M)- \ 39200- W i`392.00 � r� I I I ESAPE 20saPe3 I i 391.90 - 392OU 9 DETENTION VAULT DETAIL - PLAN SCALE: 1"=10' 24 DIAMETER BOLT DOWN FRAME- @ COVER FOR MAINTENANCE ACCESS MARKED 'DRAIN' (TYP) VARIES. 407.87t (MIN) - 408,97t (MAX) (SEE PLAN'. SPECIAL INSPECTION NOTE OWNER/CONTRACTOR SHALL COMPLETE AND SUBMIT A 'SPECIAL INSPECTION FORM' TO THE CITY OF RENTON FOR AUTHORIZATION OF SPECIAL INSPECTION ACTIVITIES DETENTION VAULT NOTE INSTALL DETENTION VAULT PER STRUCTURAL PLANS AND CALCULATIONS AND PER CITY STD. PLAN 236.00 :O E;r go 17V LE-/61.06 (6' IN) I STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 6' PERFORATED PVC VAULT FOOTING DRAIN RIPE INSTALL AROUND VAULT PERIMETER. IE=393.80 CONNECT TO DEEP V PVC STUB AT EAST DUD OF VAULT Or) VAULT WAOI DEV.=292.00 (NAND VIALS) Y---VAULT BODW ELfV."'M2aD (ALONG "I" VAULT BOTTOM DEV. 391.75 (ALONG RDWTNE) VAULT 11UTTOI EIEV.ma1.75 (RANG F WUIE) DETENTION VAULT CROSS SECTION A -A SCALE: H: 1'=10' V. 1'=2' CES. 1 i // L! YC: C/V/L EA IIINWER/AVG 6 SURVEY/TUG a19 - 29TH ST. NE SUITE O PH: (253) 848-4282 PUYALUP, WA SM72 ceeersiceelcesnw c.c0m CALL 48 HOURS [[ BEFORE YOU DIG 2 DIAL 811 A/2a/2rol NO. MARKED OUTLET GEOTECHNICAL NOTE OWNER/CONTRACTOR SHALL COMPLY WITH ALL GEOTECHNICAL RECOMMENDATIONS PROVIDED MTHIN THE GEOTECHNICAL ENGINEERING STUDY PREPARED SEPTE14BER 28, 2018 AND THE DETENTION VAULT DESIGN RECOMMENDATIONS PREPARED JULY 16, 2020. ACCESS TO OUTLET CONTROL STRUCTURE SHALL BE EQUAL TO A TYPE 2 CATCH BASIN -------ter --T S-6' (MIN) L 54' DIAMETER TYPE 2 CATCH BASIN BASE SECTION SHALL BE USE FOR PRE -CAST SUMP STRUCTURE SECTION VIEW 1 N.T.S. FINISHED GRADE OVER VAULT 67t (MIN) - 408,97t (MAX) 1' WDE (MIN) ZONE OF FREE -DRAINING ROOK INSTALLED BEHIND VAULT WALLS FROM VAULT BOTTOM TO TOP. ROC( SHALL BE 3,14'-1 1/2' NON FRACTURED DRAIN ROCK EQUIV. TO WSDOT 9-03.12(5) AND WRAPPED IN LASS C NONWOVEN MODERATE SJRNVADIUTY GEOTEKTILE FABRIC PER TABLE 1 & 2 OF SECTION 9-33.2(1) OF THE 2018 WSDOT STANDARD SPECIFICATIONS OR PER GEOTECHNICAL RECOMMENDATIONS (TYPE (MIN.) OVERFLOW DEPTH 24' DIAMETER BOLT DOWN FRAME k COVER FOR MAINTENANCE ACCESS MARKED 'DRAIN' 1 LOT 1 n IL- I IMF 6' ROOF GRAIN STUB O 11.67% STUB IE=40275 1 I // - ''- - - - - - - - - _J R M=409 - - - OUTLET CONTROL STRUCTURE LEE i - -le RISER 12' OUTLET E=401.OD PIPE IE-392.50 12' INLET SEE DETAIL THIS SHEET ! IE=4O.OU 13LF 12' 45 (N-1 STORMWATER DETENTION VAULT 0 1.15% 1 T - - INSIDE 40S 401 x 20'W x 11') TOP = VAULT TOP = 404.OU3 CBS VAULT CEILING = 403.00 TOP OF LIVE STORAGE = 402.50 BOTTOM OF UVE STORAGE = 3925Q'' �L- VAULT FLOOR 392.00- � 1 - I RIM 407.90t 1 I 6' INLET \ ( 408 IE=401.00 15LF G ROOF DRAIN STUB 011.67% 55 I STUB IE=40275 I I 19LF 12' ADS (N-12) 0 0.53% \ LOT 2 NLF It ADS (N-12) 01.431L 11 ------------------------ SITE PLAN SCALE: 1 =10 0 5 10 m I loch = LO ReeL <I IS it I I V C H co I W V I s III H 2) a 1 6 SEE SHEETS C6-CB FOR I ADDITIONAL STORM SYSTEM F CONSTRUCTION INFORMATION I 18F 6' PVC 01.11% VAULT FOOTING DRAIN STUB STUB IE=393.80 - TYPE 2 48' ( %\ W SOLID LOCKING LID �k1�� 11.00' (L) IE 393.60 (6 NW)) 1 102LF 12' D.I. (CL 52) 0 0.54% 0 ldl-1 DER OFFSET FRAME §JUTE ROUND SOLD COVER RIM ELEV07.9D3 MARKED 'DRAIN' ACCESS TO STRUCTURE WTH LOCKING BOLTS. - SHALL BE EQUAL TO A - TYPE 2 CATCH BASIN ALUMINUM OR GALVANIZED STEEL, TREATMENT 1 OR BETTER CONTROL - TOP OF LED CHAIN FOR CLUNOUT/DRAIN. ELEV. 404.00 ELEV,,= 4(MIN) RISER ELEV.= 40250 1OD-YR. STORM BOTTOM OF UD W.S. ELLY=40250 ,�50 E1EV. 403.00 RESIRICTOTE - ORIFICE = IN. UDDER STEPS / ELEV. = 3 RESIRIPLATE ORIFICE.625 IN. CLEANOUT GATE ELEV. =.10 18' RISER 12' T PIPEIE =50 VAULT IE=39200 IPE SUPPORTTRAP (TYP)HANDHOLDS. STEPS OR ITION LADDER. GALVANIZED 54' DIAMETER TYPE 2 CATCH BASIN `STEEL OR ALUMINUM RESTRIPLATE _ BASE SECTION SHALL BE USE FOR ORIFICE.6875 IN. PRE -CAST SUMP STRUCTURE ELEV. = 390.50 V PERFORATED PVC (EOTEKIKE �-.V�B' PERFORATED PVC VAULT FOOTING WRAPPED VAULT FOOTING DRAIN DRAM PRE. PIPE. GEOTEM E MUST MEET INSTALL AROUND VAULT PERIMETER. STANDARD SPEC SECTION 9-332(1) MAX SEDIMENT STORAGE IE=393.80 E .. 39250 CONNECT TO 181F 6' PVC STUB AT SI.OPE SLOPE - EAST END OF VAULT (TYP). 392OU 391.90 39200 DETENTION VAULT CROSS SECTION B-B SCALE: H: 1'=10' V. 1'=2' �,.... �� aAS NOTED mIHY1PL ru'n°i�«� m° ENO OF RENTON REDLINE COMMENTS ENO 10 0 2 ENO DATUM OF RENTON REDUNE COMMENTS ENO 8 8 20 iBE w wu REVISION BY DATE APPR nreom a ' PAR OUTLET Ul NTROL STRUCTURE 2 HE Ts QCITY OF RENTON Planning/Building/Public Works Dept. R-413609 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY O DEVELOPMENT 701 jfarah 05/25/2021 Na[han Janders 05/25/202 7TH STREET SHORT PLAT CES NW JOB NO. 17234 STORMWATER DETENTION VAULT PLAN & SECTIONS O n O coD O O O N 7 C31 Q Z) J I;Q CD O O O O T NTI g a Or O (A I- W cr F- H r c.�sAW ,02VC CIVIL ENG/NEER/NG & SURVEYING 4N - Ni SL NE, SUNS D PM (252) 848-4282 9VYAUAP, WA 910n ceservicee®ceenwinacom 1 PLAN VIEW GGrIiF'IECDILn Aro Mewmraar I MMJTg rYLAMIWIYW) STORMFILTER STEEL CATCHBASIN DESIGN NOTES VYGGiRIlWAT131r WKT'Y.RRNCInII EIM WEIITQ8Lt1Y]i/IOMXIM916 WIMGEI 1 WIRIXE G1PMrx a1E 1'M111�.8BIBIY810RIIMIIwAGMMnZ.MOYMa4,AVYINENTIW fa'GRIIfO�£ RNMLl91 Gl0 W N LGfLIMIID`0 MZ RVYM6 MITI wOx MAM W IKGIY[CMIR FfMXYDRVIILLVICT'PERiIHE Wggr. FMY1ECrIRP!®PNIRXNIWa1LGVNIIY. M1 Wa11EM1aT 496IxC1VIEN KYPRED. 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MNII RHSMMALOYAFIEItllM'MIXpIBfViCIIW Wia RIBEGTiOrLm aYNXiMCIdI fl RRA WFI,IYGF89WV aF F®FFY24 P1YF.BwM.Y:XYi®. RMUFtOx AbBPiPIMM. RMw NeM rEV111YW V M TaOE8 RIBIYFAX WIIf/LI IEENWL£/SIFM! W GER1R 1 NE01c RON u,Ec[gWITGMf2TailEwnBlfw.YIM1INnt1DN®T'Ma161CWlILiauRF.�MIFI.IgR ,RXINTFe A upaVSM8F.91L1Fu Fnm.lxGw NRUEnIwmlRwXaXW.wE WISW6FItD916x[aLMWIwIMmulGavLLE WE6�F➢Br v mM. R PI4NOEo4 Ta RYM1OEEpIOpENfX1M8FRGIWfIF,Na pORVbI W/GI,YRIIiTNY1E, 11EGln WbWILPIMCW,GEa G Ltl11MCIQ1iD iwYMAGRO RNFA911ESR1 RIOIEI.T fNill®FIO•I WXSIWFIWA9/S®9691N RVXtFF. Af M VIAE FVnMIBR xG EYE •aaNEvwTew mn.ocq GaIIMM! We YYNQ R1M110MMY F MUM %1 MON PDDL' 'a MET" pFIMYu MIENIIO N„�,E, pmersna GR,RD� 9Rtll^ - - FBI R➢�XIG, 'a"W'" G,OM9W WOf 6 I M G1PNIp'XFGGf (M.ovQ MWVR OIMMYEVL •� nre.ffXl a SECTION A -A SECTION BS CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 4/26/2021 1 NO. a�f STamNIM' 1 SF11 • CATCHBASIN STORMFILTER N.r s. REVISION I BY I DATE I APPR • G' 1 �ic of 1 CARTRIDGE CATCHBASIN STORMFILTER STANDARD DETAIL N.T.S. DATUM cuEX01r awnNOXY OCITY OF RENTON Planning/Building/Public Works Dept. R-413610 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 05/25/2021 lal 7TH STREET SHORT PLAT CES NW JOB NO. 17234 WATER QUALITY STORMFILTER DETAIL I All] 0 r` 0 cr) O 0 0 N 7� O O O CL 'oil Q J d 0 2 En Lu w w Ir H U) I — BG L0 a n N d i RIM 415.51 IE 408.70 A EX. FIRE HYDRANT SENN RIM 407,15 E 400.23 CTR CHANNEL, 8' PVC S. & 6" PVC N. _W W W jI�. ° `C�ONW,C DRIVE I EX 6' GV T— — W � ROLLER o, — — — S88'48'49'E 128.64'(C)i128.74'1 U i0`L NE 7TH ST. 1 EX OVTRHE00WE O^ DEWALK I F E E%. POWER POLE r�nP L +s W/ STREET UGHT ARM (TYP) EX FlRE v HYDRANT LOT I ae14>91d9 m 8011100130 � n II m r Z m 26' PUBLIC WATER, SEWER, - AND PRIVATE ACCESS AND UTILITY EASEMENT PER N.C. RI 2014D924000105 AND 20140924000106. I PLAN VIEW CALLOUTS LOT 2 O LOT SANITARY SIDE STUB T SEWER PVCSORT SS 0 19.68E 8011100131 STUB IE=404.00 INSTALL PER CITY STD. PLAN 405, 406.1, /e AND 406.2. TYPICAL a LJ I O CONNECT 6' SS TO EXISTING 8' SEWER MAN E NEAT UNE SAWCUT LINE. EX. 8' SEWER MAIN IE=399.00L RESTORE EXISTING ASPHALT PAVEMENT, CURB 6' SIDE SEWER IE=399.OBi '— _- AND HTUEER:iE GF-ANDLIANDSCAPING-AFJER- O3 LOT 2 SANITARY SIDE SEWER STUB INSTTYPICAALL 2 LOCATION SANITARY SIDE SEWEIRs. 25LF Sw PVC SUIT 35 SS 0 19.88ESTU BTEST 12 AIR PER CITY SID. 410 TYPICAL 3. ® CONNECT 6' SS TO EXISTING 8' SEWER MAN ETC 8' SEWER MAN IE=394.852 6 SIDE SEWER IE=394.933 OLOT 3 SANITARY SIDE SEWER STUB CONDITION OF APPROVAL: GONNECT DIREGRX TO EXISTING CONNECT LOT 3 SIDE SEWER TO THE DOWNSTREAM RANCH 231F 6' PVC SDR 35 SS 0 24.87E SEWER MAIN. STUB IE=397.25 © RESTORE EXISTING FENCE AND LANDSCAPING AFTER INSTALLATION OF SIDE SEWER. O ALL SEWER STUB CIEANOUTS OUTSIDE OF IMPROVED AREAS SHALL HAVE A Yx2' CONCRETE PAD (TYP) OB EXISTING WATER SERVICE SHALL BE CUT AND CAPPED BY CITY FORCES. SEPARATE WATER PERMIT WILL BE REWIRED. Og ALL SIDE SEWERS THAT PASS UNDER OR THROUGH A RETAINING WALL SHALL BE INSTALLED WITHIN A STEEL CASING. SDE SEWER CONSTRUCTION NOTE DEVELOPER SHALL PROVIDE A LETTER TO THE NON, HOMEOWNERS OF LOTS 1-34ND-T! STITCH LOTS 1-4 CONSTRUCTION PROJECT MANAGER PROMDING NOTICE PLANNED CONSTRUCTION WITHIN THE EASEMENT AREA INCLUDING AN OUTIJNE OF ANTICIPATED CONSTRUCTION SCHEDULE UPON DIAL CONSTRUCTION PERMIT ISSUANCE. A MINIMUM OF 3 WORKING DAYS PRIOR TO START OF ACTUAL WORK A NOTICE, BY MEANS OF DOOR HANGAR, SHALL BE GIVEN TO THE HOMEOWNERS OF LOTS 1-3. Mors 1-4 PROPOSED BIDDER DESIGNED} FILL RETAINING WALL LOT 3 Be" He Cal 8011100132 RIM /IE 395.15 6.1E 12" PVC S. I � NE 6TH CT&STORM . Ex PER A51 521Ft 8' D.I. CL 52 WATER MAIN FROM CONNECTION POINT TO FIRE HYDRANT ASSEMBLY — 4�[W In I' ' 1 - i =0 El 1' DOMESTIC WATER o - - RACE AND METER N jln 3 I I I I LOT 2 9 I PAD ELEVATION = 407.00 � I 9 I II I FINISHED GRACE � I 1 CONTOUR (TA I = I STk-0+17.584, 180E (L) LOCATE AND CONNECT TO EXISTING 8' WATER MAIN. B' x B• TAPPING TEE (MIME) 1-8' GATE VALVE (II I) 1-CONC. THRUST BLOC( INSTALL PER CITY SM. PLAN 3DD.L 30D.6, 3301 AND R%2 MH ji i3NoEMnc 8HA 6PVC W. & aPVC E . JI M — z Wild— Y' EONC DRVEa / Tr C R EX FIRE HYDRANT W.�T-wu IX. 8wWA7ER MAIN W I Al N N — m EX. W GV ROLLED CURB �T �'��— —T MONUMENT IN CASE _ a BRASS PIN IN CONC. 1+� 2+00 EX. 8' SEWER MAIN �2+40 _ DOWN 0.4OF L II II OPEX OVERHEAD POWEROP MELT" \ -rl,� N00'to'39"W EX POWER PGE I� — 46, FIR 30.00' ' \ W/ STREET UGHT 30' 1 30' \ ARM (TYP) I I STk D+34.00, 23.00' (L) 1-FIRE HYDRANT ASSEMBLY 11-8' IF 6' REDUCER (MI 71-6' GATE VALVE (FLM,I) I-CONC. THRUST BLOCK INSTALL PER CITY SID. PLAN 3101 330.1. AND 330.2 196LF fi' Ol CL 52 WATER MAIN FROM FIRE HYDRANT ASSEMBLY TO END OF MAN r I II HOUSE I z I - I Q Im 14 Im i. 8011100140 STA:2+30.00, 18.00' (L) END 6' D.I. WATER MAN INSTALL POLY PIG STATION 1-6' END CAP (MJ) 1-CONIC. THRUST BLOC( STA2+XOq 21.00' (L) 1-27 BLOW -OFF PERMANENT ASSEMBLY INSTALL PER CITY STD. PLAN 3OK 330.1. 330.Z AND 340.1 — PROPOSED 1' DOMESTC WATER SERVICE AND METER TYPICAL (3) INSTALL PER CITY STD. PLAN 320.1 A SEPARATE PERMIT 15 REQUIRED TO DROP IN THE WATER METER OWNG MADE CONTOUR (TYP) o w w w 1 Tvah = 20 feet S-413601 R-413611 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY Nathan Janders OS/25/2021� Ann Fowler 06/02/2021 Me I WATER UTILITY //////yyy, `g�CK$ CONDITION OF APPROVAL 1' . Igafour OS/25/2021 C E.S. NW WC ep q p SEPARATION OF .5 FT LET '`4 44Y,�0 THERE SHALL HE I MINIMUM CEP Y..n 1D 3D 2L SCALE 1'=20' 10�""1YO1°°�'"' O CITY OF 7TH STREET SHORT PLAT �' THE CASING CROWN OF THE SIDE Tom 2oYIL [BEFORE ALL 48 HOURS END CES NW JOB NO. 17234 N A SEWER LINE AND BOTTOM OF WALL. RENTON W C/PZ EA iWAI9E/7/AVO d SUl74EY/NG YOU DIG 2 REVISED PER CITY OF RENTON REDLINE COMMENTS ENO 10 30 20 eW" ETD f a� Rxww JJ DATUM A 3371E 1 REVISED PER CITY OF RENTON RmUNE COMMENTS ENO 8 8 20 errv.L� Planning/Building/Public works De t WATER MAIN EXTENSION AND SIDE SEWER PLAN C1 .N. {NI710 DIAL 811 FWB „„P. 429 - NTH ST. NE, MIR D PR: (253) 848-4282 e&S7oxA1.N0. REVISION BY DATE APPR PUYALUP, WA 9Wn cesersiceseceenwmc.com 4/26/2021 F13B RIM 397.31 IS 391,48 CTR CHANNEL, IE 394.76 12' PVC N. e' PVC N, W & E HE 392,62 12' ADS W. IE 393,45 6' PVC S. 80 1t 100133 LOT 4 BGIFGI 3 O INSTALL 127 STEEL CASING PIPE ORDER RETAINING WALL FOR PROPOSED SIDE SEWER LATERALS. TYPICAL 3 LOCATIONS EXTEND CABINS A MINIMUM OF 5' BEYOND EACH SIDE OF WALL. INSTALL PER CITY SID. PLAN 412 (TYP} r� ---CONNECTLOT3SIDE SEWER --- TO THE DOWNSTREAM 8-INCH _ r I SEWER MAIN. — 1 I I 1 5 LOT S 40100 I I I PAD ELEVATON - I 11 II I I I I I I --4T N a UI I . 688'51'03'W 95 97' 0 O co O CD 0 N A LE) CO O 0 O M Q J CID O O 0 M TII- WE g a rc O 2 cn W W 2 a PAD ELEVATION NOTE PAD ELEVATIONS ARE BASED ON THE FOLLOWING FINISH GRADE ASSUMPTIONS EXAMPLE PAD ELEVATION = 100.00 FOOTING GRADE = 99.50 TOP OF FOUNDATION = 102.00 GARAGE FINISH GRADE = 101.75 FINISH GRADE BACKFILL = 101.25 PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONFIRM ASSUMPTIONS WITH PROJECT OWNER. VvTwS0 , YYY L!VC CIVIL ENCINEER/NC B SURVEY/NC 429 - 29TR ST. NE, WE D PH; (253) 848-4282 PUYAILUP. WA 9072 ceser cee®ceenMne.com R/W W W O 568'48'49'E 128.64'(C)) 128.74'(R1) 0 O o / I _--- ------—�`—R/W / W407. W40 B405 .75 TW44�1000 LOT I BW405.00 eotnouo m m r m TW410.0D FG404.00 — — — — - — BW402.75 26' PUBLIC WATER, SEWER, AND PRIVATE ACCESS AND I UTILITY EASEMENT PER K.C. REC.9 20140924000105 AND TW409,25 20140924000106. FG403.25 BW402.25 LOT 2 801110131 TW408.50 BW401.50 BIDDER DESIGNED FILL RETAINING WA Lt— REWIRES SEPARATE BUILDING PERMIT (Tw)_ C TW4a6.50 900 BW399.5D TW40550 FG399.50 BW39&50 1 L— — — _ _ — i BW398.00 NE 6TH CT° -- - --SD-------- LOT 4 801110,31 WM W WM 4 Ww WSW ENE 7TH T. M I BIDDER DESIGNED FILL RETAINING WALL (TTP) CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 NO. ____I______--� � I I Is j LOT 1 r PAD ELEVATION = 410.00� F I I BIDDER DESIGNED FILL RETAINING WALL (T1'P) � IT' 0e —�+SS � r—L--)-____—__� I I LOT 2 PAD ELEVATOR = 407.DO I I I I -- FINISH GRADE CONTOUR (iTYP) SFj1 405.75 \ �N00}0'39"W — 30.00' 472 I It I = I I I II I II 14/0 I I I I I` I F'I14 I I I I 1 I ( I I I 2:1 (MAX) OUT f o SLOPE I o I Im 14 m 8011100140 I A LOT 3 l I PAD ELEVATION = 405.00 1 I I I I EXISTING GRADE— l CONTOUR (TTP) \ I I L — — — 1188'51'03'W 9 97' \ sell 4I - _�. e01n001m %FG400.00 \BW399.00 Z00 0200 BW401.ODIWO o4le00000s m . ` SCALE 1'�20' een.1 END xesnnr� ) PER CITY OF RENTON REDONE COMMENTS ENO 10 30 20 OgYN! END ) PER CITY OF RENTON REDONE COMMENTS ENO 8 18 20 EHB � DATUM ve ro REVISION E DATE APPR Tee QCITY OF RENTON Planning/Building/Public Works Dept. m o 1e m w 1 inch = 20 feet R-413612 O O co O O 0 N 1 ri LTE IN COMPLIANCE WITH CITY OF RENTON STANDARDS J CURRENT PLANNING O DEVELOPMENT ENGINEERING d -� Na[han Janders 05/25/2021 O ~ aweihs 05/26/2021 T (,r 0 (n W 7TH STREET SHORT PLAT 16/30/2020 Lug CES NW JOB NO. 17234 'm°' N A N/A c/) FINAL GRADING PLAN C12 2 esa: 12 m20 cc 0 W W W cr 2 n MONUMENT IN CASE — BRASS PIN IN CONC. ��� NE 7TH ST, MONUMENT IN CASE DOWN 0.5 S88'98'49"E 126.64'(C) 128.74'(RI) — -CA - - I 95.96' 3 O Z O m a G m z m m I A NI LOT 1 I m somal3o I m I LOT 1 On B,DIO SF I m I I I I I I 26' PUBLIC WATER, SEWER, L=31.89' AND PRIVATE ACCESS AND 1 y R=20.00', T PER K C L 5 BSIiL (5) A=9IT 47J Y7 BRASS PIN IN CONC. DOWN 0.4' _ 1 0 91-29'42"(Rl)l O 1 —ND0'10'39'W Ito 30.00' 30' m 30' als m m I m 15' PUBLIC WATER EASEMENT UTILITY EASEMENT ..-----_----_ REC.19 20140924000105 ANO I 32.47' Y 1 20140924000105......... F I I I I I LM LOT sl 801110131 I 15.0E dc dc b I 33.42 —� low 1 CJ I jI — - I L=30.00 m �k88'3B'I3' I S9N r I I HI 12 I M In 11 LOT 2 I`^ s 6,0011 SF I1 I h TnI I 1 80ifl0132 I -� II I I I 28 W 11 I 20. L B.DD' S'�(5�-----I L______ / % _ 67.96__ _ 2&01' SBB'48'52"E 95.97 �NE 6TH CT. 15' PRIVATE STORM DRAINAGE EASEMENT \ r--____20'BSEIL ________r I I I$ iv� LOT 3 ml I "n' 8,248 SF 01 1 I Io I N NI LOT a I 15' PRIVATE STORM a011,a133 DRAINAGE EASEMENT -- — —— 2o'IsBL(R�------- J I L — — — I I I I MONUMENT IN CASE -- - 1 BRASS PIN IN CONC. 1 - I DOWN 0.5�j 1488051'03"11 95.97' 8011100137 _ - I 15' PRIVATE STORM DRAINAGE EASEMENT — RECORDING NO. 20210226002594 \ \ OVER PARCEES 8011100137 AND 041B0000D5 \� AWMfC CALL 48 HOURS C/Y/L ENG/NEER/NO 6 SOBYEYbV17 BEFORE YOU DIG 2 REVISED PER Cltt OF RENTON �2'� DIAL 811 1 REND PER Ott a RENTON eh 9 P� 429 - 29TH ST. NE, MITE D Fa: (263) 848-4282 �YoxAL 4'X' NO. REVISION PUYAUUP, WA B83M cescrriceseceenw c.com 4/28/2021 \ I I L e » I Inch 20 teeL I I I: Im 14 8011100140 SITE STATISTICAL BREAK DOWN EXISTING ZONING: RESIDENTIAL-B (R-8) SITE AREA: 0.64 ACRES (27,705 SO. FT.) TOTAL LOTS PROPOSED: 3 LOTS LOT 1 AREA: 6,010 SQ. FT. LOT 2 AREA: 6.009 SQ. FT. LOT 3 AREA: 8,248 SO. FT. PRIVATE ACCESS TRACT "A" AREA: 7,439 SO, FT. MINIMUM FRONT SETBACK: 20-FT. MINIMUM REAR SETBACK: 20-FT. MINIMUM SIDE SETBACK: 5-FT. MINIMUM LOT WIDTH: 60-FT. BASED ON UNDERLYING PLAT MINIMUM LOT DEPTH: 80-FT. MINIMUM LOT SIZE 6,000 SQ. FT. BASED ON UNDERLYING PLAT MAXIMUM BASE HEIGHT : 24-FT. (MAX. WALL PLATE HEIGHT - 2 STORIES MAX.) MAXIMUM BUILDING COVERAGE: 50% I MAXIMUM IMPERVIOUS SURFACE: 65% MINIMUM DENSITY: 4 DWELLING UNITS PER ACRE MAXIMUM DENSITY: 8 DWELLING UNITS PER ACRE PROPOSED DENSITY: 6 DWELLING UNITS PER ACRE I I LONUMENT 1N CASE BRASS PIN IN CONC. DOWN D.9' SCALE 1.=20. FNO No 10 30 20 0R4i ENO c».w DATUM ENO ate 20 > ENO BY DATE I APPR CITY OF ' RENTON Planning/Building/Public Works Dept. R-413613 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEENING O aweihs 05/26/2021 ' Nathan Janders 05/25/2021 7TH STREET SHORT PLAT CES NW JOB NO. 17234 SITE DIMENSIONING PLAN C13 13 �: 0 C) CO Q O O N A Ln 00 0 O O _J 0 0 0 0 T l■ A ir 0 U) LIJ W cc co n co 0 IO ^a CL d 3 w g In M cc O w w w X H �— �- _RAW_ _ CO C DRIVE I u.- `- _ P T-�6W IN\ end CONIC. DRIVE u - r ROLLED CURB 1 Oo !U 588'48149'E 128.64'(C)128J4'(R1) —_ -CA p 1\ \ 0 -- - -- - _ CONIC. SIDEWALK NrJN/ \ 1 2 RE BAR v (�AP LS 48 L o III LOT 1 801110130 = I CLEARING AND GRADING / CONSTRUCTION UNITS (TYP) 26' PUBUC WATER. ^SEWER, L07 2 801110131 I I 12 I LOT 3 801110132 IS / I L— _ — — NE 6TH CT. '1 —--�---- -- I LOT 4 801110133 I C'ES.Nw"c CIVIL ENG/NEERW4i & SURYEY/Nri 429 - 29TH ST. NE, SUITE D PH: (253) 848-4282 PUYAILUP. WA 9072 ceseMces®cesnM e.com i/2021 20" M1I �Z7 FIR I F I �SS � PL ER BE RE110017M1 ) I> I a LOT 1 1- \ I `FUTURE BUILDING I SITE Nousq I a7 I� I4 I� I --__-__J Ip / i I I I I I I �I LOT 2 I I FUTURE BURDING SITE �I 9 I I 11 I FINISH GRADE CONTOUR (TYP) 1 L C � \ rCONCa pRIVE j a � �7-7 I§5 0 r--}----------a-- �� z I - 1 y N iOT S FUTU FUTURE BUILDING A I I , SITE \ I I� l I I I 'O 7 I Na8'51'03°W 95.97' \ \ \FN 46" Flft 30.00, 2" IRON PIPE 0.2' S. & 0.3' E. MONUMENT IN CASE BRASS PIN IN GONG 4DOWNNE 0.4' 7TH STm91'2937 91-29'36" R3) \9129'42� MB' \ I m s ml m 14 8011100140 CLEARING AND GRADING / CONSTRUCTON UNITS (TYP) 18011100137 - - T GARAGE pslapopoos =PM CALL 48 HOURS BEFORE YOU DIG 2 REVISED PER CITY OF RENTON REDUNE COMMENTS DIAL 811 1 REVISED PER CITY OF RENTON REDUNE COMMENTS NO. REVISION BY I DATE I APPR ' I I ON -SITE TREE INVENTORY SIZE I TYPE ISAVE OR REMOVE 1 1 25° 1 FIR I REMOVE OFF -SITE TREE INVENTORY 111 SIZE TYPE SAVE OR REMOVE 2 20' MAPLE REMOVE 3 1 27° 1 FIR REMOVE 4 1 18' 1 FIR I REMOVE SUED CEP w'Iw su/+w1 SCALE 1'-20' "°'�^ END END 0 DATUM FIRS urur acsr rmv1.N°'rFAR CRITICAL AREAS NOTE THERE ARE NO CRITICAL AREAS OR CRITICAL AREA BUFFERS LOCATED ON -SITE OCITY OF RENTON Planning/Building/Public Works Dept. m10 20 1 inch = 20 feet R-413614 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CURREN E PLANNING /w�, Cl aweihs 05/26/2021 — `/ II 0 in F- LU 020 W H = 20 O O O O O N r+l En 00 O O O Q J O V O O O 7TH STREET SHORT PLAT CES NW JOB NO. 17234 TREE RETENTION PLAN I C14 FZCECLCURB elms 51a 1YR I.R.IN I 6 ew IP0. TR➢tDWPY 1 b er CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACEOFADMLEM0.eW -5 W. 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NINWMtEBww.ZowvaeD'x+PM.sewxuuv WM WNIYxYw441x%mYU161xM1/�a xxnxru,u% Pu9ucwORss CCINSPECTION SPECIFICATIONS DEPARTMENT N GAZ 9/28/3018 I R-413618POST INCOMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders O5/25/2021WE H CALL 48 HOURS � � N.T.S. �'"`x°'pm"%' O CITY OF 7THSTREET SHORT PLAT j0/30/2' DE«E � RENTON CES NW JOB NO. 17234 BEFORE YOU DIG 2 RENSED PER CI1Y OF RENTOI REDONE COMMENT$END1 RENSED PER Cltt OF RENTON REDONE COMMENT$DATUMDIAL 811 �HH,�Planning/Building/Public workEDept.CITY OF RENTON STANDARD PLANS 4/26/2021 N0. REVISIONF�S0"p"LCPm"ara 0 0 M O O O N rdb AW IWO O O O T� B.11 roll fr Q J a F— Cn w w w H r 0 0 M O O O N rdb AW IWO O O O T� B.11 roll fr Q J a F— Cn w w w H r 0. LL 0 VL/ r W MW FRIN IL VJ i WATFRR GENEMLMITL9 MErIbN MnIb.300 1. ME WORK AMID MARRMM 9 BE IN ACCORDANCE WITH THE LATEST EERIER OF THE CUT OF ONION LIMY WORDS STANDARD SPEdFKAT AN0 SIMMAL MW610NS AND WSOOT/ APWA BTNIDMpBPFOHGTNN$DUEST El1RCM AS AM[NDEDBYMECMOFMMON.ASETOFpiYATRWEDPIAN95 UKKEPfATTHEMB511EWHMMRCQ DICTION 51N MOGRESS. A PM{ONSTRURXIN CONFERENCE SMALL M HIM PRIM TO WE 9TA ETOFU1161RUCIgN. WEf0XDMC1f10. AND OR DEVFLOMR SNAU BE RESPoIEISU FOR SEWRIHG ALL NECESSARY PEWO MOOR TO tl%ISIRIICINNI. 2. ALLENISTMG VIIILIIf9 VERIFY UFF IN9FAV1[f S 8EFOCONIRUWUUNILSSOIXFRWBE Xbfm. TIfCd11MROR5WYl WL 1-K34265555 TO VERIFY VRUIY LWNIIpIE BEfOREMGINWXG RGVµN)X. 9. ALL WATERLOO USED MR WE CONSTRUCOOH OF WATER SYSTEM INPRMMF MODEL BE NEW rWDUMONSIN%AND 'GTALDB TOM FOR ALL MATERIALS WALL RE APPROVED IN WRITING BY ME GET OF RENfIXM PM]N TO PMMM AM' MATERWSON-$IIE A ALL WATER MAIN POPE MATERMIS SMALL BE CEMEM VNED WCNU IROR A KEY TH IOMESS GLASS 5E PFA AWWA C DOE AND IM. PIPE HONK AMLL BE PUSHERS OR MECHANICAL IOIM, CASE IRON OR MICRO I" PIPE BRIMS 9WLMUERS MAS PER ANSUMAWA[1L1/Ail.]DBS. ALL DUCTILE IRON PI PE AND FITTINGS SHALL E WMPPEO WMH WML IMUAC B 1YPL POLYETNYLLNEPUSTCPERAWWAC STAM\<RpS S. MWWUM COVER FROM TOP OF WATER MAINS TO FINISHED GOD[ WALL E SET INCU FOR ]MORE p MA OF]AMCN W L6S ANDARIMdESFOR PIPE DIAMETER OF CEMENT AND WGER. WA MUMC RFGALLWATMMMNSSNALLEMW M ANY DfNAMONS MUST BE APPROVED BY ME CRY Of REMM PRIOR M CONSTRUCTION. MOE UIBIIY EDWAR IS OCWR THEPROFILEOFTNEWATERMAINSMALLEAWUSWF MCESSMYTOCILMWXNCTSANDTOMDWEMIXIMUMCbhR. DUPE OFFECTDXSIMLLXW gCEEp OXEMALF OF PIPE MANUFACNPFR'BSPEOFNA FORSUE OFPME USED, 41WR BACDRLSHALL E CDMPACTEA TO" KIDDER MMIMVM DRY MINTY AS WIf WOR THE MCOIHED MARTIN DUD METHOD(MOWINROADWAY;RWOWAYSHOUMEM.ROAOWAYPRIWMDCANFNAS,NDRRE WMDDINUNPAWD AAFAS. NLPIDE2(HIEC PACIIONSNALLESMDD. G (DEPENDS !INCOMES MR WATER MAIMS WALL. BE DESIGNED, INSTALLED AED PgM01N NAQ W ACCORDANCE WITH MET OF MOON VMMRO DETAILS MID SPKYfKAMMS AND SHALL E INSTALLED AT ALL VERINH AND HORQL ENE, FOIL AHO NASEOF xY0RAM5. MfGAiWSHM SIMILAR PRODLKU MAY E AMIREDM1 MfOMNIGLDIXTS INAD01110XTO CpKRDE BW 1W. T. ALL NEW WARR NNN MKS AMI H MSSHALL HAVE A MATH PITH MG RUXmRWGH THEM M TO SING FLASHED, D FECTW,ANDTES .CLEANING,PR MANDPURIIYTESMNGSNALLBEDDNEINMERFSFN( MMOUNEATHE SUPMWSIONOFAg OFRfMON1FfIUM1IMSP M. THECONTRARORSH WMS.Y,N6TA MDRFMOVEMUGS, CpMOMTON MORE, BLOW OFFASEMBUES, AND 1MRUSCMSMALM/BLOCIIIW PoRTEST MDPUMMACCPlA11'3. WE IDMMECDHSNALL E MADE EIWFFN THE NEW MAIN W BETWEEN ME NEW WIT -TAP VALVETOAMECGT LNG MNMUMIE ME NEW MMNG NAS BEN FOAM.PWGED, DNIXFECrtO, FEVSNW,AHO PASEDOOIN M1f55'UEAM WMW TfSTNG. L NEW WATER MAINS INCLUDING BOUNCE LATERALS MAU BE TESTED AT A STAR MP"SURE Of ISO ENDAWYF WdIRWG PRFSWEWTMAMIXIMUMOFMMTMPRFSUREFORIMIMINMFS WRHAMNMAUMWSMPRESS MR WMW MEEWREEESTPERIW.UPONMMAMRYWMKMMMF EMFSSURET,MEUNEMML KE FECIMRIFSNM. ANOTHER WATER SAMPLESSNALLETNIM FOR MIRMYTFSTING EMEPUBUC VA9RR WSPE[r0M 9. MECONTMRORSHALLNDTIFYTNEOIYOFREMONWATERUTICxVANDMAINIfNAMEDFPANIMENMATIE/STMW UW MY9PRDRMMMWCONNEMMTOMEUD MWDM9YMEM.MECTHOPACIdIE1WLEV EUG WATFA MAINMDF"P ATTHECONNERDNMIMU"EMERIWMENfCESS4M'ADM MDF"MSMWIRFDFOR THE HML CONNECTION. THE CONTRACTOR MIAU I%CAVATE, REMOVE ALL SUMAC IMTEAWS, AND PROVIDE SXdtlXG AND ALL WnM O REMIUD FOR M E CORE OF RENMN TO PERFORM M E WNNEL M TO WEENMTING WATER SYSIIAS. ME CONTRACTOR SHALL PROVIDI AND II$ALL M li CONONTE BLIXEJIC, ANDCpAMEIf sLMFAfE R6TOM . PUBLIC WORKS eLD. PLW - 800.0 DEPARTMENT WATER PLAN GENERAL NOTES MARcx solo I3NNEEN PLASTIC MEIN BOX USUAL TO NM -STARS PURSUING. 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[DOMINION NORM MUSH E MSTKIED W WORD SOES OF ERR OCR A— A DRLL Y OIA HOE FOR AW (AUTOMATIC ARMS BUD) TESNYMEAD DENVER L — 2-IA' w. FRW HE AEST — — T ND FRdY ME EP PT UP TM RB NOTE: WE CENTER WE DIE HOPE MOST E AT EASE IN MW UnDEMIGM ADS TAKEN RK RIB VACM KEO'Ms HIE HOT TONOU N MODEST WE OPEN SOONOF NONE THAN WE 10 PUBLIC WORKS I WATER SERVICE B'm. IMAM - BW1 DEPARTMENT TOTE LEDBYCITY FORCES WATER METEMETER PERMITS REQUIRED NOVEMBER 2009 C/Y/L ENG/NEER/NC 6 SUNYEYAVd7 429 - 291N ST. NE. SMITE D PH: (253) 848-4282 PUYALUP. WA WI Ceeervicesficearmipdcem MARK RE (MARL) nnnuL InwXM.mLJ run ILLWNNAAO TAPING UlE vKM ME XMI I -WAD READY Ex RP MM 2- MY AND 2- PLUG RWPMRY FEW NO MR! ]-INCH TAP '-DUNG F m MI BJTIW Aft) 2-INCH 0.M-CTF ASSEMBLY RYG FYI EWN AN ATµ Y RA ACN"OT CONCRETE BLCCKNG 1.. TAPPING ILA SMKL E N�rs OF END IR � WEREW OR _ AANO DECKS Luu 9 "M is K TA E - SAN TIES NO EASE ON RAW TAPS r SuµLM Di OWrt�M CAST-IRON WATER I TAN lµ S U E AT 3,,R WE FRI MAIN. AD MY TO ON AMSTOS CEMENT LAE W SUR ENE NEE-TpO Of E WSNvc O� CT MUMON WATER MUMS W.J.K (ARE BY SPREER NNA HE S M.xMIT WALL ICAL gMNTT W UISIMO TRUCK M STAY AMID WALL ADD ARMY SHE I SSTTµRT UMP M[ Ew LINE AT THE SAME HORIZONTAL AND MEDICAL O�NT Of ME EVANS SURE 4 ON OTOE ES NO vKK W ONE I WK& fRIXEGIRu DIW WE MUM UNE III to, PUBLIC WORKS CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPING TEE a VALVE MARCH 2nI7 A A /1+LAN MEW \\//� VALVE BOX UD WM EARS IN DIRECTION ON WATER MAIN AND WORD WATER" CAST INTO IT 4" CONCRETE COLLAR FOR IOU' VALVES IN PAVED AREAS ETML 2 PIECE CAST IRON VALVE BOX, RICK-SEACNI TYPE OR OLYMMC MEMORY `y VALVE OPERATING NU LY EOPERATING NUTNOY JE[AERATNG MLr SSECEM A -ALL -A EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTDaMNS ARE REWIRED WHEN VALVE NUT IS MORE MAN THREE (3) FEET BELOW FINISHED MADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FONT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL. 42ED AS NOTED. AND PAINTED MM TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTIUIY MARKER VALVE MARKER MST TO BE USED FOR ALL MAIN UNE VALVES OUTSIDE PAVED AREAS 2' SQUARE GENERATING NUT / L 4-1/4" MA. 1/8 MN. THICKNESS _l" STEEL LENGTH AS REWIRED I/8' MIN. THICKNESS - 2-1/4' INSIDE MEASUREMENT III DRAW J w� T TII J JB I MIN, WIDTH �YMIM 62" VALVE MARKER POST - � PUBLIC WORKS VALVE BOX, MARKERS OPERATING M. REIN ma DEPARTMENT NUT EXTENSION MARCH 2O10 CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 4/B/2021 NO. REVISION '-I ^ � IENPoPµY 2" CJLV.WIZEp PIPE eH0 2• UlE VALK ' INSTALL 2. PLUG ON 1LP BUND FLANGE 3 Fi MEN. COVER (ID-IxLX OWAEIER AND MAILER) / AFTER FETNYgL CG Pq'YPIG A R MAV. COVER (iP-INCH DIAMETER PAID OVER) NEW WATER MAIN PoLYPIG O /' VERTICAL CROSS FOR POLYPIGGI NG STATIONME END SZE OF KID �rcs�x� E ME vrE Aa vzE a MMx uE OF (Ap55 NtM Y TAP d r RNPCPA9r RLPv-pif ASYMEr INFMMF aLM-6F 445FNflY AM NSWE E' MW µRP PEYWN OF A(WXG T0.Y-ILj ME Buxp iLw G ON BpWTOx M [bE4 K 9wMRox wp CPoSS Lni45 SxxL % RFMNLD FPCx SUMP OF MAMN CNMT ENM A®PUBLIC WORKS POLY PIG STATION FOR CLEANING OF �' PLAIN - 300.8 � DEPARTMENT WATER MAINS MARCH 2(1l0-EA0 + I ANN PUT UP SMI YES PUT NOTEI UPI NA SEA UP MOTIMI FOR AN LEARN THAN l��* R IFURAIL WALL 11-1/4' BEND 22-I/Y BEARD 45' BEND 1CC 90 BEND n WIN ) A a N laT MAN 9WM WALLWALLEOEiFAMMO By ME ExpmW. AND my a TOM S. MVN AFTER COMMON UPS M.WIED�W14 MCdMPs39W SIIg14S nw. ALL EWINPWALL E[�RDLS(I_„) PURL MT AKL ACT [ANDS [M ExODR Nll MIKE NOT TESTS A Nµp u Nam,.E[ AlzEss TO Imrs AM HMOs AAIE E ROAMED. PUBLIC WORKS CONCRETE BLOCKING FOR 819. PLAN - 890.E DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 'AIMF R[!SC IMRW M WTRETE AND DOMMW RPIIGK BD94 MpP�ILN IOU I? FW Rl: VP EM KW a T21/T qR R[ W M NIEMY I]�21/3' M �.MrR.a� NN. cmM FM NAIwAN Ea MAN IF, e=R w � ron M'0°iERMAN Ir OR u.T[n:� o WROTE R IxPWr EpDI Im - as . TEAM w MEXw w109-O.N Prt.. ,77 BY DATE APPR iae SEATTLE N.T.S. xWMRnK "M ION/ION WDATUM w ERNE--] «m x xRN TDWE Nxwwn. PAD ME HYDRANT SMALL BE LMFY-ME EWK i0 pWA f-$tlp OR CdIPRE551W IVPE $VLN AS LLOIV KpA1L1CN: Y B N 92% MANFi vNPw ZINPIOn AM, AND WARAArs PACER N AWT WLLT Wm LENS $-1/.• war VALVE OMfnixnRAlo ::-i/rµ HOSE CONNECTIONS NATIONAL $iµpµp 1XRIDS .' PwPFR CONNECTION CITY OF SEAM MEAW NIX A SJORS P4APtpi. ' Ap X Y 111 ARMxEO YPtx t/B' SIAWIFEE S1fEL CPBLE 1-I/1 PENTAGON OPERATED HUL LIRE HyDRµi i0 BC PARRIED NM iWp COATS OF P>Mi. KELLY-MGpPE/PRFSERVAIM1E PANT Xo. 57e0-563 DM AUM1IL FOSS, SOSEYY YFLLOVI W AWROKD FOUK U4PEA CONNECTION N FACE ROµNAY W µ DIRECTED By REN1N1 EWE DEPARTMENT ENE HYDRANT E%1fN4W 10 BE USED 6 MWIMD u1x. HE TO 20' eDAxe exa GE WAR OR 13' BFNwO BACK OF 3 �IOE�wAu MAT s ADJACENT TO ABJS" X 5' $TWL ryq-pICLE MST IBM VALUE BOX WITH lU4 I rrP[ COMER. Eau TO MEANINGfaW Err COP51518" THICK COiLM1E PAID NKUNO NSLRµi. WISH i0 NAJOI NWwALK. STANDARD B. TOP $EC1Kx NM PE4ULµ BASF E WAH40N ASK AT SECTION LENGTH TO ili. VALES BUT EXTENSION2.� �BALrc OF SIDEWALK AS REQUIRED. fCON CAESE SCEWKrc RAISED PAH4EH7 4.LXI{FA tYPE tl-A W PLAxMG sMIP � snuswnR rM-wer BIII I ON A BY NN LUE ERECRE i.vn. ]5 MUI COVER GpMGMJE BLOCKING CONWEIE PUS! P1Wt MACH VM TEE, MYTH IN FLAKE SDE W1lEi, GTE VALK DEL K NJJ ANSEN C SW, MJNEHI SEAT B' OVCnIE INCH PARE CLASS 52 CEMENT USED. LENGTH 10 DI 1-3/f' CW-wll SIEft of RWS. xCpICNfTEEARxGWY 1/2 YARD 61-I/C' WIDENED MAN gOpl BLOCK UNDER HYDRANT' ABOL[ BCOI RAxE PLACE 8 MR. PMYEMtLEM flllt AROUND TOP AND SNfS Cf tltAWL FIRE HYDRANT ASSEMBLY '\1 LCVEL N.L fRpMO ESII KL 4AWXp j— NN ]' flNAl14 / MEN J. RADIUCUT S � O'IE Nµ RMg - I. - B cawER � wcRF PAD e' c TE �e FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY MD. PLAN - 2110.1 DEPARTMENT MARCH 201D OCITY OF RENTER Planning/Building/Public Works Dept. R-413619 INCOMPLIANCE WITH CITY OF RENTER STANDARDS I on DEVELOPMENT ENGINEERING I Nathan Janders Ob/25/2021 WATER UTILITY agafour05/25/2021 7TH STREET SHORT PLAT 1 O/30/2 CES NW JOB NO. 17234 u/e CITY OF RENTER STANDARD PLANS ,DP C19 19 2 O O O N u00 1.. TAPPING ILA SMKL E N�rs OF END IR � WEREW OR _ AANO DECKS Luu 9 "M is K TA E - SAN TIES NO EASE ON RAW TAPS r SuµLM Di OWrt�M CAST-IRON WATER I TAN lµ S U E AT 3,,R WE FRI MAIN. AD MY TO ON AMSTOS CEMENT LAE W SUR ENE NEE-TpO Of E WSNvc O� CT MUMON WATER MUMS W.J.K (ARE BY SPREER NNA HE S M.xMIT WALL ICAL gMNTT W UISIMO TRUCK M STAY AMID WALL ADD ARMY SHE I SSTTµRT UMP M[ Ew LINE AT THE SAME HORIZONTAL AND MEDICAL O�NT Of ME EVANS SURE 4 ON OTOE ES NO vKK W ONE I WK& fRIXEGIRu DIW WE MUM UNE III to, PUBLIC WORKS CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPING TEE a VALVE MARCH 2nI7 A A /1+LAN MEW \\//� VALVE BOX UD WM EARS IN DIRECTION ON WATER MAIN AND WORD WATER" CAST INTO IT 4" CONCRETE COLLAR FOR IOU' VALVES IN PAVED AREAS ETML 2 PIECE CAST IRON VALVE BOX, RICK-SEACNI TYPE OR OLYMMC MEMORY `y VALVE OPERATING NU LY EOPERATING NUTNOY JE[AERATNG MLr SSECEM A -ALL -A EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTDaMNS ARE REWIRED WHEN VALVE NUT IS MORE MAN THREE (3) FEET BELOW FINISHED MADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FONT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL. 42ED AS NOTED. AND PAINTED MM TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTIUIY MARKER VALVE MARKER MST TO BE USED FOR ALL MAIN UNE VALVES OUTSIDE PAVED AREAS 2' SQUARE GENERATING NUT / L 4-1/4" MA. 1/8 MN. THICKNESS _l" STEEL LENGTH AS REWIRED I/8' MIN. THICKNESS - 2-1/4' INSIDE MEASUREMENT III DRAW J w� T TII J JB I MIN, WIDTH �YMIM 62" VALVE MARKER POST - � PUBLIC WORKS VALVE BOX, MARKERS OPERATING M. REIN ma DEPARTMENT NUT EXTENSION MARCH 2O10 CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 4/B/2021 NO. REVISION '-I ^ � IENPoPµY 2" CJLV.WIZEp PIPE eH0 2• UlE VALK ' INSTALL 2. PLUG ON 1LP BUND FLANGE 3 Fi MEN. COVER (ID-IxLX OWAEIER AND MAILER) / AFTER FETNYgL CG Pq'YPIG A R MAV. COVER (iP-INCH DIAMETER PAID OVER) NEW WATER MAIN PoLYPIG O /' VERTICAL CROSS FOR POLYPIGGI NG STATIONME END SZE OF KID �rcs�x� E ME vrE Aa vzE a MMx uE OF (Ap55 NtM Y TAP d r RNPCPA9r RLPv-pif ASYMEr INFMMF aLM-6F 445FNflY AM NSWE E' MW µRP PEYWN OF A(WXG T0.Y-ILj ME Buxp iLw G ON BpWTOx M [bE4 K 9wMRox wp CPoSS Lni45 SxxL % RFMNLD FPCx SUMP OF MAMN CNMT ENM A®PUBLIC WORKS POLY PIG STATION FOR CLEANING OF �' PLAIN - 300.8 � DEPARTMENT WATER MAINS MARCH 2(1l0-EA0 + I ANN PUT UP SMI YES PUT NOTEI UPI NA SEA UP MOTIMI FOR AN LEARN THAN l��* R IFURAIL WALL 11-1/4' BEND 22-I/Y BEARD 45' BEND 1CC 90 BEND n WIN ) A a N laT MAN 9WM WALLWALLEOEiFAMMO By ME ExpmW. AND my a TOM S. MVN AFTER COMMON UPS M.WIED�W14 MCdMPs39W SIIg14S nw. ALL EWINPWALL E[�RDLS(I_„) PURL MT AKL ACT [ANDS [M ExODR Nll MIKE NOT TESTS A Nµp u Nam,.E[ AlzEss TO Imrs AM HMOs AAIE E ROAMED. PUBLIC WORKS CONCRETE BLOCKING FOR 819. PLAN - 890.E DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 'AIMF R[!SC IMRW M WTRETE AND DOMMW RPIIGK BD94 MpP�ILN IOU I? FW Rl: VP EM KW a T21/T qR R[ W M NIEMY I]�21/3' M �.MrR.a� NN. cmM FM NAIwAN Ea MAN IF, e=R w � ron M'0°iERMAN Ir OR u.T[n:� o WROTE R IxPWr EpDI Im - as . TEAM w MEXw w109-O.N Prt.. ,77 BY DATE APPR iae SEATTLE N.T.S. xWMRnK "M ION/ION WDATUM w ERNE--] «m x xRN TDWE Nxwwn. PAD ME HYDRANT SMALL BE LMFY-ME EWK i0 pWA f-$tlp OR CdIPRE551W IVPE $VLN AS LLOIV KpA1L1CN: Y B N 92% MANFi vNPw ZINPIOn AM, AND WARAArs PACER N AWT WLLT Wm LENS $-1/.• war VALVE OMfnixnRAlo ::-i/rµ HOSE CONNECTIONS NATIONAL $iµpµp 1XRIDS .' PwPFR CONNECTION CITY OF SEAM MEAW NIX A SJORS P4APtpi. ' Ap X Y 111 ARMxEO YPtx t/B' SIAWIFEE S1fEL CPBLE 1-I/1 PENTAGON OPERATED HUL LIRE HyDRµi i0 BC PARRIED NM iWp COATS OF P>Mi. KELLY-MGpPE/PRFSERVAIM1E PANT Xo. 57e0-563 DM AUM1IL FOSS, SOSEYY YFLLOVI W AWROKD FOUK U4PEA CONNECTION N FACE ROµNAY W µ DIRECTED By REN1N1 EWE DEPARTMENT ENE HYDRANT E%1fN4W 10 BE USED 6 MWIMD u1x. HE TO 20' eDAxe exa GE WAR OR 13' BFNwO BACK OF 3 �IOE�wAu MAT s ADJACENT TO ABJS" X 5' $TWL ryq-pICLE MST IBM VALUE BOX WITH lU4 I rrP[ COMER. Eau TO MEANINGfaW Err COP51518" THICK COiLM1E PAID NKUNO NSLRµi. WISH i0 NAJOI NWwALK. STANDARD B. TOP $EC1Kx NM PE4ULµ BASF E WAH40N ASK AT SECTION LENGTH TO ili. VALES BUT EXTENSION2.� �BALrc OF SIDEWALK AS REQUIRED. fCON CAESE SCEWKrc RAISED PAH4EH7 4.LXI{FA tYPE tl-A W PLAxMG sMIP � snuswnR rM-wer BIII I ON A BY NN LUE ERECRE i.vn. ]5 MUI COVER GpMGMJE BLOCKING CONWEIE PUS! P1Wt MACH VM TEE, MYTH IN FLAKE SDE W1lEi, GTE VALK DEL K NJJ ANSEN C SW, MJNEHI SEAT B' OVCnIE INCH PARE CLASS 52 CEMENT USED. LENGTH 10 DI 1-3/f' CW-wll SIEft of RWS. xCpICNfTEEARxGWY 1/2 YARD 61-I/C' WIDENED MAN gOpl BLOCK UNDER HYDRANT' ABOL[ BCOI RAxE PLACE 8 MR. PMYEMtLEM flllt AROUND TOP AND SNfS Cf tltAWL FIRE HYDRANT ASSEMBLY '\1 LCVEL N.L fRpMO ESII KL 4AWXp j— NN ]' flNAl14 / MEN J. RADIUCUT S � O'IE Nµ RMg - I. - B cawER � wcRF PAD e' c TE �e FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY MD. PLAN - 2110.1 DEPARTMENT MARCH 201D OCITY OF RENTER Planning/Building/Public Works Dept. R-413619 INCOMPLIANCE WITH CITY OF RENTER STANDARDS I on DEVELOPMENT ENGINEERING I Nathan Janders Ob/25/2021 WATER UTILITY agafour05/25/2021 7TH STREET SHORT PLAT 1 O/30/2 CES NW JOB NO. 17234 u/e CITY OF RENTER STANDARD PLANS ,DP C19 19 2 O O O N u00 VALVE OPERATION NUT EXTENSION NOTE: EXTDaMNS ARE REWIRED WHEN VALVE NUT IS MORE MAN THREE (3) FEET BELOW FINISHED MADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FONT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL. 42ED AS NOTED. AND PAINTED MM TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTIUIY MARKER VALVE MARKER MST TO BE USED FOR ALL MAIN UNE VALVES OUTSIDE PAVED AREAS 2' SQUARE GENERATING NUT / L 4-1/4" MA. 1/8 MN. THICKNESS _l" STEEL LENGTH AS REWIRED I/8' MIN. THICKNESS - 2-1/4' INSIDE MEASUREMENT III DRAW J w� T TII J JB I MIN, WIDTH �YMIM 62" VALVE MARKER POST - � PUBLIC WORKS VALVE BOX, MARKERS OPERATING M. REIN ma DEPARTMENT NUT EXTENSION MARCH 2O10 CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 4/B/2021 NO. REVISION '-I ^ � IENPoPµY 2" CJLV.WIZEp PIPE eH0 2• UlE VALK ' INSTALL 2. PLUG ON 1LP BUND FLANGE 3 Fi MEN. COVER (ID-IxLX OWAEIER AND MAILER) / AFTER FETNYgL CG Pq'YPIG A R MAV. COVER (iP-INCH DIAMETER PAID OVER) NEW WATER MAIN PoLYPIG O /' VERTICAL CROSS FOR POLYPIGGI NG STATIONME END SZE OF KID �rcs�x� E ME vrE Aa vzE a MMx uE OF (Ap55 NtM Y TAP d r RNPCPA9r RLPv-pif ASYMEr INFMMF aLM-6F 445FNflY AM NSWE E' MW µRP PEYWN OF A(WXG T0.Y-ILj ME Buxp iLw G ON BpWTOx M [bE4 K 9wMRox wp CPoSS Lni45 SxxL % RFMNLD FPCx SUMP OF MAMN CNMT ENM A®PUBLIC WORKS POLY PIG STATION FOR CLEANING OF �' PLAIN - 300.8 � DEPARTMENT WATER MAINS MARCH 2(1l0-EA0 + I ANN PUT UP SMI YES PUT NOTEI UPI NA SEA UP MOTIMI FOR AN LEARN THAN l��* R IFURAIL WALL 11-1/4' BEND 22-I/Y BEARD 45' BEND 1CC 90 BEND n WIN ) A a N laT MAN 9WM WALLWALLEOEiFAMMO By ME ExpmW. AND my a TOM S. MVN AFTER COMMON UPS M.WIED�W14 MCdMPs39W SIIg14S nw. ALL EWINPWALL E[�RDLS(I_„) PURL MT AKL ACT [ANDS [M ExODR Nll MIKE NOT TESTS A Nµp u Nam,.E[ AlzEss TO Imrs AM HMOs AAIE E ROAMED. PUBLIC WORKS CONCRETE BLOCKING FOR 819. PLAN - 890.E DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 'AIMF R[!SC IMRW M WTRETE AND DOMMW RPIIGK BD94 MpP�ILN IOU I? FW Rl: VP EM KW a T21/T qR R[ W M NIEMY I]�21/3' M �.MrR.a� NN. cmM FM NAIwAN Ea MAN IF, e=R w � ron M'0°iERMAN Ir OR u.T[n:� o WROTE R IxPWr EpDI Im - as . TEAM w MEXw w109-O.N Prt.. ,77 BY DATE APPR iae SEATTLE N.T.S. xWMRnK "M ION/ION WDATUM w ERNE--] «m x xRN TDWE Nxwwn. PAD ME HYDRANT SMALL BE LMFY-ME EWK i0 pWA f-$tlp OR CdIPRE551W IVPE $VLN AS LLOIV KpA1L1CN: Y B N 92% MANFi vNPw ZINPIOn AM, AND WARAArs PACER N AWT WLLT Wm LENS $-1/.• war VALVE OMfnixnRAlo ::-i/rµ HOSE CONNECTIONS NATIONAL $iµpµp 1XRIDS .' PwPFR CONNECTION CITY OF SEAM MEAW NIX A SJORS P4APtpi. ' Ap X Y 111 ARMxEO YPtx t/B' SIAWIFEE S1fEL CPBLE 1-I/1 PENTAGON OPERATED HUL LIRE HyDRµi i0 BC PARRIED NM iWp COATS OF P>Mi. KELLY-MGpPE/PRFSERVAIM1E PANT Xo. 57e0-563 DM AUM1IL FOSS, SOSEYY YFLLOVI W AWROKD FOUK U4PEA CONNECTION N FACE ROµNAY W µ DIRECTED By REN1N1 EWE DEPARTMENT ENE HYDRANT E%1fN4W 10 BE USED 6 MWIMD u1x. HE TO 20' eDAxe exa GE WAR OR 13' BFNwO BACK OF 3 �IOE�wAu MAT s ADJACENT TO ABJS" X 5' $TWL ryq-pICLE MST IBM VALUE BOX WITH lU4 I rrP[ COMER. Eau TO MEANINGfaW Err COP51518" THICK COiLM1E PAID NKUNO NSLRµi. WISH i0 NAJOI NWwALK. STANDARD B. TOP $EC1Kx NM PE4ULµ BASF E WAH40N ASK AT SECTION LENGTH TO ili. VALES BUT EXTENSION2.� �BALrc OF SIDEWALK AS REQUIRED. fCON CAESE SCEWKrc RAISED PAH4EH7 4.LXI{FA tYPE tl-A W PLAxMG sMIP � snuswnR rM-wer BIII I ON A BY NN LUE ERECRE i.vn. ]5 MUI COVER GpMGMJE BLOCKING CONWEIE PUS! P1Wt MACH VM TEE, MYTH IN FLAKE SDE W1lEi, GTE VALK DEL K NJJ ANSEN C SW, MJNEHI SEAT B' OVCnIE INCH PARE CLASS 52 CEMENT USED. LENGTH 10 DI 1-3/f' CW-wll SIEft of RWS. xCpICNfTEEARxGWY 1/2 YARD 61-I/C' WIDENED MAN gOpl BLOCK UNDER HYDRANT' ABOL[ BCOI RAxE PLACE 8 MR. PMYEMtLEM flllt AROUND TOP AND SNfS Cf tltAWL FIRE HYDRANT ASSEMBLY '\1 LCVEL N.L fRpMO ESII KL 4AWXp j— NN ]' flNAl14 / MEN J. RADIUCUT S � O'IE Nµ RMg - I. - B cawER � wcRF PAD e' c TE �e FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY MD. PLAN - 2110.1 DEPARTMENT MARCH 201D OCITY OF RENTER Planning/Building/Public Works Dept. R-413619 INCOMPLIANCE WITH CITY OF RENTER STANDARDS I on DEVELOPMENT ENGINEERING I Nathan Janders Ob/25/2021 WATER UTILITY agafour05/25/2021 7TH STREET SHORT PLAT 1 O/30/2 CES NW JOB NO. 17234 u/e CITY OF RENTER STANDARD PLANS ,DP C19 19 2 O O O N u00 ,77 BY DATE APPR iae SEATTLE N.T.S. xWMRnK "M ION/ION WDATUM w ERNE--] «m x xRN TDWE Nxwwn. PAD ME HYDRANT SMALL BE LMFY-ME EWK i0 pWA f-$tlp OR CdIPRE551W IVPE $VLN AS LLOIV KpA1L1CN: Y B N 92% MANFi vNPw ZINPIOn AM, AND WARAArs PACER N AWT WLLT Wm LENS $-1/.• war VALVE OMfnixnRAlo ::-i/rµ HOSE CONNECTIONS NATIONAL $iµpµp 1XRIDS .' PwPFR CONNECTION CITY OF SEAM MEAW NIX A SJORS P4APtpi. ' Ap X Y 111 ARMxEO YPtx t/B' SIAWIFEE S1fEL CPBLE 1-I/1 PENTAGON OPERATED HUL LIRE HyDRµi i0 BC PARRIED NM iWp COATS OF P>Mi. KELLY-MGpPE/PRFSERVAIM1E PANT Xo. 57e0-563 DM AUM1IL FOSS, SOSEYY YFLLOVI W AWROKD FOUK U4PEA CONNECTION N FACE ROµNAY W µ DIRECTED By REN1N1 EWE DEPARTMENT ENE HYDRANT E%1fN4W 10 BE USED 6 MWIMD u1x. HE TO 20' eDAxe exa GE WAR OR 13' BFNwO BACK OF 3 �IOE�wAu MAT s ADJACENT TO ABJS" X 5' $TWL ryq-pICLE MST IBM VALUE BOX WITH lU4 I rrP[ COMER. Eau TO MEANINGfaW Err COP51518" THICK COiLM1E PAID NKUNO NSLRµi. WISH i0 NAJOI NWwALK. STANDARD B. TOP $EC1Kx NM PE4ULµ BASF E WAH40N ASK AT SECTION LENGTH TO ili. VALES BUT EXTENSION2.� �BALrc OF SIDEWALK AS REQUIRED. fCON CAESE SCEWKrc RAISED PAH4EH7 4.LXI{FA tYPE tl-A W PLAxMG sMIP � snuswnR rM-wer BIII I ON A BY NN LUE ERECRE i.vn. ]5 MUI COVER GpMGMJE BLOCKING CONWEIE PUS! P1Wt MACH VM TEE, MYTH IN FLAKE SDE W1lEi, GTE VALK DEL K NJJ ANSEN C SW, MJNEHI SEAT B' OVCnIE INCH PARE CLASS 52 CEMENT USED. LENGTH 10 DI 1-3/f' CW-wll SIEft of RWS. xCpICNfTEEARxGWY 1/2 YARD 61-I/C' WIDENED MAN gOpl BLOCK UNDER HYDRANT' ABOL[ BCOI RAxE PLACE 8 MR. PMYEMtLEM flllt AROUND TOP AND SNfS Cf tltAWL FIRE HYDRANT ASSEMBLY '\1 LCVEL N.L fRpMO ESII KL 4AWXp j— NN ]' flNAl14 / MEN J. RADIUCUT S � O'IE Nµ RMg - I. - B cawER � wcRF PAD e' c TE �e FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY MD. PLAN - 2110.1 DEPARTMENT MARCH 201D OCITY OF RENTER Planning/Building/Public Works Dept. R-413619 INCOMPLIANCE WITH CITY OF RENTER STANDARDS I on DEVELOPMENT ENGINEERING I Nathan Janders Ob/25/2021 WATER UTILITY agafour05/25/2021 7TH STREET SHORT PLAT 1 O/30/2 CES NW JOB NO. 17234 u/e CITY OF RENTER STANDARD PLANS ,DP C19 19 2 O O O N u00 WATER MAIN IF ADDITION& ADJUSTMENT IS REQUIRED, INSTALL 2-2* CLOGS NIPPLE AND 2-2. 90BEND, SCREWED 2- CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER HCz I r-�MUSI R OR CAST IRON BOX IN I++.1.; OR COMMIT AREA& 3. 0.05E NIPPLE 2- g0' 0.BOW 2. 111 ELBl 2• G&VANREp %PE AS REONREO CMMCIE BLOCKING PLAN TWO PIFCF CAST OECD! VAN K EWAL TO OLYMPIC FOMMV STANDARD 8- TOP SECTOR, MTH REGULAR BASE SECTION IExGTN To TIT, 2• RESUENT SEATED GATE VALVE, SCREWED - VALVE NUT EXTENSION AS REWIRED (SEE DWG BRAS / PAGE 8090) r GRC W LIME BETWEEN CAP OR PLUG _ AND z- 90'EIBOW <8s� INSTALL ♦ 101. WASHE POYE OWE �4AN. ° PLASTIC COVER DEER SHOWED go aeppPogg CNAYEI. CUT HONE FOR PIPE �•.,°J 10 W, FT WASHED DRAEEL PASSING 1-1/2- AND RETAINED ON lyNA MESH FOR DRAIN FI FVATION PUBLIC WORKS I 2- BLOW -OFF DEFARTIUME PERMANENTASSEMBLY 2 I/2• ME (HOGS) AND 2 1fir FNSr CAP MM GASKET SIDEWALK xl ILL AND 2 CAP 2- 0.05E NIPPLE BEWfEEN THE AND 90'ELBOW. 2. 90' ELBOW SM. Pl - 3401 MARCH 2O10 OW. AW. 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THE MUM OF WORT( IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SMCIFtGT10NS ON WEEKDAYS UNLESS OTHERWISE APPRWED IN POUTING BY THE PUBLIC WORKS OEPM MEM. AN AWRWED TRAF%C CONTR0. PLAIN MST BE OBTAINED PRI OR TO BECITIM NO ANY WORK WITHIN THE PUBLIC RIGHTdF-WAY. R. COIIMCTOR IS SOLELY RESPONSIBLE FOR THE MANS, METHODS AND SEQUENCES OF CCNSTIIUCINNN AND FOR THIS SAFETY OFwdiMESE AM D OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE W I-Ol STATE AND FEDERAL RE W IIREMENM. 8. ALL LOCATKnq OF STIW UTILITIES 51 ME APgw lWK NKI IT L BE THE GpYIIMGfgfS RESPONSIBNn TO VERIFY THE TRUE AND CORRECT tOGnON 3O AS TOaVCO DAMAGE 011 D9TIA&WCE THE COHRA M 8HM1 OBTAIN A DIG TICKET INACWROONCE WITH ROW I9.122 A MWIMIM OFT BUS IMW WVS PRIOR TO STARTING ANY EXCAVATION. THE CCMN&TDI SNAP HAVE A L OF THE DIG TICKET p1511 A Al KL VMS. BACIRFIU SNAIL BE MACED EQUALLY ON BOAR CODES OF THE PICK W UYMS WITH A DO05E AVERAGE DEPTH OF 12-IWKS, ARAM WMEN WORRIES, THOIWGIILY WMPACLING EACH UVFR TO 96 PHKENT OF MAXIWM DENSITY. TW9E COLiA D LAYERS MSL EXTEND FOR MORE PIPE DIAMETER CN EACH SIM OF THE EWIV TOTXESIDE OFTIET LFI.IMTFMALS TO Cp.IPLEI19I RLLOVERTW PIPE SNPIL BE EWIVKENTi0SRMIRVNGRAEELFOR TREN SACKFXI(&W.184 B. DUGI VIA SEWERPSW,H BE Q rHk"l AP1PMYEIPJCTRUBBER GPSI(ETEOASIMDNSR,9di 35. Di DucTIM IRONCPAs MKS WALL edE DECI EDUNDED BY MECITY. 8. UNLESS SEWERPIPESSHMLNOi HE DECIDED UNDER MY STRUCTURE LOED UNDER BVEON0FWN NWAL ETC.) BUILDING ROVEDBVTHEDTY.IFMI OF SEW ER ISTOES LCGTEDUNOAMMIDANY SA MIMMU OF5F BUILDING RECREATION. OUNCE FTCA ITSNN RE NINSS IN A SIEELCEDING TIATE%IFNDSA EMINE OFSFEET OUTSIDEOF&VO STNKNRE STEELGSMGSSXMLBEOEDGHED BYATHICK ESSA ENGINEER OFHSED INMESTATE OF TO ANINGIDNMOBNKL HAVE 161NCHMIxIMUM WALLWHILE MAIN ANINGM BE OF SOFFICIERECOMMENDED THEO SIONM NF BMITARYBBNLEER PIPEWL COMING OMIN NT MCLEPRANLEB AS RSTALLE NO THE TIEGBWENERPIPEATO AC OWNERS BAT PL IM ADD DATE SUPACFA TO MO BE INETKLE(ION THESWCAESARS ERPIPEATOISTNNCES W PRMREALEWATESUPPORT TO PREVEM SAGGING. ROM) ) CR OF IMS FOR SCROLL BE SEARED WITH W ISTING TRA FLEXIBLE END SHALL LLS t0. OPENLUrD WINCRUSHEDSURF SURFACING IXI ET TS PE IFICANO CHO I VMSXKLBE COMPA IDE WIN NEDWRFACING D BY T AGGREGATE IW800T SPECIFMATKM SN9131 ARO MEGVNICNLT LLL IMPS FO UN.ESSOTXERWISS ALL BE LDBYTXE Lltt. 11. ALL FIPEANJ SAND EWMCESTIONOF UIDWA DTHE0. PPFJMEDFW THE WS TAIL ASTAND RDS ITH ME STAN04w3 MO SPECIFICATION N OF ME CT'AND THE LATEST E KW OF THE WSOOTIppWA STANDARDS AND $PECIFIGTKMISS L HAVEN ADS MCESCHA BYTHE CIT OF TIEF CHSTMpMO THE TA SPECIFICATIFOUNDATION W.Tl TOA INDUCE MADESOVIIT WE OF THEENGTH OF DRMETOP OF THE ON A UNTIM1MTM TOAVNPOiMGARDESO TARTARSENTIRELENGMOF MI WILL BE SUP FLAM 0n A DMFMAEr WNDE.IRWIetolnc BASE TITS eeodne sIMLL IE M AWOImNEFwrtx srA1W2Ag014ry ws. 12. ALL Cl FOR SEFDEOMIDMLDIEDOR01HE0.W19E BTPBN12m TO AFTER THFACTIM OF MECMFOR lNE PREVEMIM IN EROSIMBOTH DIIXMGCW CWAANDA1ER ME CMRETIpR6Cd18TRIPRMM ACCITYOF WITX THE HAR C SURFACEWWATEROE61GHM SIO 13, ME Cd1YMCTORSOE P0.MN AND OFRFNTM WTMA!RECORD JAWING OF THE OR TIES NEED SYSTEM TONAL HAS OEM STAMPEDMD9L'M£DBYAIN:FNSEO PROFF$$ICNK ENOINFER OR LICENSED vROFFssK»ML SIWMFYM. ® nAx-a21 PUBUCWCRM WASTEWATER UTILITY SIGN DEPAPARTMENT STANDARD NOTES GAZ 9/11/2019 I IEMGT o 0 IN L vacl a °° E W W S yp e p0 I50 0 90 150 100 S 2b 00 ME BO ON 450 LONG 0 6 5p ION tb 0 5 3a No ADD v EN ME y D 4 I F I30 W� d NO i W n SPo - {M ao mwFWRE MAW V PIKb = BE PEE TO 4.0 P.s.LG ALL a PPE WIMP NUT A 41xww AN M 2 Mill FDA STMIINnm MCI MRESSURE TEST d AO PSI.Q FDIC MNUM M. S MMIM TO WMME M PRESAME M M LOSS OF XA591RE. Md E ICE A LOa AT o P.Sb. LF PREs9lRE MGM ME TIME OF TE LW LP L 3l PSm. TO25PSI.G. ALLWTKUM THAN ME DE SHOW GET ITS I90N TARES AIR TEST TABLE M'�x'� G� PUBLIC WORKS ® I LOW PRESSURE) 7C DEPARTMENT 9/11/2019 I FOR SANITARY SEWER$ gI 61N. AMETER RFE o w 1W 1so zW z3o Sao Ssp ♦po Iso 5m 0 80 IN RM TB J96 4]6 538 BST eB0 6B0 IN 22a Np NO AR SJe 818 896 T1 JW ]RIB Im NO HO 520 600 6]8 ]b ]H )M )M ]2B w♦ m0 500 880 ]♦0 )W ]]2 ]6t ]58 Jw JM Y♦ aN ]2a BW BOB ]9fi ]aB ]0a ]JJ ]8{ ]6a IO{ )B. 0.N BM tlID IXItl BOLD ]9T Ttl. ]]a ]]3 BN aB0 B00 fiN BSR 620 MB BDc ]ex )m )Ba Atl BN 88B BST &0 BR8 BTa BOB BOLL ]B8 )BB 9oa em an 656 al eJe BZI ale eoa eN ]9s am eea 0]B eeD Bsz ew aJz azt ele wa eDt SECOND$ 8 IH. DIAMETER 8 IH. DIAMETER PIPE ICAO 150 XO 250 J00 .J50 w] AS 00 0 80 180 2M 316 398 1>6 S% e]z eB] 880 2EI ]IRO NO IRA BOB 816 888 )88 XO ]53 ]N MO SRO 8C0 8]fi ]50 BW 810 B2B BIT 801 ]92 q0 ]w NO 890 9J1 909 B9B BSB e58 8w eY MO 990 1028 99z B6♦ 9w 920 90D ED9 B)2 860 11W RCM ION 1012 BBe 9N 9N 92B 912 BOX) BBB 11]3 1092 IOSB TOM IWI BM 984 9N B]$ 9m 908 t13P tW0 tC80 tW0 tMB 998 NO 981 9N 9J8 0P1 IIJP 1100 10]B to82 IOTA IOpB 991 9]8 981 952 9w 111P TIN 1080 I058 10% IORO I001 OM 0]8 STIR ON mE sEcaxos B IN. OIAYEWfl IrNE 0 50 1W ISO Xq R50 JW SSD wp Im SW 0 GO 180 RN JIB ]% w0 SN WR BB8 800 ]IB ]BB IN 458 BM ]12 Bl1 018 p0I 8N J92 832 nR JAR 8]R BSR 9B{ B02 BRB WIB eBB 0]0 B5R tORB I1Po 11J2 l0Y IOSR IORO B32 9)R 95R 9J0 1R60 12M \RN II]8 113R I1C0 1000 1M4 10M 1BW 9& 1]80 1]dI 1RN 1RM I181 It}R TIN IDw IRA Imb 10]0 IJ80 1H10 1R04 1RR4 119R 1100 I1JT IIOB 1000 1C80 1Po2 +xo me IRJB Izw IRA nw nsB nsz mz loge l0]5 1J00 1R0 IR04 125R 1R21 RW 11 ]8 1152 IIR nl6 11Po 1b0 RJR♦ @9R 1R81 tPb IE2 I1 BP IIBa 115P II]R IT6 THE 4Cd105Wo e IN. wMETMR %PE 0 50 IOJ 1'A HN R50 SARI J50 {W NO 503 0 BD I60 RJB JIB JAB 1]8 SSB BJx Bm BW s9J 6M 55z )]R BIR 892 9]2 9♦0 9N 9d1 BBI 1wB TIN 1 2a 1 N 1182 Il♦♦ 11M 10 N 1 RIBA ISEA 1404 IwB 13N 1P92 1218 1208 11]2 11N 1118 t]LO IBm 19x Ibt 1trP IXO 1]IB IxBO tTw 1x18 119T 1]w IeN IS80150I luz Itp9 1Je6 Inz 1V1t Ix]x IxN 1]W 10.M ISm 1$Sz 1♦91 MN Iwa 13]e ISII ln6 129z DW 18It 1590 1552 19R L]R RHO IIpB IXO 1352 U2B 1]CO IBSz I600 1598 153R HB6 1161 tAX Ib8 1]M I360 ITM IB% 1 e 15w 15H t5ta lyR 1 N HJ2 1 ISSe TIME SECONDS �glcx 4, 13"ego eB, CALL 48 HOURS BEFORE YOU DIG FN gBgXO /OVAL W'Y DIAL 811 4/26/2021 REVISION - W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEVER PIPE �L O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE BDIIS I. PRONCf UNIFORM SUPPORT UNDER BARREL. 2. NAND TAMP UNDER HAUNCHES COMPACT3. MPACi MEETING MATERIAL TO 95% MAX. DENSITY E%CEPT OLV RECT OVER PIPE. HARD TAMP ONLY. A. ItINSTAWTIM SHAM BE PER SECTION]-W OF ME STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTOR 9-0].12(])' OF THE STANDARD SPECIFlCATdS OR PEA GRAEEL 6. PIPE MUST BE ACCORDING IN SUCHA MANNER AS TO dsuRE ROW LINE IS 4NNTAINEO. ]. VERNONWON WALL BE PER SECTIONT-08.4 OF THE STANDARD SPEdFICATIONS. ®sm Tux -Kos vUBOCwORKS PIPE BEDDING DEPARTMENTFOR SANITARY SEWERS GAZ 9/11/2019 An VMM DSrMCE BEIMFEN SPACERS SHALL BE 6 FEET W CENTER. SEEM.BOAR ENDS OF CASING WIN YAMIPALTMm RUBBER SENIXE DEVICE. YCCfL W BY PPGIHE SEALh MSL'LAiOR OPLACE EAND SPACES R MPROND EQUAL- 4 OF 12^fRg1 END CE CODING HL (r1 ONE SPACER SOUL eE PLACED W ME SOVIETDO OF EACH SECMNi AT M UHF YMMNC THE LIMIT OF WSERRM INTO ME BELL. MIEN THE JOWT IS LAIPIEIE ME SPACES G1ALL BE W CONTACT WIN THE MLL OF THE "I 50 THAT ME WAGES PUSHES THE JDNi MO RELIEWS COMPRESSIONINI TH E JIXNi. $1F6 PIPE CASES (MAIL PIPE) OR OUCTIF ISM. USE R STAINLESS STEEL NDY CLAMPS TO BEGUN MINORYK (I W r.MRlm PICK AM 1 ON CASING AMC).CARBON PONE NOTES: I. CASING WALFgS SXYI BE'CWiFA P091TdIWG' 119E CASCKf WAIENRdINS YFO OR APPROHD EWK. 2 MINIMUM RLNVER WDM SHALL BE 3 INCHES. ]. PUNIER HEIGHT SHALL BE STIED TO PRSRDE: A. MIMMUY 0.75' BEIMEEN CONSIST PIPE BELL M'D CASING RFE WALL AT ALL IMES. B. YIMMM I' CLEARANCE DEi/.EEN RUDDIER$ AND THE Q "SWISS 'A.RLL i0 P12ONT JA4MIxL WPoNG MSTAWMXN. 1. STEEL CASNG DIAMETERS ARE -W140E dAYET:fl- FOR I6' ANp IMLEA. 5. MAKER HMO WOM 91KL M 12' EGA CMMER WPES THAT PRf 36' OIAYEIFA BE d2ARA, fi. fµ CARRIER RPES EXO3dHG IY IN OIMET:R. EASED dAYEIER MO TfpME55 SXALL BE DERMED BY FNCWEER. TRH STEEL cA4xG rxONW WILT-ATU[D ANT-WRPOS`h CDATHO ON CASING CXRTMR CMEg1YING TO AWWA ND PRODUCT SXKL BE TIfJ1EC MI -BAND ME-iM HOMES {WI-413 OF APPROVED EQUALu1xIMUY connNc nnLMlEss sxul BE 16 MKS dT. e. stEa u9ncs SNMt EXTEND A ulxduu OF s FEET eEraxp Axr waus DR srWrnlREs 9. PRIVATE LA2u _ WtT GANG SPACERS ANOT REWIRED AS LNG AS ME U1FAK CARXIfP %FE DOES NOT NAVE FETL$ THAT WLL MMM ME LENGTH OF ME CAEINL. ENO SEALS ARE RfWIRFO FOR ALL UTRAL GSWG %PES Osm Aux-IB11 vuaucwORxs CASING PIPE DEvngiMExr FOR MAIN LINES III LATERALS GAZ g/W2019 I CARRIER PIPE OIMEIER 4- IT HE 10' 12- CAC DIAMETER (PVSH-OR AWHT CARPId PIPE Io' IY 14' M' 2Y S1EFL CA9xC MICKNE95 ON. 0.25' Dell 0.25' 03S' SPACER BARD EAGER BE S. e• e' A. Wim NIZ MCI Wilis l MAGil Y BY DATE I APPR Fee � N.T.S. "w':onW, �DATUM fc9[ MALE W�1�W P W Pdtt, u_E.. LEpM AS S_r b r YYFR SRY NIUPE r $LE BORER / a r II � l \�. s'sN0 Y.1KKWO KGI PNNRD F' CM ]E wM ME KM'YMN SIFNLBFD Wru uM ]¢ N BE nz � � savuX I � wiPPEo ARaAd mu u°ro wqF I I% taTdem w rr rro OF ME B I caM9w (IMJ I_�_L-_.___ M0. enz J I6 6'XB'x8' 4WfAM [IFINWi wM GB] xp RNe I)q COwA IWSOAYDM P[x '.NwxS PRCEVL] K. WM]90T WIco WK SKLssv YMA' W WX CfYNW] m W ¢x1FPm M A Yu' cwC1EIE PM. I ttIXwER PID 10 M 3' M MYTH. i 1 -- N azxo As � REWWED rnM swrur -g M°]Px XAX wx Ma% `NIM2 C ACE SEtTI �t 3XER SILfi 6Yb'XP' XlE \NTWE P'1 {" FmYmT SEW Yux 9S z r 2E A Nl]RIEO GY YNX - OUT W A XEW PZC'TEXT Y9Nc'S1RML-YAGx' ilEp9L CWRWi6 (TANLO M APRPID LWM) IN CWAS Yux - Wi IN A XEY PVc'1tL' V911c YMWIc-eta NEARS CCY9LWG5 (RNILO OR APRNND FW4). c PVC .c200 PVC. Yux- MOVIEMuwwR OCOW. I NTOFF-Nwlm wM.XWm s.mu IWN AFANOO vol D. OIILIXE Wax MAN - ma-oRMJn MM A Irouw swu NO MPROEm FWK) C VNEe MAIN - �rOM TO MIAMI III THAT HAW MCI 5)FtlN:-XAtx' NEI®E WXIPIMLd (RPMLV W WA%pOOv EWN)W IN. Itc •RE• uvG P. XO% - 6PE-LPYm MM A XWAC SwDE'xSdiA-TEE' MAY BE VYe W SEW YAWS IR' d.WE1FA LA LM¢P. G uANxiF 6NXEc11M - ALL CWMCTWW To YNMgEL SMNL BE AT YM'VPACNPEO AMCIX-WTI A TIE SIFUCNK RY♦L IN wu-vMNED. JMW-MKR xpxVf MQM1K `xW MAIN RAIL AIIESS OMERMSE SxOw ON PAX. SI[C YXd 91ALL MAW A WXwtll 25' VJYW M Att YK OR ]-E' l4W THAN THE mF.FS] MWSE f1EVAMM. XMWEW IS LOW. O SIDE SEWER STUB �•�'4�•1 vuellCwORES INSTALLATION DEPARTMENT GAZ 9/11/2019 I (SEWER MAIN TO PROPERTY LINE) OCITY OF RENTON Planning/Building/Public Works Dept. 00 S-413602 R-413620 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 91 WASTEWATER UTILITY W`Y"�'"1Janders`wl XINMIw 05/25/2021 "I.11xM Ann Fowler 06/02/2021 � Nathan 7TH STREET SHORT PLAT 1( CES NW JOB NO. 17234 NSW CITY OF RENTON STANDARD PLANS O O O O O NCc Ln O O O Q J MO LL Q J EL Cn w w H M V N a NE 7TH ST RMC 4-8-120D.12 RMC 44070F.1, 2.. STREET TREES °Os 1 PER LOT 4 & GROUNDCOVER TO BE ADJUSTED FOR UTILITIES UNDER POWER LINES LOT 1 801110130 RMC 44-070F.1, 2 AND RMC 44-070H.1. I STREET FRONTAGE LANDSCAPING REQUIRED: TEN FEET (10') OF ON -SITE LANDSCAPING IS REQUIRED ALONG ALL PUBLIC STREET FRONTAGES. WITH THE EXCEPTION OF AREAS FOR REQUIRED WALKWAYS AND DRIVEWAYS AND THOSE ZONES WITH BUILDING SETBACKS _ + — LESS THAN TEN FEET (10'). IN THOSE CASES, TEN FEET (10') OF LANDSCAPING SHALL BE LI_I REQUIRED WHERE BUILDINGS ARE NOT LOCATED. STREET FRONTAGE LANDSCAPING BUFFER: Z SUCH LANDSCAPING SHALL INCLUDE A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER AS APPROVED BY THE DEPARTMENT OF J a COMMUNITY AND ECONOMIC DEVELOPMENT. LOT 2 801110131 LEE! Iv LLJ I 12 RETAINING WALL SEE CIVIL PLANS FOR WALL ELEVATIONS LOT 3 801110132 CB RIM 397.46 / IS 395.15 12" PVC S. I � NE 6TH CT — — — _ _ _ — — 1 RIM 397.31 IF 391.48 CTR CHANNEL, HE 394,76 12" PVC N. 8" PVC N, W & E IS 392,62 12" ADS W. IS 393,45 6" PVC S. LOT 4 801110133 �. T CA __—____� III LOT 1 _ 6,010 SF I I I I I I 80111001135 LOT 2 1 08 SF ~� I I I I I I p I I I m I I OT 3 I 8, 48 SF I I I I I I I I I I I I I L LANDSCAPE PLAN CALL 48 HOURS BEFORE YOU DIG 2 DIAL 811 1 NO. i 9129:37'M) _ \l �lL �/ \\91129'42"(Rl) q l N00'10'39"W ON LOT TREES PLANT LEGEND 30.00' 30' SYMBOL CITY DESCRIPTION SIZE SYMBOL QTY DESCRIPTION SIZE J KINNICKINNICK GROUND COVER, TYP. T 4' 1 sryaanesece 2- Cal Min. Japanese SnwNrap tree Wdl Formed i 2 Cemiscamtlensls'8urqurdy Hears' 2"Cal. Min. Bargl Hears Fall Well Ernst ALL EXISTING T 2 Corpus knees 7Bar con. TREES T SITE8 Flmvering oogwvotl MalForlratl T FRONTAGE ] Axrgrlsseum 11R Repli Min. PERARORIST - T Paperberk Maple Well Fomatl PERAR BY REPORT -BV OTHERS O 2 Junipaus s.'SkyTook" 9Ht. Min. B Piceaommika Wei Forin' Columnar skyrocket Juniper Well famed 9erbon Spruce WNI Formed j T13 15 Than pliraW'Exei 6'HT. Min. 7 Excess Oscar Wei famM T�6 1 Acer palmatum'Sumi Nagashi' YCel.l B'HI.Min. LOT Sumi Nagashi Red Mark IrreresAng Farm DEC. 2" TREEVERGRREDPER ARBORIST REPORT 4 PdHappykdmsa'Happyuse' 2Gal. DEC. 2" CAL., EVERGREEN 6' HT. $3 Happy Fare YNlow Cingcebil 3 TsugaxSWentii 6'M Min. (f �� 2 Rerisl/Wbemef 5Gal. 8'WIDE LANDSCAPE BUFFER SarynYSWcepirg Hemloh d /SS Caveat Ury of me Valley Shrub WITH TREES,SHRUBS AND ��a GROUNDCOVER 3 Thule plicas'Forwer Gol Be. Rift Min. g� 1 1/2" CAL. TREES @ 30' OC MAX. Forever Goldk Cetlar Well Formed 9a9° x 17 Napkins Stameineavelyear c 'Guff eam 2Gal. $c GUH Scream Heavenly Bambro $% 18 Calanagrostis acul 2GalINS O1- Karl Forester Grass OS .. a 19 Rudbeckla all 'pre Gall 2Gal title Goldstar Black Eyed Susan 14 = Arctostophyllus Lee umi'Massachuselis' 1 Gal. 8011100140 0°o Kinnickinnick @ 24" OC Triangular Spacing ARBORIST REPORT BY OTHERS: NATIVE �LOT 2- 6 TREES REQUIRED PER ARBORIST REPORT ABC CONSULTING ARBORIST LLC O 10 Landscape Boulder - Columbia Basalt DEC. 2" CAL., EVERGREEN V HT. Daniel J. Maple / A.B.C. Consulting Arbonsts, LLC Ledge Slone or faceted rock (2 Man) Email: Daniel@AbcArborist.Com Cell Phone: (509) 953-0293 approx 24 inches x 36 inches place fiat on grade and cover bottom LOT 3 -12 TREES REQUIRED PER ARBORIST REPORT 2"J' with mulch DEC. 2" CAL., EVERGREEN 61 I GRAPHIC SCALE IN FEET ) 1 Loch = 20 ft. LO O O O Cry Q J DO 7 O O O Ir 97 F. AREAS REQUIRED TO BE LANDSCAPED: 1. Street Frontage Landscaping Required: Ten feet (10') of on -site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet (10'). In those cases, ten feet If 0') of landscaping shall be required where buildings are not located. 2. Street Trees and Landscaping Requlred Will In the Rlghtof-Way on Public Streets: Minimum planing strip widths between the curb and sidewalk are established according to the street development standards of RMC 4 060. Street trees and, at a minimum, groundcover per subsection L2 of this Section shall be planted within planting strips pursuant to the following standards, provided there shall be a minimum of one street tree planted per lot. a. Trees shall be selected from the City's Approved Street Tree List based on the width of the planting strip and the presence or lack of overhead power lines; provided, the Administrator and City arborist shall each retain the right to reject any proposed wiltivar regardless of whether or not the cultivar is on the City's Approved Street Tree List. In. Street trees shall have a minimum caliper of two inches (2"), and be planted pursuant to the standards promulgated by the City, which may require root barriers, structured soils, another measures to help prevent tree more from damaging infrastructure. c. Street trees shall be planted in the center of the planting strip between the curb and the sidewalk at the following intervals, provided, that, where nghtof-way is constrained, Irregular intervals and slight Increases or decreases may be permitted or required. Additionally, trees shall be planted In locations that meet required spacing distances from facilities located In the right-of-way including, but not limited to, underground utilities, street lights, utility poles, traffic signs, fire hydrants, and driveways; such spacing standards are identified in the City's Approved Tree List. Generally, the following spacing is required: L Small -sized maturing trees: thirty feet (30') on center; I. Medium-sized maturing trees: forty feet (40') an center; and iii. Large -sized maturing trees: fdty feet (50') on center. (Ord. 5676, 12.3-2012; Ord. 5958, 12.9.2019) 3. Front Yard Trees Required When Street Trees Are Not Located Within the Right -of -Way Abutting a Front Yard: Mere there is insufficient right-of-way space or no public frontage, street trees are required in the front yard subject to approval of the Administrator. Front yard trees are not required in the RC and R-1 zones. A minimum of two (2) trees are to be located in the front yard prior to final inspection. (Ord. 5676, 12-3-2012) �pFWASHIryOT �P�<HFN OW�Ory R-413621 Nature By Design " Q . IN COMPLIANCE WITH CITY OF RENTON STANDARDS F Landscape Architecture Q CURRENT PLANNING (DId .` - aweihs 05/26/2021 EEEE 1320 ALAMEDA AVE., SUITES NBD PROJ NO: 1894LSD FIRCREST, WA 98466 253460-6067 SCALE 20 NACS mMtir-� , CITY OF Ea.E KLO 2T NUMBERS PER REQUEST KDO 04122/2027 RENTON � OF RENTON REDLINE COMMENTS KLO 11...2 20 1NOTONEWCH rcto DATUM PlanningBuilding/Public Works Dept. OF RENTON REDLINE COMMENTS AJN 811 flt20' �SEENLO REVISION BY DATE APPR euu.vicexewary KLO CE 0 U) l 7TH STREET SHORT PLAT SAW 04/22/2021 W LU Ali N/AAWE CES NW JOB NO. 17234 Ir N/A LANDSCAPE PLANTING PLAN R413621 = n aTi Or 2 GENERAL LANDSCAPE NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. r0 10 Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging or trenching. If there are any M CO) discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect y and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes r for work, schedules and any other project related requirements. N y a 0' 2. Contractor shall cooMinate directly with the landscape architect for all landscape related issues, concerns, inspections W and approvals. Contractor shall provide the landscape architect with a wri0en request for a site visit to address any H related items. 3. Scope of work shall include any and all specified and unspecified but related incidental work 0 achieve the design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed! to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4. Contmdor to verity all sub grades are set below required! amendments to insure the finished grade will match what is F intended by civil or drainage design. All sub grades and finished or final grades shall be gradetl to brain to the designed Q drainage system with positive drainage away from all structures. J � 5. Plant Spacing Provisions. a. Trees shall be planted on a spacing approximating 30 feet on -center. O It. Shrubs shall be planted on a spacing approximating three feet on -center. (= a Groundcover. Vegetative groundcover shall be installed so that complete coverage will be achieved in three or four years. wI. The spacing of the planting material shall the appropriate to the chosen species based on an approved landscape LL plan. cc — if. Groundcover will he spaced in a manner to achieve general coverage within We years. If. Where atour-Inch container is used, groundcover shall be spaced at a minimum of 12 inches on -center. Where F" one -gallon container Is used, groundcover shall be spaced at a minimum of 24 inches on -center. Groundcover Is not n required beneath the drip line of shrubs. 6. Grade Preparation: a. Slopes used for grass plantings or WH shall be less than 3:1 or 33 percent. Otherwise plantings should not require mechanized mowing equipment. Soil Preparation and Mulching. 1. Soil Preparation. a. Planting beds should be deep tilled In a depth of at least 12 inches. Soils shall be enhanced through the addition of Me following materials: bark and forestry by-products, organic matter such as composted yard waste, organics and other amendments as needed through a soils test. X. On projed sites where topsoil is limited or nonexistent, a minimum depth of 6 (six) inches of sandy loam topsoil should be tilled into the soil to a depth of 12 inches through all planting areas. a For all newly planted areas, three cubic yards of composted organic matter per 1,000 square feet of landscape area should be added to a depth of four Inches to the top of the sail. d. Seeded areas shall be fine graded and rolled. 2. Mulching of Newly Planted or Replanted Areas. a. Mulches must be applied to the following depths: a minimum 3 (three) Inches over bare soil, and two Inches where plant materials will cover. In. Mulches must include organic materials, such as wood chips and shredded bark. c. Nonporous materials, such as plastic sheeting, shall not be used in any area of the landscape because of down -slope erosion and Potential soil contamination from herbicide washing. d. Mulch should the applied regularly to and maintained in all planting areas to assist soils in retaining moisture, reducing weed growth, and minimizing erosion. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve The layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall Immediately notify the landscape architect of any poor drainage condition In landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted In a triangular spacing fomlation, equal In all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, Vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of projed. 13. All landscape material and labor is to be guaranteed for a pencd of one full year tram the time of completion. 14. When planting'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still on the root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball. If burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball. 15. Street trees shall have caliper size of at least 2" on individual lots and 1 1/2" In buffer and street frontage landscaping. Measure per American Association of Nurserymen Standards. 16. Street trees shall be high branching with canopy that starts at least 6' above finish grade. 17. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shall be removed and discarded appropriately. 18. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and to". 19. Pruning of steel trees shall be performed per the ANSI 300 standards so as to maintain the natural forth of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be topped pollarded, or Mherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserve essential utility services. 20. Plant material selected Is drought tolerant or native species. The project proponent shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drought. TEMPORARY IRRIGATION \ / DISTANCE (X) PER PLANT LEGEND NOTES ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING AS SPECIFIED IN THE PLANT LEGEND. LOCATE GROUNDCOVER ONE-HALF OF SPECIFIED ON CENTER SPACING FROM ANY CURB, SIDEWALK OR OTHER HARD SURFACE. GROUNDCOVER PLANTING DETAIL No Scale The project proponent shall ensure that a minimum of one (1) Inch of water Is supplied each weak to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required p HOURS � water shall include both natural rainfall and temporary irrigation. CALL 48 O IJ R S BEFORE YOU DIG DIAL 811 1NO. WHEN PLANTING ON A STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO RETAINNWTER. FORM CONTINUOUS RIM REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM TOP OF ROOT BALL MULCH S TOPSOIL OR AMENDED BASE. REFER TO LANDSCAPE N BBB: REMOVE ALL = AND ROLL BURLAP OF TOP OF FOOTBALL MIXTURE NOTEIN 8' LATERB.AS O..I I_ WATERANDTAMPTO ICW W."DIA. 1 NOTEG.TING BACKFILL`` REMOVE AIR POCKETS 11� 50%EXISTING SOIL, 50% 114 MINUS 2 XCOMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3, IF BBB AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. SHRUB PLANTING DETAIL No Scale Nature By Design Landscape Architecture WHEN PLANTING ON A STEEP SLOPE. W MAINTAIN PUNT IN VERTICAL I/ POSITION WITHIN PLANTING PIT. MAKE DECIDUOUSTREE A RIM ON DOWNSLOPE S1DE OF PLANT INTERLOCKING PLASTIC TREE TIES PIT TO RETAIN OR AGENCY APPROVED EQUAL (2) 2X2 OR P' DIA. WOOD STAKES DRIVEN INTO Bull OR SIM. � 6"FROM BASE S, METHOD OF BRANCHING All FORM SAUCER WITH CONTINUOUS RIM 3" MULCH ,, TOPSOIL OR AMENDED BASE, REFER ENSURE PROPER SUBBASE TO LANDSCAPE NOTES FOR DEPTH EXISTS; CLEM ALL CONCRETEANDOTHER /. DEBRIS FROM PLANTERS EN HAS'. REMOVE ALL PRIOR TOKFILLINGLANTING I�_ NG Pt-T.5'II .. '' '' III —III— DOFF OF TOP OF FOOTBALL TING SCARIFY SIDES OF 2. FOR MULCH TYPE SEE MINUS LL II jjj ALLDIA. �j-r \ THENOTESWITH a-EILDN COMPOST, MIXED THOROUGHLY {'il ,l-4I 2X BALL DIA. THERE. WATER 2. FOR MULCH TYPE SEE LAYERS. WATER AND LANDSCAPE NOTES. TAMP REMOVE AIR POCKETS 3IF AND BURLAP IS GREEN I GREEN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. DECIDUOUS TREE PLANTING & STAKING DETAIL 1320 ALAMEDA AVE., SUITE B NBD PROD NO: 1894LSD FIRCREST, WA 98466 253460-6067 N.T.S. .oamNw-Waww, CITY OF 1� owe.. RED ET NUMBERS PER REQUEST NLO 0412ffi021 RENTON w OF RENTON REDLINE COMMENTS KLO 1111912020 KILO u DATUM �] PlanningBuilding/Public Works De{ OF RENTON REDLINE COMMENTS AN Ni CHUMID O FWTONEVICH REVISION BY DATE APPR warn xcwaLY RED No Scale R-413622 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING `R aweihs 05/26/2021 7TH STREET SHORT PLAT CES NW JOB NO. 17234 NOTES&DETAILS 04/2212021 F_ Q J IL F_ CC O F_ ILL ILL CC U) 2 n