The URL can be used to link to this page

Home My WebLink AboutLarge Format15 UTILITY EASEMENT I I ` I w =. _ t + t ; h F ++ 4+ '.: .v.... .'. e I } X X v X X ++#+ +F + # +++ #+ +++ +4 .: ; . I •. % + + \ +0 /I + * + + :..; • r+F « t '1 I I 4 ++I�++ 4 +` + ++4++ ++4 ` Q ` ` « ++ + I ++` +� — � �+F a#*��«+w±+_+_-+e r ++�7•++t+ ++++++++i + ++Vt{th+ � / �� / / 'I ( I ++++ 4 co WQIt a +~ O4+ «++++ ++ +++++ j`a+ s+ ++: ++ ORNAMENTAL +++i FENCING + +++++ + ` ALONG STREET +++ / 1r I I I +t+ *++ ---,FRONTAGE tee° I }'F + } +�Ta 4 + + +, +� 1� J + t++ } +yam \ + ,.. ` ® + + \ «+ W ++} + v++% + F r \ ✓�+ y /� + + + i + F r +++44++++ \ / r : + a + r r t + i + + + i + + + + :...... + / a + # I 1 + + h 4 X I h 'f 4+a++ ++ r r. p4 ... . . :, .... v....; O Y 1 1 1 I 1 1 I 3 1 I I i I 1 3 I I I r I EXISTING UTILITY EASEMENTS TO BE ABANDONED (REC #20000605000729)i LEGEIP& RDI I r++ +++4+ \ 4 i- + +*+++++44++ ++++ + 4 + \ +++++ + + + :v +X4+4+ + \ + SYMBOL DESCRIPTION SIZE/SPACING +' + + + + + + \ + ++ r + + r + + + t + + \ r ++ + GAZEBO T + . : ++++++++4++++ : + + ++ j ++ / \ TREES + ±18' HEIGHT ACER X FREEMANII 'JEFFERSRED'/ 2" CAL., SPECIMEN QUALITY, B&B+ AUTUMN BLAZE MAPLE BRANCHED ®5 , MATCHED SET ZELKOVA SERRATA 'HALKA'/ 'HALKA' ZELKOVA I �" LABURNUM ANAGYROIDES 'COLUMNARIS'/ COLUMNAR GOLDENCHAIN (UNDER POWER LINES) TILIA CORDATA 'CORZAM'/CORINTHIAN LINDEN PRUNUS SARGENTII 'COLUMNARIS'/ COLUMNAR SARGENT CHERRY X--- PYRUS CALLERYANA 'REDSPIRE'/ 'REDSPIRE' PEAR QUERCUS ROBUR 'PYRAMICH'/ SKYMASTER OAK - - PINUS NIGRA / AUSTRIAN PINE MAGNOLIA GRANDIFLORA 'EDITH BOGUE'/ 'EDITH BOGUE' MAGNOLIA (UNDER POWER LINES) CHAMAECYPARIS OBTUSA/ HINOKI CYPRESS VARIETIES CAMELLIA JAPONICA / JAPANESE CAMELLIA + — - STREET TREE PER CITY STANDARDS r0 u EXISTING DECIDUOUS TREE TO REMAIN SHRUBS PRUNUS LAUROCERASUS 'OTTO LUYKEN'S'/ 'OTTO LUYKEN'S' LAUREL EUONYMUS ALATA 'NANA'/ DWARF WINGED EUONYMUS PIERIS FLORIBUNDA/ MOUNTAIN PIERIS COTONEASTER DAMMERI 'CORAL BEAUTY/ 'CORAL BEAUTY' COTONEASTER PINUS MUGO MUGHUS/MUGO PINE VIBURNUM PLICATUM TOMENTOSUM 'MARIESII'/ 'MARIE'S' DOUBLEFILE VIBURNUM SPIRAEA X BUMALDA 'FROEBEL'/ 'FROEBEL' SPIRAEA VIBURNUM DAVIDII DAVID'S VIBUR UM NANDINA DOMESTICA 'COMPACTA'/ DWARF HEAVENLY BAMBOO GROUNDCOVER GRASSES ARCTOSTAPHYLOS UVA-URSI/ KINNIKINNICK GAULTHERIA SHALLON/SMAAL CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER'/ 'KARL FOERSTER' FEATHER REED GRASS MISCANTHUS SINENSIS 'MORNING LIGHT'/ 'MORNING LIGHT' MISCANTHUS NASSELLA TENUISSIMA/ MEXICAN FEATHER GRASS PENNISETUM ALOPECUROIDES 'HAMELN'/ 'HAMELN' FOUNTAIN GRASS DESCHAMPSIA CESPITOSA/ TUFTED HAIR -GRASS FESTUCA GLAUCA/ BLUE FESCUE LAVANDULA ANGUSTIFOLIA/ ENGLISH LAVENDER SOD LAWN LIGHTING MID -LEVEL LIGHTING PEDESTRIAN BOLLARD LIGHTING 2" CAL., SPECIMEN QUALITY, B&B BRANCHED @ 5', MATCHED SET 2" CAL., SPECIMEN QUALITY, B&B BRANCHED @ 5', MATCHED SET 6-7' MIN. HT., SPECIMEN QUALITY, B&B 2" CAL., SPECIMEN QUALITY, B&B BRANCHED @ 5', MATCHED SET 5 GAL. CONT., PLANT AT 3-1/2' O.C. 2 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY, PLANT @ 30" O.C., 25% MUGO PINE, 75% COTONEASTER. MUGO PINE TO BE PLANTED IN CENTER OF ISLANDS. 5 GAL. CONT., PLANT AT 3-1/2' 0•C• 1 GAL. CONT., PLANT @ 18" O.C. 2 GAL. CONT,, FULL & BUSHY, SPECIMEN QUALITY, PLANT @ 30" O.C. 2 GAL. CONT., FULL & BUSHY, SPECIMEN QUALITY, PLANT @ 30" O.C. OBTAIN FROM LOCAL SUPPLIER (±50 MILES) USE FESCUE/RYE/BLUEGRASS BLENDS CONCEPTUAL LANDSCAPE PLAN ++++ ++r+ + + +r ++++ G ,"* +++ h + +++ + O/V ++++++ ++ O RT + ++ +++ R� R� I. LANDSCAPE PLANTING AREA PROVIDED TOTAL SITE LANDSCAPE AREA = 36,832 S.F. II. PARKING LOT LANDSCAPE AREA PROVIDED PARKING LOT LANDSCAPE AREA = 9,354 S.F. III. EXISTING TREES (2) EXISTING TREES RETAINED, SEE TREE RETENTION WORKSHEET GROUNDCO MEDIUM HEII ORNAMENTAL GRAS LOW HEI( ORNAMENTAL GRAS' SPECIALTY PAS TALL DECIDU( SHRUBS/SMALL TR NO SCALE STATES LICENSED PROJECT: RENTON CENTER SENIOR LIVING WASHINGTON ARIZONA IDAHO NEW MEXICO MONTANA WYOMING LOCATION: RENTON, WA CALIFORNIA COLORADO NEVADA NEBRASKA UTAH MISSOURI ILLINOIS INDIANA OWNER: CANDDLE DEVELOPMENT SOUTH DAKOTA CONTRACTOR: 01111=3 M \ I PLN CURVILINEAR BENCH BASALT ROCK COLUMNS BOLLARD LIGHTING MID LEVEL LIGHTING STANDARD BRUSHED CONCRETE "0' �•••••••••••Z� r r 021, KINNIKINNICK GROUNDCOVER SIDEWALK 46 I'm \ � nIN 11 �&111 IN,' wlm" _,4111E1 011141\�, U1511" 7301 BEVERLY LANE EVERETT, WA 98203 �j 1 0 1 Lei1 1� OVERHEAD POWER LINES _ �• �� ICI �I • � • ' _ .. - ��.�,'��` `vim •�••••••:•• 1 ism ( IN FEET ) 1 inch = 20 ft. A�'r �� k"S 0 / U` I AT PHONE 425-353-2888 FAX 425-348-8234 EMAIL info@cmaarch.com 0 00 Q o d-• III N I I \ i y i � STA TE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 80 T. Shawn Parsons Kn0'w Wh1t,S below. Certificate No. 307 Expires on: Fall before you dig. LANDSCAPE PLAN DATE 20 DEC 113 SHEET REVISION PL�l nrrr c, 0 nn•0 THIS DRIVE TO BE A SHARED EMERGENCY ENTRANCE r, Es GENERAL NOTES ti I PRESENT ZONING: CA i LOT SIZE: 3.67 ACRES (159,865 SQ/FT) TYPE CON TRUCTIO i TYPE VA NUMBER OF STORYS: 5 BUILDING AREA: I ST FLOOR - 33,541 SQ/FT 2ND FLOOR - 29,745 SQ/FT 3RD FLOOR - 36,457 SQIFT 4TH FLOOR - 36,457 SQIFT 5TH FLOOR - 36,457 SO/FT 172657 SQ/FT COMMERCIAL 7,591 SQIFT GROSS BLDG 180,248 SQ/FT SPRINKLER SYSTEM: NFPA 13 132 CARS PARKING PROVIDED (6001o) ACCEIBLE RE 'D (TABLE 1106. 1) 5 SS REQ'D ACCESSIBLE UNITS (5%) = 11 WILL PROVIDE 11 ACCESSIBLE STALLS 2 VAN STALLS 9 ACCESSIBLE STALLS 28 COMPACTS 93 STANDARD 132 REFUSE AND RECYCLING AREAS ARE IN THE BUILDING. NSPA 13 SPRINKLER SYSTEM UNIT BREA,KDOWN 11 - STUDIOS 163 - ONE BEDROOM 45 - TWO BEDROOM 219 S. 4 RECEIVED DEC 2 3 2013 CITY OP F PRENTON PLANNING DIVISION `5CALE I'= 30'-0" ---- 1 V - - - REVISIONS STATES LICENSED: ARIZONA WASHINGTON PROJECT 219 UNIT "RENTON CENTEK 5ENIOR LIVING C H A R L E S _m2ArORGAN & ASSOCIATES DATE 20 REVISION Df-C -_ _'3' SHEET NEW MEXICO IDAHO WYOMING MONTANA COLORADO CALIFORNIA LOCATION Al NEBRASKA NEVADA MISSOURI UTAH RENTON \A/A al INDIANA ILLINOIS R C 1 T C TS OWNER [MAIL info&�mcarchxom 7 CAN DEDLE- DEfVEL0FMFN 7301 BEVERLY LANE PHONE 425-353-288-9 EVERETT, WA 98203 FAX 425-348-8234 5TI1 !lpl 4-rM FLIP, 2ND fl?, -,T FLF. T FLR .0-po 5TH FLR 4-411 fLR, 3KD FLK 2ND r.,pl 15T FLR. 'f-L 2750 WESIT ELEVATIO ffACING HARDIF AVE 11M m N ?I1�II II Ski low iiii i 01 -Ill, In 11 til�Innis =10#101411 'Ji =I M f-A5T ELEVATION fROM PAKKING LOT "tL 27i,53' 50UT�i ELEVATION FACING 13N5f RAILROAD mum 2 .1 SEEMS m SON$ 0110M wM2411M, =jIII- 7 gin ro IV, SIDING COLORS E2 LIGHT BROWN 4- FORIZ SIDING LIGHT OPANGE W HORIZ SIDING BRICK COLOR VERTICAL SIDING BRICK VENEER 4TH FLR 2ND FLR m FLANE 27-50 7-C 2 8 2013 ELEVATIONS 5CALE- 3132' � I'-Q" 23 DEC 13 - 5U3MfT 1'0 CITv FOK 5MLDING 7EfZPvjlj7 WASHINGTON ARIZONA 2 9 UNIT 'UNTON' Cff PTEP,, '-FN'10i� I� S HT A -,rR L M R G A N & A S SIOCIATES DATE 20 DEC i 3 SHEET IDA440 NEW MEXICO k TL �21 RECISTERED REVISION MONTANA WYOMING CALIFORNIA COLORADO NEVADA ME89ASKA LOCATION Rf N TON, INA ARCHITECT A4,01 UTAH MISSOURI ILLINOIS INDIANA 0�1�fN F jR CANDDLE DEVIfLOPMIENT 44, RCHITECTS FATE �SOF SOUTH DAKOTA PHONE 425-353-2888 Ofthom- CONTRAC-i OP, f-VEL PACIFIC 7301 BEVERLY LANE FAX 425-348-8234 EVERETT, WA 98203 EMAIL info0cmaurchcom APO, WEST ELEVATION m EA:ST ELEV,ATION PLA I, }: S 0 `P'ATIO F`ATfQ ' ' j�� 29 3p 31 '•s=nD1 n sa LIVING ®... r — — — — — -- a B • '' © •• � _ sZ _ — � — —\ 2 B R KIT BEDROOM BEDROOM COVERED I FIRE •PATI 11 g 117 PATIO BIKE RACK LIVING LIVING `PATfb ..: PATIO '. PATIO; , :. RISER BEDROOM BEDROOM LIVING ° 1 BR "B4" ROOM 107 1 os O 8.::. :.B. 0 J DINE ®® I r -- DICE --------. I BR "B1" BR "B " wm sa ` pATfd , :• PATIO.'• •` LIVING LIVING _ _ _ _MAIL KC OM ' O I BEDROOM LIVING ELECTRICAL O O — B B A� —1 11 1 110 BEDROOM BEDROOM 109 TRASH ROOM DINES aw �DQINE Ell SA wo 7 BEDROOM KIT � 1 BR TZ' 1 BR "B1" ® 1 BR�' C1I$ ROOM o 0 0 FA]sA ®F o o J 1 1 I BEDROOM LIVING LIVING BEDROOM ®® ®®® ®® cog KIT KIT 113 112 ® DINE DINE wm DINE ow s' R" o o —1 I— o o I O CORRIDOR ® 27 : �.PATIb.,a•' :••:.:PATIO,':'.' ' .• FSATIO.�` I ® " u � O wm ®® °"• �Q® wm LIVING —I EXIT C09 -rr 0 ©.:; :.© A ::.� 0 _ 1 BR C2 1 BR TiCKIT KIT m O O 5� cD9 119 KIT o 76 6 ENTRY#2 DIE DINE KIT to7 CORRIDOR EXIT cos LIVING LIVING LIVING wm sA ow sa wm PATIO DECK t p a Q® ®Q O �" J L "�" J So 1 BR "B5" 5a STG STG ° ° ° ® 0 0 BEDROOM 116 1 15 BEDROOM 1 14 BEDROOM KIT KIT r P a . • •. 7s DINE eEF STG TcW,G ,p p 40 ® 1 BR "B3" 1 BR TV' ® 1 BR "B2" ® 75 STG KIT STG STG STG xer I L W C09 EXIT 7s wLKR5 tLEV #2 _ CORRIDOR 1p to DINE DINE ® � DINE: e �P 0° ® 0 ELEV #I 40 sn STG STG O wm sn ow ow ®® wm O ow O® wlo O EXIT t p DIN BEDROOM O 0 KIT KIT KIT o o s T G I 15400M KIT KIT 1 BR T211 wm 0 ®FCO-91_ ELECTRICAL ELEV#2 J �P L P O I O O to wm ®� �® B41EDROOM 1 EQUIP o 0 0 0 o srGoa DINE DINE — LIVING I O ROOM KIT BEDROOM I DINE LIVING ELEV # I BEDROOM f'j'(� s7 -T ® co9 E „ €€ �€ I, EQUIP CORRIDOR EXIT ®o m o � I 1 BR Al 1 BR Al 41 59 ' DINE _ w� ® o KIT DECK• ( ® ® ©';: ',I41 PATIO• BEOOM COIZRIDO se I , ' t e ® F o _ o o - E DINE o I BEDROOfvt � 139 140 120 w cos I . DINE 1 BR "B$n ® I ❑ �P LIVING I LIVING LIVINGSTG I 42 co9 DINE MAINTANCE , ° KIT KIT KIT 128 I PAD 1 BR nC3" O° ROOM I L wm O O O BEDROOM I o F— ow LIVING AI— PAT(0 ° o o wA ® °w wro LIVING I LIVING ijAT10 ` P'ATIO ' I 43 B� LIVING KIT o °w LIVING ® DWE DINE J o KI7 137" " J PATIO Of(FICE #2 OFFICE # I cos ° KIT 2 BR "A" 1 BR B1 1 BR C2 I`:."' PATIO).: ❑ I F , O DoE 1 BR B1 i Aoa ADa CORRIDOR 1 BR C1 PATIO ® ® ® " � I 4s 2, STAIR # I 6 EXIT ° BEDROOM 126 127 I KIT Ao7 � ® ® 125 BEDROOM BEDROOM 0 BEDROOM DINE 45 DINE 123 I LIVING LIVING LIVING I I bp 47 A4 UP N LL— n I � ❑B. A ©': :1� A❑ J 00 I ® ❑A I IAo�a RECEPT ;.:. PATIQ ; :.,' : PATIO' AFIo STUDIO Al O I BEDROOM I Aoa I O ® ® :PATICfl: DEDRQOOM I O I BEDROOM rA-1 O BEDROOM 7s STG -1 STUDIO npr,n C09 p O PATIO LTG CORRIDOR 1 BR "B6" DINE II BEDROOM FAv� PATIO ° KIT P DINE 12 1 KIT o O I I_ [oilJ EXIT0 TVLOUNGE 6NGE LIVING DINE O� PATIO o° KIT BR CPUTER/ o qGqOCCNCY C MI a a © I P 2 BR "E1" ❑D LIVING aw L �w LIVING LOAD ACTOR I I BEDROOM I I \ 122 "[B / OCCUPANT LOAD75 \ \ / I Ao2 \ o KI LIVING � 1 BR "Gill KIT ° LOBBY PATIO f LIVING �:' ! \ L— CA B �\ -IT B OCCUPANCY ® L 132 DINE REF ° KIT 1 BR "C4" PATIO I © '• � ..PATIO:. '. � _ _ - _ _ _. . _ _. DINE 1 tl B/OCCUPANCY DRInKIK FOUMN T L — 443 5Q/PT T] BOTTLE A O I \ CABINET r IT ❑ sa , BEDROOM I \ — I O BEDROOM ® KITCHEN POR W RMING ONLY / 56 SA O / o II A� BEDROOM o Exlr \ A a \ 0 UP A �ZC UPANCYA \ I 1,2 2 5(11 / JUICE BA r o oF� EXIT sl ScoaR#2 21 OAD FA OR 15 / OCCUPANT L AD 82 CO ® STG � / \ © KIT sA 75 0 FA-1 O OQ DW I\ 0 49 tp _ BEDROOM O 30 60 DINE ®E A14 T ss 2 BR 11D2" 9 I EXR s ® EST PATI 133 BEDROOM I- 1 © LIVING sa I P❑ I wm DINE 24 so ce srA ME 50 ® EXIT 61 STC J I sa r 2BR"E2' � I FoEoEFILI �T BEDROOM I 51 ILI OME 5 KI LIVING 134 � I I za of 3 0 � L a L O EXIT WE NE - FIC© '• • : PATIO �:.:•• — — ( 00 AR 13 OCC, PA Y L LF, FDA_ 50 A 7S 23 ( OC AN AD 50 D- 15T FLOOR USE: 5'— MI COMMERCIAL AREA: 15c(.ft• (MINI MART 7 13 SQ/FT INC) RESIDENTIAL UNIT AREA: 20,232 scI,.ft. I -I I CIRCULATION AREA: 12,844 5cl.ft. I o" MIN TENANT STORAGE AREA: - - _ 4G5 5c[,ft. _ 1 52 1 SHEET FOR FULL TOTAL FLOOR AREA 41,132 sc(.ft. WALL LEGEND SEE W 0 L ASSEMBLY DETAIL I 00 ® EXTERIOR WALL - FIRE BOTH SIDES UNIT BREAKDOWN UNIT PARTION WALL (1 HR) I EXTERIOR WALL-FIREISIDE ONLY STUDIO UNITS: 2 UNITS ,.•.••.•.��,.,,•�., 2X WALL on CONCRETE WALL (1 HR) `-- EXTERIOR WALL W/BRICK VINEER I BEDROOM UNITS: 28 UNITS -- 22 2 HR EXTERIOR STAIR/ ELEVATOR WALL 2 BEDROOM UNITS: 5 UN ITS ® 2X STUD WALL (1 HR) 2 HR STAIR/ELEVATOR TO UNIT WALL CORRIDOR WALL (1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2X8 CORRIDOR PLUMBING WALL (1 HR) 2 HR STAIR/ELEVATOR SHAFT WALL 35 UNITS ® STC 50 MIN 2 HR MECH SHAFT WALL STORAGE LOCKERS: 15 LKRS L STATES ICENSED STATES IC N ARIZONA PROJECT 219 UNIT "RENTON CENTER SENIOR LIVING" WASHIIDAHO NEW MEXICO MONTANA WYOMING CALIFORNIA COLORADO LOCATION RENTON, WA NEVADA NEBRASKA UTAH MISSOURI ILLINOIS INDIANA OWNER CANDDLE DEVELOPMENT SOUTH DAKOTA CONTRACTOR 7301 BEVERLY LANE EVERETT, WA 98203 91 0-1 181 I=, RCHITECTS PHONE 425-353-2888 FAX 425-348-8234 EMAIL info®cmaarch.com I � I I I I I\ A01 \ \ \ EXIT EXIT--------.--�-- I/ E E2 I " i I VA MI R I I OCC AN 71 5Q/ I I L D PA OR CCU NT L D I I i COMMEKCI4L AREA i 737 5Q/PT I I VE _ I # 1 21 1 COVERED I UP i BIKE RACi ---a am —2 1 � I EATSUPNKS ST RI O I BEA L 3 1 5 LO =51 51 I I I I I I YO / I I I I I COMMERCIAL AREA CI I 3,910 SQ/� CC NC II 9 SQ/ L L D PA TOR I CC NT AD I I 411 SCALE 3/32" = l'—O" DATE 2 DEC 13 SHEET REVISION DEC 2 3 2013 I V %J %./ L I L/ IL %J I . V/ 0 _ 2ND I LOOK USE: RESIDENTIAL UNIT AREA: 21 ,307 5q.ft. CIRCULATION AREA: G,22G 5c}.ft. _ME_CH / TRASH / 5TG: _ _ _ 1 ,_81_9_5CI.ft. _ TOTAL FLOOR AREA 29,442 5q.ft. I MIT P fPPAICnrmmi G nn J 1 t11RICLCVn 1 vn IV UPI II MALL^ STUDIO UNITS: 5 UNITS 2 HR STAIRIELEVATOR SHAFT WALL I BEDROOM UNITS: 32 UNITS 2 HR MECH SHAFT WALL 2 BEDROOM UNITS: 2 UNITS ------------------ 39 UNITS STORAGE LOCKERS: 5 1 LRRS \ _ \ _ \ \ _ \ \ \\ STATES LICENSED PROJECT WASHINGTON ARIZONA IDAHO NEW MEXICO MONTANA WYOMING LOCATION CALIFORNIA COLORADO NEVADA NEBRASKA UTAH MISSOURI ILLINOIS INDIANA OWNER SOUTH DAKOTA 219 UNIT "RESERVE AT RENTON CENTER RENTON, WA CANDDLE DEVELOPMENT L--------------- J RICHITECTS, O,f 518 .0.0 e 666 . 29 J PHONE 425-353-2888 FAX 425-348-8234 EMAIL info®cmaarch.com �.,L I V DEC 2 3 2013 F'b� NG DJv\, 2ND FLOOR PLAN SCALE 3/32" = 1'-0" DATE 4 NOV 13 SHEET REVISION A302 CONTRACTOR 7301 BEVERLY LANE EVERETT, WA 98203 AI FAI FD— I 0 © IR /j u 3RD FLOOR USE: RESIDENTIAL UNIT AREA: 27,OG7 5q.ft. CIRCULATION AREA: G,G23 5cl.ft. TENANT STORAGE AREA: _ _ _ _553_5q.ft. _ TOTAL FLOOR AREA 35,2G7 5cl.ft. UNIT BREAKDOWN STUDIO UNITS: 4 UNITS I BEDROOM UNITS: 39 UNITS 2 BEDROOM UNITS: G UNITS ------------------ 43 UNITS STORAGE LOCKERS: 2G MRS STATES LICENSED STATESLICE "RESERVE PROJECT 219 UNIT AT RENTON CENTER WASHIIDAHO ARIZONA NEW MEXICO MONTANA CALIFORNIA WYOMING COLORADO LOCATION RENTON, WA NEVADA NEBRASKA UTAH MISSOURI iLLINOIS INDIANA OWNER CANDDLE DEVELOPMENT SOUTH DAKOTA CONTRACTOR oa a N48„ F 66629 CHARLES ORGAN &C RC H ITECTS 7301 BEVERLY LANE EVERETT, WA 98203 SSOCIATES PHONE 425-353-2888 FAX 425-348-8234 EMAIL info0cmaarch.com 0 0 C [—A] 0 [P] a a m a 07F 0 D L tJ LU i3 3 R D F Li Ai;0 ,- ,,IcP LA N SCALE 3/32" = V-0" DATE 4 NOV 13 SHEET REVISION a 0 /Z 4TH FLOOR USE: RESIDENTIAL UNIT AREA: 27,782 5a.ft. CIRCULATION AREA: 5,907 5a.ft. TENANT STORAGE AREA: _ _ _ _58_3_501_.ft. T TOTAL FLOOR AREA 35,2G7 5cl.ft. z UNIT BREAKDOWN STUDIO UNITS: G UNITS I BEDROOM UNITS: 39 UNITS 2 BEDROOM UNITS: 5 UNITS --T^--'^'---50 UNITS STORAGE LOCKERS: 2G MRS LICE STATES LICENSED STATES PROJECT 219 UNIT „ RESERVE AT RENTON CENTER WASHI ARIZONA IDAHO NEW MEXICO MONTANA WYOMING LOCATION RENTON, WA CALIFORNIA COLORADO NEVADA NEBRASKA UTAH MISSOURI ILLINOIS INDIANA OWNER CANDDLE DEVELOPMENT SOUTH DAKOTA CONTRACTOR CHARLES MOTR GAN & A RCHITECTS 7301 BEVERLY LANE EVERETT, WA 98203 0 0 0 a0 PI a FAI F51 [01 SSOCIATES PHONE 425-353-2888 FAX 425-348-8234 EMAIL info®cmaarch.com IN FA a 0 ❑©' a DEc 3 z0 gq13 4 T H F LO�O '' LAN SCALE 3/32" = l'-0" DATE 4 NOV 13 SHEET REVISION n AD E AD m 0 a 00 0 0 6TH FLOOR USE: RESIDENTIAL UNIT AREA: 27,OG5 sq.ft. CIRCULATION AREA: G,956 5cq.ft. TENANT STORAGE AREA: _ _ _ _53_3_5c[.ft. _ TOTAL FLOOR AREA 34,55G 5q.ft. UNIT BREAKDOWN STUDIO UNITS: G UNITS I BEDROOM UNITS: 39 UNITS 2 BEDROOM UNITS: 4 UNITS ------------------ 50 UNITS STORAGE LOCKERS: I G MRS STATES LICENSED STATESLICE PROJECT 219 UNIT "RESERVE AT RENTON CENTER ARIZONA WASHIIDAHO NEW MEXICO MONTANA WYOMING CALIFORNIA COLORADO LOCATION ftENTON, WA NEVADA NEBRASKA UTAH MISSOURI ILLINOIS INDIANA OWNER CANDDLE DEVELOPMENT SOUTH DAKOTA CONTRACTOR a 0 a ®© a WE n(I 06, * Nil PHONE 425-353-2888 FAX 425-348-8234 EMAIL info0cmaarch.com mm KI a o0 0 0 0 0 0 a 1 L DEC 23 2013 5TH FLOOR PLAN SCALE 3/32 = 1 —0 DATE 3 NOV 13 SHEET REVISION EASEMENTS, RESTRICTIONS, AND COVENANTS` SURVEY REFERENCE SUBJECT TO AN EASEMENT FOR ELECTRIC POWER TRANSMISSION LINES AND ONE OR MORE TELEPHONE AND/OR TELEGRAPH LINES, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 3207080. A DOCUMENT RECORDED MARCH 10, 1947 AS RECORDING NUMBER 3664559 OF OFFICIAL RECORDS PROVIDES THAT THE INTEREST OF THE EASEMENT HOLDER WAS TRANSFERED TO THE CITY OF SEATTLE. SUBJECT TO AN EASEMENT FOR ELECTRIC POWER TRANSMISSION LINES AND APPURTENANT SIGNAL LINES, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 3429774. SAID EASEMENT IS A CORRECTION OF THAT EASEMENT RECORDED NOVEMBER 10, 1944 UNDER RECORDING NUMBER 3427763. SAID EASEMENT IS IDENTICAL TO THAT EASEMENT ACQUIRED IN THE DISTRICT COURT OF THE UNITED STATES FOR THE WESTERN DISTRICT OF WASHINGTON NORTHERN DIVISION CAUSE NO, 960, JUDGEMENT ON THE DECLARATION OF TAKING, RECORDED JULY 10, 1944 UNDER RECORDING NUMBER 3399762. SUBJECT TO EASEMENT TO ELECTRIC POWER TRANSMISSION LINE INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 3664560, SUBJECT TO RESERVATIONS CONTAINED IN DEED FROM THE STATE OF WASHINGTON RECORDED UNDER RECORDING NUMBER 5051341, RESERVING ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME, SUBJECT TO EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION, INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN, AS RECORDED UNDER RECORDING NUMBER 7809120814. SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED JUNE 3, 1986 UNDER RECORDING NUMBER 8606039020 IN VOLUME 49 OF SURVEYS, AT PAGE(S) 278-278-B, IN KING COUNTY, WASHINGTON. SUBJECT TO EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION, AND THE TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 8803210475. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS RECORDED UNDER RECORDING NUMBER 9210140320. SUBJECT TO EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION, AND THE TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 9410201209. SUBJECT TO EASEMENT TO CITY OF RENTON, A MUNICIPAL CORPORATION, AND THE TERMS AND PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 9510090749. IN THIS CONNECTION WE NOTE 'PARTIAL RELEASE OF EASEMENT" RECORDED JUNE 5, 2000 UNDER RECORDING NUMBER 20000605000729. SUBJECT TO COVENANTS, CONDTIONS, RESTRICTIONS AND/OR EASEMENTS RECORDED UNDER RECORDING NUMBER 9904062560. SUBJECT TO TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION) LUA-99-017-LLA, RECORDED UNDER RECORDING NUMBER 9904069001. SUBJECT TO TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION) LUA-99-062-LLA, RECORDED UNDER RECORDING NUMBER 9905129006. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS RECORDED UNDER RECORDING NUMBER 20060227002787. SUBJECT TO EASEMENT TO CITY OF REDMOND, A MUNICIPAL CORPORARION, INCLUDING TERMS AMD PROVISIONS CONTAINED THEREIN RECORDED UNDER RECORDING NUMBER 20070423000123. SUBJECT TO COVENANTS, CONDTIONS, RESTRICTIONS AND/OR EASEMENTS RECORDED UNDER RECORDING NUMBER 20080411000758. EQUIPMENT & PROCEDURES METHOD OF SURVEY: SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION: LEICA TCRA 1205 ROBOTIC ELEC(RONIC TOTAL STATION PRECISION: ISION< G MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 BASIS OF BEARING: RECORD OF SURVEY AFN 9905129006 CONTROL MONUMENTATION SHOWN AS THE BEARING OF NORTH 67'22'15" EAST CITY OF RENTON BOUNDARY, CONTROL, PARCEL REVISIONS SHEET,LAND USE ACTION NUMBER LUA-99-062-LLA. RECORDED UNDER RECORDING NUMBER 9905129006. VER TI CAL DATUM NA VD 88 FOUND PK NAIL W/TAG "PRIGGE 29278" AT THE NORTHEAST CORNER OF SITE ELEVATION = 27.50' FLOOD CLASSIFICATION ZONE 'X" PER PANEL NO. 997 OF 1725. FEMA MAP NO. 53033CO977 F. MAP REVISED MAY 16, 1995. CURVE TABLE 1823059169 CURVE LENGTH I RADIUS DELTA Cl 134.61 1 1509.10 5.06 39 " 10" ti 1823059168 ASPHALT , N �..••� _ CONGR� � r_ ASPHALT .F tLr/ �s= �' G � �o rciM=�o.�4t 410' 12'�. ' P�• ,,.� ,. � - n 0 s 8' CPP(W)=23.39 S 4� H CURB ; EXISTING ,J1t� o g tc ` ' t , 10" FOUND PK NAIL NO pONNCR= ' COMMERCIAL t ASPHALT GARS 1 HEAD ® CORNER <r`� 0�1GR� 1p' ` t 8. ^ BUILDING /V •---' �-,� \ :. t-f! (VACANT) �11/ `.l';:y'==:` :.: \� G l8"1 10" a 0" GONOR�E t; �, �� 1 � tit � .� •; _-1 �8„ 6 1 c� ti QNCR.. C E C Cp CRC 10 I - . F e429 tt v9 , - c� CURB R B CoNCRETE C i I� i \ - - _ y -� s SSMH RIM-24.85 �,:1 .. --- - - -, . .. "`�'==��: - � - � _ .._ -co 1� .�'---� -- - - . ,-..:. - =.;�'. ;._ '�.�' • _ - PARCEL E - DUMPSTER .� rf� : _._ :. •.:...; . •• : _ } - r IE 12 DIN -14.60 RIM 25 78 z _ :........ _ . , CB: RIMr :4°f:,::-.,;. w 1 ' I 1 \ IE 12 DI =14.60 ENCLOSURE `(t ! a': : ``.<;::::`` :' :.::.:::°'::.' :` :g":PV = _ 12" CPP(N)=22.08 1823059157 f IE 12" DI W)=14.50 CINDER BLOCK 1i J1:._ :..: :_ ::: :: .. - " �,- = :.,. 2 CP 1 &CHAIN -LINK t 'r-..::.' . :.',= �� d CB RIM=25.731 P(SE) 22 3 { 1• • % \ 0 111 t = CB RIM=23.81 ASPHALT ` its `._' '-`':-': _ c�%FENCE - 12" CPP(N)=22.03 8 CPP N -20.41 u t ' CB. RIM-25.92 - 12 CPP S -22.13 r l CB RIM-24.40 O � •� ASPHALT � . -^-=-� - ASPHALT a v' -- i 8 RCP(E)=20.55 �. � 't `s,. > :: •- •• . =• ... : „: • _ - - SURVEY NOTES s: - .: W ELBOW _ - r s 1 G O ry L- �B ELB 1N-23.7 �� • � 1 O 9 1 .� 1 1. TOTAL SITE AREA IS 159,973 SQUARE FEET OR 3.672 ACRES 0 -�' S �.: ;.: °•, •- .:-.:: :.. ., `--� :.. .': -': - - - cr J / RA. � k c� 1 1 '-S G cfl p - a \ t 1 M ••-CH-.RIM=2 2 � 1 r" S SHOWN ARE AT GROUND LEVEL 4y.. DING 2. 10 FOOTPRINT OF BOIL " EXTERIOR A. , :6 N .24 c o�.z � -�s .P VC �24:0 r EXCLUSIVE S 6 PVC W��4-f 0 ED FOR THE EXCL USE OF THE 3. AR '. ) THIS SURVEY HAS BEEN PREP ). - =t • PARTIES WHOSE NAMES APPEAR HEREON ONLY AND DOES NOT EXTEND TO „ r f `$ 1 0 ANY UNNAMED THIRD PARTIES WITHOUT THE EXPRESS RECERTIFICATION OF THE. _•.:.... , •.: .:: -- :.;: _t, - ..-. ..;...R.:::::: _'. S „ :_:.::=: ASPHALT D SURVEYOR. , . , • - • S j -� ��=-` �` • TOTAL SI TE AREA 2'r Qw ,: -� .- ....:---.:: ... ....... .- ..:....... =�=- ER AVE. S. _� 325 RAINIER _ 4. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS, 8 F` = _'- ; ._ . = ': 6 : _ : ;•. .' ::` = j '" �``�12" , - - OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED DEC. S RENTON, WA. „ „ ` ,-! FOUND' REBAR & CAP SSMH RIM=24.61 S '` `• �' ;,:.:: `- - :: ;; = "' 159, 973 S.F. PARCEL D CB. RIM=26.13 1 12" CAP UNREADABLE 3.0' o OR IMPLIED. , _ ER .. CB RIM=23.88 �: : '.. -.::: :; s _ :. _. _ IE 12" DI N =14.11 ASPHALT -- 13 1 8" CPP W 24 IE 12" DI =14.11 \ 2k ��.`° ' 10" PVC(S)=21.58-.•_;:. ..� 1R8 ON PROPERTY LINE ,t 3.0 NORTH OF CORN IE 12 DIr(S` =14.01 ( k 6 PVC(E)=21, 98 WOOD FENCE W/ _ - , CONCR� 5 POWER UPS - i j \ 24" ��. iCB RIM=25.82 CB RIM=26.41 \ 2 S . C 10 12 CPP W 18.71 `4 1 . , O- 12" CPP(W)=22.56 � �" _; � - � 12" CPP E -20.07 � CONCRETE SIDEWALK PROBABLY CONTINUES y O- 8" CPP(E)=22.46i r C "x: IN THIS AREA BUT IS COVERED BY DIRT SURVEYORS CERTIFICATION \ x 8 12" CPP(SE)=19.32 1 G F _ - -�'' e - LEGEND CB RIM=26.25 ="` AND DEBRIS FROM NEIGHBORING PARCEL - \}ql- S CB"RIM=26.39 k 12 CPP(W =21.90 18" g' t ❑ 12 CPP(E)=21.14 1 f " 666.2 , TO CANDDLE DEVELOPMENT US BANK, AND FIRST AMERICAN TITLE INSURANCE COMPANY, t i 1 " CPP E =2 .00 - E - » ` •� S ` l 12" CPP(N)=21.19 2 (� 2 -� C 20 N �T 14 `� • SET MAG NAIL W/WASHER STAMPED L.S. 37536 1, DARREN J. RIDDLE, A REGISTERED LAND SURVEYOR, HEREBY CERTIFIES TO THE ABOVE PARTIES, AS OF THE DATE SET FORTH \� t1 0 8 ` , �, ' �R�i--" �X 22" R I �R 0 A� - o EXISTING REBAR WICAP, AS NOTED BELOW, AS FOLLOWS: A \ j \;•� 1 _ : _ - ORTON - RIGHT OF WAY CENTERLINE 1. THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD ` ;, '-` sa \ 4" EfE* µ� N N N ' �� S _ CON.R L �� .-... O i DETAIL REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND \ `� �` `. , ', . =-- U R ❑ STORM DRAIN MANHOLE INCLUDES ITEMS 3 4 5 8 & 11 B OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED IN SEPTEMBER 2013. INVERTI CULVERT 2. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, C 0 12" El CATCH BASIN STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE SUBJECT PROPERTY; THERE ARE NO VISIBLE ENCROACHMENTS ON THE � 2 SUBJECT PROPERTY OR UPON ADJACENT LAND ABUTTING THE SUBJECT PROPERTY, EXCEPT AS SHOWN HEREON; AND THE SURVEY It WATER VALVE WAS MADE IN ACCORDANCE WITH LAWS AND/OR MINIMUM STANDARDS OF THE STATE OF WASHINGTON. ��`. \ \t "'~y - TEL-COMM o __ 1823059052 FIRE HYDRANT - MANHOLE SANITARY SEWER MANHOLE i J. THE PROPERTY SURVEYED AND DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE S t't + FOUND REBAR & CAP OCK COMPANY ALTA COMMITMENT DATED AS OF MAY 31, 2013, ISSUED UNDER FILE NO. NCS-447593-W41, AND ALL EASEMENTS, \ `,RIGGE 92 278y AT 30 - ' ' GO SURE MAILBOX COVENANTS AND RESTRICTIONS REFERENCED IN SAID ALTA COMMITMENT, OR APPARENT FROM A PHYSICAL INSPECTION OF THE SITE ; t 0 NER �\ N 34-` EN _t~ ,OOR OTHERWISE KNOWN TO ME, HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT \ 1 ; �� ` SIGN POST PROPERTY �n ' ?2 ti f; UTILITY/POWER POLE \ ` �- 22-� SDMH RIM=22.72 FOUND CONCRETE MON IN GUY ANCHOR MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033C0977 F, WITH "A DATE OF IDENTIFICATION OF MAY 16, �,� `; ', ❑ - IE 60" CMP(N =16.12 CASE WITH BRASSHE�NT. POWER VAULT 4. THE SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X BY THE FEDERAL EMERGENCY 1995, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN IE 60" CMP S�=16.02 DOWN 0.4 T OF FJIC�7 IRR. CONTROL VALVE CB RIM=20.00 a ( - SW 7TH ST. & HARDY AVE. i WHICH THE SUBJECT PROPERTY IS SITUATED. = -� CB RIM=22.75 IE 8 RCP E -18.15 t - S.W.9 2013 IE 12" CMP E)=17.95 / ❑ TELEPHONE RISER 5. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO RAINIER AVENUE SOUTH & EDWARDS WAY, ALL ARE PAVED AND DEDICATED t IE 12" CMP((W)=17.95 PUBLIC STREETS. 't t z, CB RIM=19.94 CITY OF RENTON CONTROLLIGHT POLE POINT NO. 1898 t , IE 12 RCP E =18.14 E. 395983.750 (METERS) TRAFFIC SIGNAL BOX 6. THERE ARE 166 MARKED PARKING SPACES ON THIS PROPERTY `, ,j IE 8" RCP(W)=18.14 I z N: 53756.917 (METERS) (D TELEPHONE MANHOLE i 7. THE STREET ADDRESS OF THE SUBJECT PROPERTY IS 325 RAINIER AVENUE SOUTH RENTON, WA. ``- `t o`er DARREN J. RIDDLE REGISTERED LAND SURVEYOR NO. 37536 DATE: OCTOBER 26, 2013 J. h'I d r o 37536 4. r S T Eg� sj0*4L LAB SCALE: 1" = 40' 0 40 80 '4 a CB RIM=26,16 18 CPP(N)=18.66 \ - 12" CPP(NE)=20.65 \FOUND PK NAIL WITH 12 cPP�s�=zu.i;5 WASHER ® ,CORER EL. (,°7' \ 6 E 1 PARCEL 8 �' \ \ i. . FOUND "SURVEY Mr!RK J1i} • NAIL W/1"TOP ® CORNER \ \ 3_c^.E ASPHALT t` �z : ` \ CB RIM=26.15� SSMH RIM=24.72L 12" CPP(N)=21.00 IE 8" PVC N))=15.17 .1 IE 12" DI E)=15.17 12" CPP(S)=21.05 ASPHALT 8 IE 12" DI(S)=15.07 PARCEL r r, �j' �. no �, \ }-' 1823059218 ; i) WATER MANHOLE F_ a'- s V F M 1" OF EN10 DECID. TREE & SIZE s.v 30, �� 1' �80 (( OF R 392 `G� DEC 32013 SSMH RIM=22.10 IE 12" DI N)=12.70 \ 12 30 CONIF. TREE &SIZE IE 12" DI((SE)=12.60 \ z C RI CMP(W)-19.75 6,.72A5" E 1239 t o' x N 6� 23 IA SDMH RIM=22.92•.. _ �, ALTA/A CSM SURVEY FOR: FILLED W/SILT ® 18.82 ' J• NO PIPES VISIBLE S t FOUND 3.25' BRASS DISC ,�� Rjlj i 0❑ IN CASE WITH X "MARKED 4• og WAs� j Pocific Coast Surveys, In c. CB RIM=22 22 �YS 2010 PLS 38015 HELD �' IE 6" CMP(E)=19.87 '"{' As SOUTH 1/4 CORNER PROFESSIONAL LAND SURVEYING OF SECTION 1& 9/2013 DOWN 0.3' CITY OF RENTON CONTROL O a POINT NO. 60 E. 395635.050 (METERS) � � x o 37536 q 01 3 T %�'�� l�'AL LA9D RESERVE A T t ELN TON P.O. BOX 13619 MILL CREEK, €_ �14, SW 1/ _ SEC.18, _T. 23N., �R. 5E ,, W. M. WA 98082 I PH. 425.508.4951 FAX 425.357.357Z AWN BY DATE ?DRAWING FILE NAME 'SCALE JOB No. SE 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE ay i y� ' may° NOTE: CONTRACTOR SHALL VERIFY LOCATION, DEPTH AND SIZE OF 36 x 60 CMP y°\ ARCH PIPE & "BURIED STRUCTURE" / \' SHOWN IN FADED LAYER ON PLAN. THIS o INFORMATION WAS TAKEN OFF CITY OF �� tip �o RENTON AS -BUILT R-21650A. � TOC \ 22:5 II STR CltJ� \ , �s 100 4'Z6" H WALL \\ TT w \ W� NCB \ If 2 .40`\ \ .90 \ 40 ARH PFE CB RIM=20.00 asp \ IF R" R('P(F)= 1 R 1 li \ \ \ a `> �O Pvc 0 0.5% G I 1 ��- \\ PVC \\ fE 120�0 \ \ 21.22 SDMH RIM=22.72 IE 72" CMP(W)-17.42 ❑ IE 60 CMP(N)=16.12 IE 60" CMP(S)=16.02 \ CB RIM=22.75 5 EAST, W. M. \ \o ti" \o � 27.73 EXISTING BREAK GRADING QUANTITIES TOTAL EXCAVATION (CUT) _ 1,430 CU. YDS. TOTAL EMBANKMENT (FILL) 4,080 CU. YDS. TOTAL 2,650 CU. YDS. THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. SPECIAL ASPHALT OVERLAY NOTE: ELEVATIONS WITH ASTERISK (*) INDICATE A 2" (0.17') OVERLAY OF EXISTING PAVEMENT. CATCH BASIN SCHEDULE MARK TYPE GRATE: ELEV INV ELEV NOTES TYPE 1 26.10 N - 23.50 TYPE 1 25.90 N - 22.36 TYPE I 26.70 S - 22.50W - 22.40 TYPE 1 25.50 E - 21.95 W - 21.85 TYPE 1 25.20 E - 20.99 W - 20.89 TYPE 1 24.00 E - 20.82 S - 20.72 7v 48' MH 24.50 CONTECH CDS 4 E - 20.65 N - 20.55 96' MH 24.0 S 19.0 CONTECH STORMALTER _ C3. W - 19.0 TYPE 1 25.5 N - 21.0 E-21.1 W - 21.65 10 TYPE 1 25.5 E - 21.75 N - 21.75 N - 22.75 11 TYPE 1 26.0 E - 22.75 W - 22.65 12 TYPE 1 25.95 N - 22.03 S - 22.08 0 15 O 61 ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 S!O GUILL WAS�1,1, Cd' a SIT • 1sPE�~ s`SIONAL �Cs 12/ 20/ 13 Y Q DESIGN: - JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 0 Z J �a 0 Z w W W N W La 0 Z Z Q W � 0 Z W Z 0 � WLO W N w co w SHEET: Z 0 Q .J Q W 0 0 Z Q 0 Z as 0 0 C301 RECEIVED DEC 23 Z013 PLANNING DIV16lul" ct SE 1/4, SW 1 /41 CENTER 625 RENTON CENTER WAY RENTON, WA OWNER CONSULTANTS VINTAGE CANDDLE ARCHITECT CIVIL ENGINEER 3424 VIA OPORTO, SUITE 201 CHARLES MORGAN & ASSOCIATES CG ENGINEERING NEWPORT BEACH, CA 92663 7301 BEVERLY LANE 250 4TH AVE S, SUITE 200 949.715.7099 FAX 949.258.5264 EVERETT, WA 98203 EDMONDS, WA 98020 CONTACT: CHRISTOPHER SANTORO 425.353.2888 425.778.8500 FAX 778.5536 CONTACT. CHARLES MORGAN CONTACT. JARED UNDERBRINK SOIL/GEOTECH ENGINEER ZIPPER GEO ASSOCIATES, INC 19023 36TH AVE W, SUITE D LYNNWOOD, WA 98036 425.582.9928 FAX 425.582.9930 CONTACT. ROB ROSS GENERAL NOTES SURVEYOR PACIFIC COAST SURVEYS, INC PO BOX 13619 MILL CREEK, WA 98082 425.508.4951 FAX 425.357.3577 SECTION 18, SEN LEGAL DESCRIPTION TOWNSHIP 23 IOR PARCEL D OF CITY OF RENTON, LOT LINE ADJUSTMENT NO. WA-99-017-LLA, ACCORDING TO SURVEY RECORDED APRIL 6, 1999 IN VOLUME 128 OF SURVEYS AT PAGE 275, 275A, 2758 AND 275C UNDER RECORDING NO. 9904069001, IN KING COUNTY, WASHINGTON; BEING A PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NUMBER 37, AND OF GOVERNMENT LOT 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, AND OF TRACT 1, 2, 3 AND 4 OF SUPPLEMANTAL MAP OF RENTON SHORE LANDS, ACCORDING TO THE MAPS ON FILE IN THE OFFICE OF THE COMMISIONER OF PUBLIC LANDS, IN OLYMPIA, WASHINGTON. NORTH, RANGE 5 EAST, LIVING BASIS OF BEARING RECORD OF SURVEY AFN 9905129006 CONTROL MONUMENTATION SHOWN AS THE BEARING OF NORTH 67'22'15" EAST DATUM NAVD 88 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL OPERATION SHAD. NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR IOD OF OCTOBER 1ST THROUGH MARCH 30TH ALL PROJECT DISTRIBUTED SOIL AREAS 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE A TEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHAM BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPUCANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKALLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C , WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR 'DRAIN THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRNN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH 1!101VIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM bRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAK SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTIOWOR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRA:TF ONE OF yTHE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTUREPPACITY. a 24. PROOF OF.IZABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25.ISSUANCE OF THE, BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITITI. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). EROSI ON CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL. FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 14. DURING THE TIME PER i GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND :''HALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY..STkNDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUC`H SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBM MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT. W.M. CAUTION CALL BEFORE YOU DIG ! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C3.1 GRADING & DRAINAGE PLAN C4.1 1 WATER & SEWER PLAN s PL S 47H ST N N N PROJECT SITE \ s 57H ST y 1H sT LEGEND DESCRIPTION EXISTING PROPOSED r, "' ABBREVIATIONS PROPERTY LINE - -- - - ABN ABANDONED I � MJ MECHANICAL JOINT ADJACENT PROPERTY LINE - - - - BLDG BUILDING MON MONUMENT CENTERLINE BOW BOTTOM OF WALL NTS NOT TO SCALE CLEARING LIMITS - CENTERLINE OC ON CENTER SEDIMENT BARRIER X X CB CATCH BASIN PC POINT OF CURVATURE CONTOUR LINE - - - - -100- - - - - CMP CORRUGATED METAL PIPE PI POINT OF INTERSECTION FENCE r CO CLEANOUT PIV POST INDICATOR VALVE SANITARY SEWER LINE - - - ss - - - ss -)o ss-3-ss-- CONC CONCRETE R PROPERTY LINE MANHOLE CONST CONSTRUCTION PT POINT OF TANGENCY STORM DRAIN MAIN - - - SD - - - SD SD 11 CU YD CUBIC YARD PVC POINT OF VERTICAL CURVE STORM DRAIN PIPE - - - - - - - - - DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY PVI POINTF VERTICAL ROOF DRAIN - - - R - - - R - - - R - R\ R? `:. _ DIA DIAMETER PVMT PAVEMENT FOOTING DRAIN - - - F - - - F - - - F - F' F. \ - . DIP DUCTILE IRON PIPE PVT POINT OF VERTICAL TANG. PRESSURE UNE P - - - P - - - P - P P..� ` 1- EA EACH R RADIUS CATCH BASIN (TYPE 1) ❑ ■ `` - EJ EXPANSION JOINT REINF REINFORCEMENT CATCH BASIN (TYPE 2) 5 Q ELEV ELEVATION RJ RESTRAINED JOINT CLEANOUT O EOP EDGE OF PAVEMENT RET RETAINING CLEANOUT AND WYE �° �-0 _ EX, EXISTING RT RIGHT GRADE BREAK FDC FIRE DEPT. CONNECTION SD STORM DRAIN SURFACE SWALE > - > - • >-- _- FFE FINISHED FLOOR ELEVATION SECT SECTION DRAINAGE ARROW - FH FIRE HYDRANT i SDMH STORM DRAIN MANHOLE WATER LINE - - WA - - - WA WA WA FL FLANGE SIM SIMILAR WATER METER ® FT FEET/FOOT ESQ SQUARE FIRE HYDRANT ryll GV GATE VALVE iSS SANITARY SEWER FDC v HP HIGH POINT SSMH SANITARY SEWER MANHOLE PIV o • HT HEIGHT STA STATION GATE VALVE g Z ID INSIDE DIAMETER STD STANDARD TEE ,Z, IE INVERT ELEVATION STL STEEL 90' BEND F? L LENGTH/LINE TB THRUST BLOCK THRUST BLOCKING o A LF LINEAL FOOT TOC TOP OF CURB CAP LP LOW POINT TOW TOP OF WALL CONCRETE PAVEMENT a . LT LEFT TOP TOP ELEVATION ASPHALT PAVEMENT MAX MAXIMUM TYP TYPICAL CRUSHED SURFACING :. MECH MECHANICAL VC VERTICAL CURVE ROCKERY MH MANHOLE W/ WITH SPOT ELEVATION 20.0 �� - 20.0 MIN MINIMUM j WM WATER METER TELEPHONE LINE T - - - T - - - T - -T-T POWER LINE - - - E - - - E E - -E-E GAS LINE --- c--- c - - -c- G c SIGN II n ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 1212010 M w CD oCN N V DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 0 Z J Q � 0� Z W L LI V) Ir- Z W w U F- Z Z Q W O U i- Z Z W Z 0 w 0 Z L0 Z W cV Li w co w SHEET: Q N Ld F_ LLJ 0 W Z V J Ld W >z 0 W U 0 .- 70�,J, DEC ff y R SE 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. \ \ l \ \ I 0 os \ CB b-26.16 18 C P(N=18. 6 El 12 12;; CP E =20. 5 / �12 CPP \ .6 /41 '100*` / \ / / o ASPHALT s G`I \ 14 i / \ s \ / ASPHALT / / oya \ / `� R =2 15 \ \ \ oyo \ �1 " C (N) 21. 0 e / W 2' CP S)= 1.05 CURB \ \ CONCRET / SSMH RIM�24.72 / / ° ASPHALT ONCRETE 4 \ / �Q yO \ C2. \ ASPHALT l S IE 8" PVC=15.17 \ / \ �o CATCH BASIN o / ss IE 12" DI((N) I`IE)=15.17 \ / �\ o SEDIMENT PROTECTIO y� /l IE 12" DI(S)=15.07 / Gy \ yo 8C RI��=2 PPW 3. 41 \ V EXISTING �v� 6, \ ` " '= 4 l COMMERCIAL / yc. yam, oy� o \ ) \ S TE CURg BUILDING a \ ,sD \o CONCRE I. \ / (VACANT) 1 ASPHALT \\ CONCRE E I I S�-22.13 oyo icv ¢ CB RIM=25.78 \ / / INTERCEPTOR SWALE �� , _sp_ - _ \ 12 CPP(N)=22.08 yo - So 12' CPP(SE) = 22.13 CHECK -DAMS OC MIN 5; fi \ v� \o - so - \ - - SD CB RIMj. G2. =25 4.1.. C2. \ CH BASIN \ \ 6" PVC(S) 24:51 \\ �� SEDIMENT P OTECTION \ otio ASPHALT 4 oS C2. \ \ ASPHALT ASPHAL \ \ s \ �p. DEMO STORM -SYSTEM \;�.��o CB RIM 25;92 /. CB RIlM=23.81 � 4 PRIOR TO%CAPS .NEAR �\\ 8 CPP )=20.41 C2. WEST. PROPERTY LINE.W/ELBOW \ \ \\ \ y / BOT.:ELBOW 23 97 o l CATCH BASIN CB R.IM 26:20 \ (vI \ SEDI ENT PROTEC '/ \ 6" PVC(N 24 H RIM-24.85 6 PVC(W)-24 10: P \ IE 12 DIN =14.60 �\.\ sD . \ \ \ IE 12;; DI(E)=14.60 IE 12 DI W -14 / - - _ sD O �P ASPHALT- �� STABILIZED CONSTRUCTION REMOVE GRAVEL WITHIN so ' EN TRANCE 3- _ \ \ r sD = CLEARING LIMITS ; - S \ _SDP ' S \ _ - W x C RI =2 13 SSMH RIM=24.61 ��\` �� y / WATER MAIN & ASSOC A REMOVE 8" CP W) 24. 3 \ C IM=23.88 CAP STORM LIDS, FHS, AND VALVES BET WITHIN' CLEARING LIMITS IE 12 DI(N =14.11 `� 10" VC(S)=21.58 DRAIN _ - 1 E 12 " D1(E�=14.1 1 i `� / REMOVED. REFER TO C4.1 FOR \ 6 P (E) =21.98 / IE 12 DI(S)=14.01 NEW ALIGNMENT w P \ i CB RIM=25.82 WI 12 CPP(W)-18.71 SEDIMENT TRAP NTH : wP \ OVERFLOW SPILLWAY TO BE 2' CPP(E)=20.,d7 _ZrM 26.41 xX X I " CPP(SE) ;i9.32 SIZED IN FUTURE PH SES) wA' 1 " CP (W)= 2.56 V, CAP STORM 1 wA 8" CP P( )=22 46 �`\ �\ \\ ` \�\ ❑ DRAIN C2. wA - P X REMOVE EX TREES \ \ as \ CB WITHIN CLEARING LIMITS 1r) �� \k \� os\ , w P 12 " P(E) 22.0 �.� X INSTALL SILT C A.39 2 FENCE � w N r2 " - ( \ ° . REMOVE CURBS WITHIN CLEARING LIMITSIf -� 4�� REMOVE SIDEWALK WITHIN CLEARING LIMITS \ \ -3-4 s� \ \ \ \ \ \ SDMH RIM=22.72 IE 12 CMP(W)=17.42 ° ElIE 60" CMP(N)=16.12 s� IE 60" CMP(S)=16.02 CB RIM=20.00 ash \ \ /'R RIBA-?? 74, _ 1. = 0 15 30 60 O dr.=Z ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 1212010 J m V) 3 w zLd s O �z a CL U w w o N N 11 DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 .LPrA >- Z 0 �Q O t) Zcr_ 0 W to W ot-00, Z Z W Q W W U >, CL Z Z Q U p Q J of Z Z W Z 0 o m 0 C Z Z w Lii N Z w W 0 W co �- C) SHEET: DEC ,232013 PLr`\RlPtlING DIVISION SE 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. O G I JOINTS IN FILTER FABRIC 3HALL BE SPLICED jF AT POSTS. USE STAPLES, MRE RINGS, OR 17Q' BY 110e. HARE OR _ EQUIVALENT TO ATTACH FABRIC TO POSTS. EQUIVALENT, IF STANDARD DRIVEWAYS SMALL BE PAVED 70 THE EDGE STRENGTH FABRIC USED OF R-O-W PRIORTO INSTALLATION OF THE FILTER FA&i1C !" y10OPP CONSTRUCTION ENTRANCE TO AVOID PJ'�' �i DAMAGING OF THE ROADWAY IT IS RECONNEtDEO THAT RUN IN RAINS OFF THE PAD "MIN I I I I R•2SMIN. ENTRANCE F EBECROWNSID SO THAT 1' DEPTH r- 4' ROCK TSETTLIM DEPTH 3 1.s 8EONENr BTORAOE V DEPTH 3M'-IIAW WASHED GRAVEL CROSS SECTION NITS NOTE; MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 1'OVERFLOWD�ItI OUTFLOW &'T CRWNELIF CONSTRUCTED BY EXCAVATION. FILTER FABRIC FENCING Pa UBLIC WORKS SEDIMENT TRAP STD.' PIAN - 211.00 DEPARTMENT MARCH 2O08 u POST SPACING MAYBE INCREASED TO S IF WIRE BACKING IS USED MINIMUM V.4" TRENCH BAGKFILL TRENCH "IFI NATIVE SOIL 2714' WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1, CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL A'AIOUN (S OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TOA SEDIMENT TRAP OR I'DNU. 2 DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTE)(TILE USED MOST MET THE STANDARD LISTED BELLOW. ACOPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. A05 (ASTM 0175U 3610f SSE S12E 0.8}0.15A FOR 5ILTRLAI 501IESIEV E SGE 10.36aUNMI FOR aTHEIt FABIBCS WATER PERMITTIVITY ASTM 001 0.025EC 1MINIM1UM GRAB TENSIIF STRENCIR(ASTTd D4631) I'DLBS. MINJOR EXTRASTRENGEFABRIC 100 L05. FAN.FOR STANDARD STRENGHTFANK G STENSIIFEIDNGA ION ASTM D45M 30%MAX. ULTRA VIOIATE RESISUNCE ASTM D435 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, 23. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 IN CHES OF THE SILT FENCE S WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. S. MAINTENANCE STANDARDS 3,1, ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED 10 A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT 13 S INCHES HIGH. 3.6. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, (a PUBLIC WORKS SILT FENCE ffD' PLAN - 214.00 DEPARTMENT MARCH 2O08 CITY OF RENTON STANDARD DETAIL 2 CITY ( SCALE: NTS SCALE: NTS TON STANDARD DETAI 5 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4'HT QUARRY SPALLS OEOTEXTLE 0 17 MIN. THIGME83 PROVIDE FULL WIDTH OF NOTES INORE88,EOREBa AHEA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVERTRAFFIC WILL BE LEAVING A CONSTRUCTION SITE ANDTRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRASTENSILESTREBNGTN ASTMD4752 20D PSI MIN. _ GRAB 7I:NSILE ELONGATION ASTMD4632 30%MAI. MULLEN BUFISTSTRENGEH ASTMD3786-MA 400 PSI MIN. AOS ASTM D4751 2045 U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY $PALL$ SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENTTRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING $HALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. (8 PUBLIC WORKS STABILIZED STD' PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 ZI MAX SLOPE _ - - - 4 MIN. LEVEL BOTTOM _ _III -I s i l l iu I C I=1I I -I I1= I I it I II I II I II -,I 11=i � (- Iu_ :III=1il=lit ll Y MIN. WWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIREDAT: 1,1.7. THE TOP OF ALL SLOPES IN EXCESS OF 3HA V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEED$ THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 22. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1, I $ DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 32. F THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE WALES $HALL BE NCREASED. Nj PUBLIC WORKS INTERCEPTOR SWALE SM. PLAN - 217.10 R DEPARTMENT MARCH 2O08 AVERAGE SLOPE SLOPE PEIiCEN FLOWPATH LENGTH 20H:1V 3-5% 300 FEET 10 T020 H:1V 5.10% 200 FEET 4T030 H:1V 1425% IDD FEET 2 T04 H:SV 25-SOf6 SO FEET ENTON STANDARD D +II �MAI DRANAGE GRATE I TRIM GRATE FRAME SEDIMENT AND DEBRIS OVERFLOW BYPASS • D • D BELOW INLET GRATE DEVICE FILTERED WATER A A G A SECTION VIEW DRANAGEGRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below INet Grate Device (BIGD) for the eloml water 4DucWre N Will service. 2. The BIGD shall have a built -In high4law relief system (oversaw bypass). 3. The retrieval system must allow removal of the BIGD Without spilling the Dollecled maledal. 4. Perform maintenance In accordance with Standard SpedEcaWn "1.3(15). PUBLIC WORKS CATCH BASIN FILTER SM. PLAN - 216.30 DEPARTMENT T MARCH 2O08 ROCK MUST COMPLETELY COVER THE BOTTOM AND BIDES OF THE DITCH O" MN. 1:1 SLOPES NOTES 1. CONDTION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO ANON -EROSIVE DISCHARGE POINT. 2, MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 80 THATTHE CHANNEL 18 RESTORED TO 1T3 ORIGINAL DESIGN CAPACITY. 22. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN FJ70810N CONTROL BLANKET. STD. PLAN - 217.40 * PUBLIC WORKS CHECK DAMS SPACING AND DEPARTMENT CROSS SECTIONS If MARCH 2O08 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 12120115 J m 1.1j Z W � _O ~ a Z � J U W F'- U N W� o Q 0 Y Q DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/ 13 V Z _j � Z O � 0 N Z W 0 w irI w � Z Z W Q w w U >_ CL Z Z Q � Ups Q-J Z Ld Z 0 W 0 I..L O :2 Z w � N Z w W 0 ;, DEC 2, 3 2013 SE 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE \0 NOTE: - `\ CONTRACTOR SHALL VERIFY LOCATION, - DEPTH AND SIZE OF 36" x 60" CMP °moo ARCH PIPE & "BURIED STRUCTURE" SHOWN IN FADED LAYER ON PLAN. THIS - - o a INFORMATION WAS TAKEN OFF CITY OF RENTON AS -BUILT R-21650A. TOC I �AX H WALL \\ }\ \ OT W/ NCB j\ \ 2 in .40` \ ` ibc om J "�60 �PE CB RIM=20.00 asp \ IF R" R( P(F)= 1 R 1 i \ \ \ \ a " PVC 00.5%� O PVQI \\ IE �120 0 \`\ � 2-2- 21.22 SDMH RIM=22.72 IE 12" CMP(W)=17.42 ❑ IE 60 CMP(N)=16.12 � IE 60" CMP(S)=16.02 \ CB RIM=22.75 GRADING QUANTITIES TOTAL EXCAVATION (CUT) _ 1,430 CU. YDS. TOTAL EMBANKMENT (FILL) 4,080 CU. YDS. TOTAL 2,650 CU. YDS. THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. SPECIAL ASPHALT OVERLAY NOTE: ELEVATIONS WITH ASTERISK (*) INDICATE A 2" (0.17') OVERLAY OF EXISTING PAVEMENT. CATCH BASIN SCHEDULE MARK TYPE GRATE ELEV INV ELEV NOTES TYPE 1 26.10 N - 23.50 TYPE 1 25.90 N - 22.36 TYPE 1 26.70 S - 22.50 W - 22.40 �4 TYPE 1 25.50 E - 21.95 W - 21.85 g 5 TYPE 1 25.20 E - 20.99 W - 20.89 TYPE 1 24.00 E - 20.82 S - 20.72 48" MH 24.50 CONTECH CDS E - 20.65 C3. N - 20.55 96" MH 24.0 E 19.0 CONTECH STORMALTER _ C3 W - 19.0 TYPE 1 25.5 N - 21.0 E - 21.1 W - 21.65 1 U TYPE 1 25.5 E - 21.75 N - 21.75 N - 22.75 11 TYPE 1 26.0 E - 22.75 W - 22.65 12 TYPE 1 25.95 N - 22.03 S - 22.08 C 6 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 12/20/13 am Y Q DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 0 Z J � a � 0 Z W W Z Q W 0 Z CL w a ZZ Q W W 0 H- CD C.5 U Z Z Q ix O Q Z O � H Z Lo CV Z W W SHEET: DEC 2 3 2013 PLAN "NG DIVIS101,,, SE 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. O GI 8" MIN FROM WOOD. 4" DIA PERFORATED PVC PIPE SEE STRUCTURAL DRAWINGS WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN FINISHED GRAD;__�=11_' 6" DOWNSPOUT TIGHTLINE TO CONVEYANCE SYSTEM 0 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN (CONTRACTOR MAY LOCATE ON EITHER SIDE OF FOOTING DRAIN) _""'�o oQo00 0O0°O O0Oo 000 LINE OF MAX EXCAVATION. 00 0 0 00 IF SOIL IS OVEREXCAVATED, Q0 o00� 00 REPLACE WITH LEAN MIX o 0 CONCRETE. / 1 1 SCALE: a Z�a a a1 via Q a as FOOTING 11 N co � PAVERS SET INTO BUILDERS SAND CRUSHED WASHED IN ROCK �..-�., / (1 TO 1.5 INCHES) FILTER FABRIC MIRAFI 140 IN ABOVE & o BELOW CRUSHED ROCK EXISTING SUBGRADE PERMEABLE CONCRETE SECTION SCALE: NTS CD o�ro° o o° or9 o o° oaro o o° o°� o0. 00O o0 �o 00 CZO o 00 00 � — 11=1 1 I I —I I M I 1=1 I I—� M I I —I I I —I I I —I I Ml I CLASS "B" HMA (WSDOT STD SPEC 5-04.0) CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9-03.9(3)) SUITABLE NATIVE MATERIAL " FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED ': ....... ....: ..... ...4:.....: ::..-. :....:. .....��. ....�.. ..�i�... .....�-:......:.......: ...�.........: .:..-:....: .w......: ...�.:..... .._:.... ..�......-:�.... ..�-:�.. ...�.....�. .�.:...:. ...:.. ..:.. :.:-::..: .:w...-:.:.. ...... ......-.:..... :.��......... ....I�.. ...:....-:. -....:�......:�. .............::..:...... .....��. ...:....: .w.... �.:.... .�:..:..:::.... .:::�.....�.�!...... ��........... ....... .. .....:......:....: ... ................ �...� ....�, ....: :: _ STORMFILTER DESIGN NOTES .. _ _ : .A.-... -: : .M...:��.... STORMFILTERTtEArMENTCAPACIT.IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE ..- .�......:....... .. " - STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. _. .. _. ... _. _.. .. ..,. .. :: _ .: 8' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.8 CFS, IF THE SITE . .- — IONSEXCEED 1.8 .. AN UPSTREAM BYPASS STRUCTURE IS - . . :: :. :: .' .. .. . . _ __ A .. OUTLET; SUMP..::_ . REQUIRED. .:. - - ... .. ...- 11 I I CARTRIDGE SELECTION �....:.. _ . .= �OW .........._.... :........ I .. - - -_ - A CARTRIDGE HEIGT 27' 18" LOW DROP DROP _......:...t :- �� r L�- �}- �_ RECOMMENDED HYDRAULIC (H) : 3.05' ZT 1.6 : INLET :: ] SPECIFIC FLOW RATE ( m! 2 gpmlft' 1 goffff 2 gpmAF:: 1 gpmllF 2 gpnff 1 gpmlfh' ...........:. -....�. . CAR}RI DGE FLOW RATE (gpm) 22.5 11.25 15 7 5 1Q 5 .: _. ... 1. OURET i..... t..... .. .:: t r - - - :: }_ P ... ...-...... m.! . m.... .- - _ -: m....:... m...:. I I I II I I t W" I:D. MANHOLE: . .. . i STRUCTURE .. ._. _ .: .. . (114) O.D... .: - .: . _. .._ . .. TOP8LABAccEss : _ `� .. t .. DATA REQUIREMENTS .. SEE FRAME AND ::. :..:.. COVER DETAIL . STRUCTUREID .: " m.... m..:i. ... _ ... _. ...-- - WATER QUALITY FLOW RATE cRs 0.142•c(e . .... .. ..... _. .. ... -: PEAK FLOW RATE cfs) : 1.08 Efs -. .. - .. .. .... .. - ... .. ... ... ... .. ... - ... --. ..- - .: .... .. --:' .::: .. .. _ ---. .... - ... .: .: :: �:- .. as .. � • a a::. RETURN PERIOD OF PEAK FLOW (yrs) 100* .. : PLAN . .: lR. *cARTRIDc IFLow G. 'VIEW RAQE ... „_; ..:. - is - .... - ._ -::::..: STANDARD OUTLET RISER :._ - .. :: :: MEDIA TYPE CSF PERLFIE, 2YG; GAC, PHS `:: : . ..: .... ... ::FLOWKIT:43A , CONTECH .. _ .... _ _ : .: a .::: _ .- PIPE ,...m... DATA : LE: MATERIAL. I: DIAMETER . ... .. .. . ... _ .: .. INLETPIPE#1 :-2085.,,:::PIIC• .:: . .. : INLET PIPE#2 . .. ..- ... .. _ .::... OUTLET PIPE:... : M PVC" . . .. .. . RIM ELEVATION . ATIFLOTATIONBALLAST WIDTH _ HEIGHT . .. .... ... ..: ... ... 24 50 . . .. . NOTESI3PECIAL REQUIREMENT8 CONTRACTOR TO GROUT TO _ FINISHED GRADE .. FRAME AND COVER I. . .. :: . _ ::: ::GRADE. (DIAMETER VARIES) ' PER ENGINEER OF RECORD .: .. .. _ _ _..: :: .. .::: - NsT $. RINGIRISERS . ... _ _.. f / �— .. ... 1 \.. }• !.. ,, FLOATABLES " " GENERAL NOTES :: . : _. BAFFLE : . - 1. CONTECH.TO PROVIDEALL MATERIALS UNLESS NOTED OTHERWISE :: ... .. .. . : . .: Z. :DIMENSIONS MARKED WITH ()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY ... .. .. - " "' . - ... 3. FOR. SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS; PLEASE CONTACT YOUR CQNTECH ENGINEERED SOLUTIONS ..:::: --:--4 LLCREPRE8ENTATIgE. www.canlechE$,aom ... - . - 4; STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE .. ...ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS .: ., .. _ . - :: . DRAWING : ... ... _:: .: _ . _: _ 5 STRUCTURE SHALL MEET AASHTO H820 LOAD RATING, ASSUMING EARTH COVER OF 0 G AND GROUNDWATER ELEVATION AT, OR BELOW, THE:. .. - I - - .. :::: " " OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO INLET P9'E :.. M308 AND BE CAST WITH THE CONTECH LOGO. ... .:' .. . .: :.. . : B. I FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL . .. . . . .. _. .. _ _ .. :. BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 39 SECONDS. ::: -. .: 7. SPECIFIC FLOW RATE IS EQUALTO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER COTACT SURFACEAREA (" ft). ..: _. FILTER .. Y.:', . . . _ _... a .. _. INSTALLATION NOTES-:: DESIGN DERA N AND BE 1, ` UB E BACKF LL D A D/ORANTI-FLOTATION PROVISIONS ARE ffE C FIC S SI T10 8 $HALL ANY S. . BAS ., _ _ I EPTH, N S .. 8PE GN CON - :: ::: :: .: CARTRIDGE p ::. ` SPECIFIED BY ENGINEER OF RECORD. -:: "' " " " : U Ci "1. � D O LIFTAND SET THE S ORMFIL E RUC R.. 2.. CONTRACTOR TO PROVIDE EQUIPMENT WRH SUFFICIENT LIFTING AN REACH CAPACITYT T T RST TU .:: _. FLOW Krr .. ..: .: .. - - .:. W =� 0 :::x - :_ (LIFTING CLUTCHES PROVIDED} . .. . .. _. ... � .. "' ? : W 9 CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE: ... ... : ..- ..O .. L .. .... OUILETBUMP : - _. .. .... ._ .. _ x -: ::: 4 -TORTO PROVIDE INSTALL, AN GROUT INLET PI E 9 . _. ... .. - .. . . CON}FtAC NSTA AND R 4g -: P O ... P OUTL.. ..:: . ... HD E_._...._T.R, � _ :.: CT RTOPROVIDE'ANDIN TALL NNE TORTQT THE ER LIB.STORMFILTEREgUIPPEDWfT}IADAL:dAMETERHDPE 8: CONTRA . Q S. CO . C H RISER STU .... : OUTLET B AND SAND COL I O I E IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE S INCH OUTLET STUB AT MOLDED SECTION A -A :: IN CUT LINE COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CO TRACTOR .. ..1.: .. : O O AKE AP RO I U S O OTECT CARTR OM CONSTRUCTION -RELATED EROSION RUNOFF.:: .. B.. CON}RACT R T _ TAKE ..... . ...PRATE MEASURES RE.. T PR CARTRIDGES FROM ::.. . �I . % NTE ... H sFMH9s :. : :: ENGiNEEI:ED ..... -nls uc 5T RMFILTER StormFllter• ::: .:: - yrww.n. n}�cEEscom = ...a .� : _ .... - .... .... -. -... n..�..rb..�. >a � ; :. _ -:: _::: ' ::: ::: - . - -:: .: - 9m 6 centre ednfe or. sumo �o9, weel cx�eeosr. off 4EMB rl....a.- _ _ STANDARD DETAIL . ... _. .. 000438.1122 I I I: 518.816-700D 51S-8137893 F/VC SCALE: NTS ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 12/ 20/ 13 —1 Q r__ m Ln w z O = ♦- 0- Z Q O� J U Ln- Li I— r,lh4r to W \ ♦- O 0 '-, cV Y I I I DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 N J V wZ_ r V Q Z cl� Q Q O Z ck� Q W W N F— Z W W U Z I— Q W Z Q O� 0 U Z Z Z W Z — O w O 0 t— F— Q Z L0 Z ellLdNw I w (o w 0 �j r SHEET: C311111 ', "= i "E DE:C 232013 PLAN!",PI, Dlvial.iti SE 1/4, SW 1/4, SECTION 18, TOWNSHIP 25 NORTH, RANGE do - ay a 5 EAST, W. M. ,O �o \ I \o I \ ti� I O � ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GULL ' og waste, Ia1VAL NO W \ p \ N V— i F 212010 DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 V z J � Q � O z cl� W W z W Z W U Q Q ZzQ U O Q 0- z w z cy— oo.� O w O W W Q Li W N W SHEET: WATER AND SEWER PLAN komme . SME. 1 = 30EEC_- a I 30 0 15 30 60 1 `(.f ) DEC 2' 3 <.Tl PUTS SE 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. w _ ............ Z J: w z TESTING DETAIL X 38 FT X O NEW D.I. WATER LINE TAPPING TEE (MJXFL) VERTICAL CROSS(MJxFL) FOR POLYPIGG.NG P WITH 2" T P A 2" PLUG t-BLIND FLANGE ON TOP VIT3 A AND TAPPING -GATE -VALVE (FL WITH H 2 1-BLIND FLANGE ON BOTTOM TEMPORARY PLUG (MJ) WITH .M INCH TAP T-PLUG(MJ) WITH _7''TAP & 2" BLOND -OFF .AND 2-INCH BLOW -OFF .ASSEMBLY CONCRETE BLOCKING. TEMPORARY BLOCK z- a` z FINAL CONNECTION DETAIL - L - O NEW D.I. WATER LINE AFTER ALL CLEANING BY POLYPIG; PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY StOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE, (MJ) dE P.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: T. TAPPING TEES SNA -L..BE MADL. OF CAST .Ill:oN, DucTILEiRQON. OR EPDXY=COAED STEEL. BOLTS AND NUTS : SHAL BE COR-'TEN, ALL. TEES AND VALVES SHALL BE WATER TESTEDBEFORE TAP - - 2:. NO S12E ON SIZE TAPS Off CAST IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE -EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT ONE OR STEEL ONE 4: WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER''TAP OR SUPERIOR TAPPING INC. :5 CQNTRACTOR SHALL :POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL.START LAYING R1E NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING- - STUB. 6! CITY FORCES WILL PERFORM TOE FINAL CONNECTION FROM :THE WATER LINE TO THE TAPPING VALVE WITH DJ SLEEVE: AND Lla, SPOOL: 4 - �n PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN 3001 t "`jam t DEPARTMENT TAPPING TEE & VALVE . ANT � MARCH 2O10 CITY C SCALE: NTS TON STANDARD DE FEGiSTER SHALL BE TDUCH READ PIT LID 4" POST (TH-PL) AND BE INTELLIGENT COMMUNICATION {gJxhtJ) PAINIEO BLUE PAINTED ENCODER TYPE. (ICE). .METER MUST READ: IN - 2-3/4" :SHACKLE RODS PER CiTY CU. FT. - OF RENTON SPECIFICATIONS 4" -90' BEND(MJ) > -. _ . 4' 99' BEND (MJ) INSTALL IN TEST --TEE.(MJtFL) -- - z LATE-VALVE:(FLAIJ) 1-- o "- - 13 LF -4" 131 t2 �. _ - 7z0 - � PORT A 2 x2" BRASS NIPPLE WITH A 2" RESILIENT LADDER VAIIH SEATED BRASS GATE VALVE AND 2" PLUG,. A 4" FtxMJ ADAPTOR = SUPPORT BARS4" - . 2'- 4" FLxMJ ADAPTOR e PER OSHA - • •' 4" or 6." D.I. _ _... ..:.- .. .... -. To BUILDING FLrnw -+- CPDXY NON -SHRINK GROUT 2._4" s f, lEE .(MJxFL) J; - WELDED: STEEL COLLAR: ciTV PRIVATE TOUCH READ PIT LID.5EN.SOR:MOUNTED ON STEEL PLATE COVER THROUGH 2 DIA. PIPING PIPING DRILLED HOLE IN. COVER LOCATE HOLE.2W. DEADMAN BLOCK_-:' :FROM EDGE OF PIT LID AND RIBS. 4" TEE - REQUIRED PATH (FL) -SHACKLING TO TEE PRECAST CONCRETE VAULT PATH 2 3'x3" HINGEQ-STEEL- PLATE COVER: OUTSIDE DIMENSIONS 4`-8"x7'-W. (EQUAL TO PIPE: INC., OR:UTILITY VAI/LT MATH SENSUS MODEL -520R RADIO_ - 57-71-B, 2 ;NY DIAMlN10:PLATE:DOORS) - READ. PIT SET SENSOR MOUNTED ON :STEEL -.PLATES TWO PIECE CAST:iRON VALVE BOX, 6',4' OR 3" GAIE :VALVE: (FExFL) COVER THROUGH- 2"-DIA: EQUAL TO OLYMPIC FOUNDRY CO. NOR -RISING SIEIA WITH HAND WHEEL DRILLED HOLE ,IN_ COVER: :STANDARD 8" TOP SECTION, WITH EQUAL TO MUELLER CO:A-2380-6. -REGULAR BASE SECTION LENGTH TO FF 6" OR 4 (FLxPE) CEMENT LINED - DUCTILE IRON PIPE CLASS 52 S-6' LONG WITH COLLAR.;0" FROM RE. - EQUAL TO THOSE SUPPLIED BY PACIFIC r • -- VALVE -NUT EXTENSIOFI if REQUIRED WATER WORKS -CO. INC, -V i 3 �4. - � (DWG 0.R46/PACE 0090) FLOVY- IV AROUND 6' 4" FOR 3 Ct21APOUND WATER METER (FL) ---/ EQUAL TO SENSUS SRII COMdPOUND METER WITH TOUCHREAD PIRAD I C E. REGISTER 4 SENSOR YTH 4 WE IL HIGH RESOLUTION (iG.QC-U CUBIC.. ADJUSTABLE STEEL FEET) REGISTER'.: FOR -3 METER, REDUCE- AT PIPE- SUPPORT - METER PATH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED REDUCER, TO FLOOR GENERAL. NOTES: �R AND KF 0 PREVENTION DEVICECOMBINATIONS ARE ALE METERS BAC L W PRE. NDON .M.,., NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS: NOT SHOWN, AN APPROVED _ DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING OEPL FOR ITS .INSTALLATION. THE PRINCIPAL REQUIREMENTS REGA RDING VAULT SIZING ARE THE LENGTH OF FITTINGS. OR THEIR CLEARANCE FROM TIRE VAULT WALLS. - (WHICH CLEARANCE SHALL BE A. MINIMUM OF 12 FROM THE ENDS AND HE DE CLEARANCE - THE SIDE CLEA S •OULD BE AS TYPICALLY SHOWN -ON THE T1 OU DETAILS). VARIOUS DE . STANDARD IL S ) NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLEDSOIT BEARS AGAINST SUFFICIENT .UNDISTURBED EARTH SO 'AS TO SUPPORT THE DESIGNED TFIRUSL -6", 4' OR 3' GATE VALVE- (FLxMJ) EQUAL TO MUELLER CO, A-2380-20, -10 BUILDING -."- 4- CITY PRIVATE' • PIPING PiP;Q 6 OR 4":0EWE CEMENT: LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6" OR FLEXIBLE FLANGED COUPLING ADAPTOR, ROMAC: OR APPROVED EQUAL. PUBLIC WORKS 3"r 4" & 6"::COMPOUND DOMESTIC DEPARTMENT WATER METER ASSEMBLY STD. PLAN - 320.4 MARCH 2010 2 FIRE HYDRANT SHALL. BE COREY--TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WAT€RODS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS: 5-1/4' MAIN VALVE OPENING. IWO 2-1/2 HOSE CONNECTIONS NATIONAL STANDARD THREADS.. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A. STORZ ADAPTOR, 4,875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/0" STAINLESS STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT: FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, KIILLY-MOORE/PRESERVATIVE PAINT No, 5789-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED, MIN. 18" TO 20' BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' -- SIDEWALK THAT IS .ADJACENT TO. CURB i 4.875' x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AR HYDRANT, FINISH TO MATCH. SIDE EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK OR PLANTING STRIP • - �3 " 36" MIN COVER CONCRETE -1 THRUST BLOCK 16" x B" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 6 CUT f- - TWQ-PIECE .CAST IRON VALVE BOX WITH LUG TYPE COVER; EQUAL TO OL.YMPIC FOUNDRY CO, STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NOT EXTENSION AS REQUIRED,. RAISED PAVEMENT MARKER TYPE 88-A STIMSONNE 1W-WAY BLUE REFLECTIVE'. ONCRETE BLOCKING is -MAIN LINE TEE. WITH.B" FLANGE SIDE OUTLET. > 6' GATE VALVE (FL X. M>f) AWWA C--509, RESILIENT SEAT 6" DUCTILE IRON PIPE, GLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TF_N STEEL TiE RODS 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK V ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF TRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALI_ GROUND LEVEL ALL GROUND IN 3' RADIUS MIN 3 RADIUS wZ-, PUBLIC WORKS D..P.PAR'I TENT I ML ONE MAN ROCK 6 -0" CONCRETE PAD 6" CONCRETE PAD F.I [_.-- HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY STD PLAN 310.1. hIARCH ',?Ot ) _ S W. 11-1/4` BENI) 22=1/2' BENT) 45' BEND CAI? TEE - 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES). FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR: - FIRM SILTY SAND COMPACT SAND ._........ ._..- -- COMPACT SAND & GRAVEL - - 90, -45• BEND---- -11 1/4'-_. 9D' --- y5' BEND - :It 1/4' 90, 45' BEND. - 11 i/4`-' FITTING BEND TEE CAP OR PLUG & 22:1/V BEND TEE CAP OR PLUG & 22 1/2 BENO TEE CAP OR PLUG & 22 1/2' BEND _BEND -.2 1.6. I6 .. 1.0 ... 1-Ts- '.g.4 9.4 3:8 .6.7 43 4:.7 1.9. SA 3:5 8 'L3.i1' 1g 18:7 - 6:7 11J - 8.4 -"_ 8:4: 8.8 6.3 I2 530. 3 S 7. -37.5 15.0 26.5 _ -18.8 18.8- .___3,4 7:5 20:D 14.0 _.__..63 _... 14.0 .. _2.5 5.8 -AREAS CALCULATED ON 300 PSI -TEST PRESSURE-. X-Q" MIN. COVER. FOR WATERMAIN LESS TITAN .12, 4 0 MIN: COVER FOR:-WATERMAIN t2 OR GREATER, - MAX. HEIGHT OF TNRU$T BLOCK (FT) - 0.5 X DEPTH OF TRENCH MIN, HEIGHT OF THRUST BLOCK (FT) - :.:Q.D.. PIPE t 110 - RUST BLOCK BEARING---.-1: - tEA REFERS TO THE. ,CE: OF BLOCK MEASURED y IN SQUARE {EET NOTES 1. LOCATION AND -SIZE OF BLOCKING FOR PIPE LARGER' THAN 12"OIAMETER- AND FOR SOIL: TYPES DIFFERENI THAN SHOWN SHALT_ BE DETERMINEDBYTHE ENGINEER. 2. ALL BLOCKING SHALLBEPOURED IN PLACE -AGAINST -UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLEO AFTER MIN. I DAY. PRESSURE TESTING SHALL OCCUR -AFTER CONCRETE HAS REACHEDNOMINALCOMPRESSIVE STRENGTH. 4, ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTNC SURFACE AREA - POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS 10 BOLTS AND GLANDS SHALL BE PROVIDED, PUBLIC WORKSCONCRETE BLOCKING FOR STD. PLAN - 330.2 4 n 4 n =` HORIZONTAL ANDDOWNWARD __...:------ .... DETAR'VhIN;I -- - VERTICAL E TICAL BENDS CITY PRIVATE PIPING - PIPING: 1-1/2" AND 2 NIATFR SFRVir[ DETAIL z ; J J IN UNIMPROVED F RIGHT-OF-WAY INSTALL METER CAUL -r VALVE BOX SHOULD NOT REST AN - 10 11 12 a BOX AT PROPERTY LINE WITH a PIPE, LATER COMPACTION IN AREA OF VALVE -BOX 0 12" LONG: COPPER, TAILPIECE o. COULD CAUSE THE BREAKAGE OF THE SERVICE. a . u - - ...__. 9" MIN. TV MAX. LEAVEEXPOSED: ,-.o 5 e R C USHED ROCK. SUPPORT BASE TO S T A/� A VAULT. _ - ` DRILL 2" DIA. HOLE F09- - - D I L CQUICK-JOINT TOUHREAD Uf;_N6E - _ __- .- '-COUPLING -z MIPT Ca57 IRON OR DUCTILE IRON WATERIda1rl -'j 2-1/2" MIN. FROM NEAREST - FRONT EDGE OF PIT LID NOTE; _ THE CENTER OF THE HOLE MUST AT (EAST 1 FROM UNDERNEATH ATH RIDS UNLESS THE RID SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF .. _F- MORE THAN ONE`RIB_, TYPICAL RIB MATERIAL .LIST FUR 2' SFrRVICEi METER LOCATED IN PLANTING STRIP IJATFRIAI_ LIST. FOR- 1-1 2'...SERVICE, MPTER -LOCATED 1N PLANTING. STRIP - - ---- RFTI4FEN CURB �& SIOEWAEK` ""TV'FFN CURB & SIDEWALK - - �. ., .. 1 2" topped tee on new water main. I. 2' topped tea on now water main. 2. 4" long X. 2" brass nipple with threaded ends (MIPT). 2. 4' long X 2' brass nipple with threaded ends (MIPT). 3, 2" resilient soot gate- valve- rrith ttreaded- ends, square. operalingl nut, 3. 2" resilient seal gate Valve with threaded ends, square operating nut, and and vglye nut extension if required (see standard deloil-330,1), valve out extension if requited (see: standard detail 330.1): 4: Two piece cast Iran vojyo box, 'Standard B" top section with regular h. Two piece cast iron_. valve. box. Standard .8" top -section with regular base -" base section, length to fit, "lug" type �cover, : 2" brass bushing (MIPT X section length to "lug' type cover. le g h h4 9 FIPT)- 5. 2' X 1-0he; brass bushing (MIPT x.FIPT), 2 each 1-1/24. brass or 5; 2 each 2" bross or bronze nipples 6" length, threaded ends, 2 each bronze nipples 6" length; threaded endA,.2 each (-i/2"-90' brass or 2"-90` brass or bronze elbows (FIPT x FIPT), bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression filling, Ford C04-65 or equal-,. 6; I .1/V (MIPT) x -compression fitting, Ford C84-66 or. equal. 7. 2"- soft. copper -tubing type K or Brass nipples (MIPT x MIPT), length to 7'. 1-112" soft copper- tubing type K or brass nipples .(MIPT -x MIPT), length lit: -- to fit. 8.. 2'- threaded :brass :90'- cIL 8: i 1/2" threaded brass 90' _ell, for Ford- "4-77 or equal. 9 2"- Customsetter with by-pass Ford: YBH 86-128 11- 71 (x 17-3/16" 9, i 1/2" Cusemsetter with by -puss Fard; VBH 86=126-11-65 (x: McDonald Bross; JOB715YVDFF775 or Mueller B 1417=2", with.fionged 13-3/iB"), McDonald Brass: 308612WDFF065 or Mueller 11-1427 1 f/2", angle boll valve Ana padlock winge- on inlet, and angle- check valve with flanged angle bell valve and padlock wings .on inlet, and angle chalk oullel, ball valve: on bypass with padlock wings. Customsetter stlall volvc duller bell valve on bypasswithpadlock wings. Customsefter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied dad foStailed fit meter setter) by have vertical inlet .and outlet. 10. Rigid meter spreader to be supplied and Installed inmeter seller by contractor: - - It. Water rooter .shell be 'supplied and installed by City of Renton -upon cGalr'octor, it. water meter shall .be- supplied end -installed by City a( -Renton upon payment of all. related -water meter fee_ and satisfactory pressure- and payment: of all related water meter fee and satisfactory pressureand purity tests: - Parity tests. 12. 17"x30" Plastic meter box equal to Mid -Slates Plastics, Inc. BCE -Series 12 1 P"x30"' Plastic meter box. equal to Mid --States Plastics, Inc.. BCF Series MSBCF 1730-18 with 2" thick Ductile !ran diamond plate cover 18"x3l" MSBCF 1730-48'with 2' thick Ductile iron diamond plate cover 18%31" equal to Mid-Stotes Plastics; Inc: MSCBC-1730-ft with 2' drilled hole - equal to Mid -Slates Plastics; Inc. MSCBC-t730-R lyith 2" drilled hole for - for.louchread- pit lid; and meter read lid.-. toucnrgad .pit lid. - - 13• 2" coupling (compression x Fli with 2" plug (MIPT); ford C-14-66 13 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford or equal, The property -- -owner is responsible for any necessary. adaptation of • sac C-t•f-66 or equal.. The :property owner Ts'responsu3 ble for any ney .. extension of water service.. - � � adaptation or extenSioit of -rooter service.. NOTE: AI_L METER BOXES INSTALLED IN CONCRETE_ OR PAVED - DRIVEWAYS :SHALL BE CAST -•IRON EQUAL TO: OLYMPIC: FOUNDA.RY. EXPANSION JOITJTS MUST BE INSTALLED TV MINIMUM ON BOTH - - 51GES OF METER BOX, -STD: PLAN - 320.2 t �► . PUBLIC WORKS :: „ 1z AND 2 WATER SERVICE LOCATED _ :....._.. * DiPARIMENT IN PLANTING STRIP NIARCH 2O10 CITY DINNED AND MAINTAINED ......:....:. . PRIVATELY AWNED AND MAINTAIPA f) ---- ' ... :. M+r MAXIMUM WE I.EPIGIH FROM F'ROF1RiY� LIb'E BUILDING WAIL 'fO DDCVA MUST NOT EXCEED. W FEE) 0. -trot 4 CONCRETE dO1LARQ5 L- ...._. -- 2 0 U 10 N CJ 5 IF MAX. O0 i 09, @i x U 9 O r) N o. w o z o - 0 a-iDlCn � 48 INCH 10302 11 m DDCVA MUST BE; INSTALLED IMMEDIATELY AFTER_ - rc pit PIPE PENETRATION THROUGH BUILDING FLOOR SLAB,0f. - ROOM IN WHICH DDCVA IS LOCATED SHALL:: A. HAVE FLOOR- DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40' F MIN, TEMP.) NO HEAT TAPE , 9 C, NOT -BE -USED FOR-5 STORAGE AROUND THE.ODCVA T. -TO °1 D. HAVE CLEARLY DELINEATED ACCESS WAYS -D � AND PIVs: E D CVA N o I A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE ! a z CITY OF RENTON FOR INSPECTION OF THE DDCVA 0as a - AND METER. - SEPARATE FIRE: SPRINKLER_ PLANS ,INCLUDING-INSTALLATION.OF__DOCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. II i; MAIN LINE )EE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE. (Ft. x MJ) WITH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL :PIPE AND x FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE a ` THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5,2-90 BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL a 6. 18" LONG SPOOL (FL. x PE) 7. FLANGE COUPLING ADAPTOR 8 ¢"PROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY,; (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES) BOTTOM OF DDCVA SHALL BE A MiNiMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOTHIGHERTHAN 3 FEE T'MAXIMUM. INSTALL ..3 CONCRETE PADS 0R ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA 9 O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SYATCHEu, ADD WIRING IN ACCORDANcE WITH L & i 10. METERED 3/4-INCH BY-PASS DCVA BY PASS METER SHALL BE A 3/4 INCH SENSU5-ECR" SR POSITIVE DISPLACEIAENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE Of THE BUILDING WALL (WALL MOUNT TYPE). It. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6." BULL, ELBOW, THREADED: 13. UL LISTED FIRE DEPT.. CONNECTION,, UL.LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS OCVA MOST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION Or NEW LINE, INSTALL BRASS Y" FLARE TEST COCKS WITH Yd' FLARE CAPS. PERIMETERS OF MINIMUM CLEARANCES TO RE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY:, "DO NOT BLOCK ACCESS" .FINISH FLOOR LEVEL ELEVATION VIEW OF DDCVA ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED. TO FLOOR. U~ INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.6 PUBLIC WORKS .... t + LARGER DETECTOR DOUBLE CHECK DEPARTMENT VALVE ASSEMBLY 14IARCH 2010 2120115 J m V) W Z > O ~ Z Q (Y U J W I�- F- L N W O Q 0 CV Y Q DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 0 Z_ J � LL 0� W W (n L. J Q w 0 0 Z Z Q Z W U 0 Q 0 Z Z W Z �i 0 W 0 W W Z Lit Z Q W yj W N' lit LL W V) I-01:11121115 C4.2 SE 1/4, SW 1/4, SECTION 18, 1� TOWNSHIP 23 NORTH, RANGE 1-0 \0 oy / '10-\ PL ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 V') w pal 21201 13 DESIGN: ipul DRAWN: ics CHECK: GAG JOB NO: 13133.20 DATE: 12/20/131 0 z V) -J Ld CC z w Ld La LLI > Z 0- Lj LLJ U CL Z z La 0 U) 1251 z 57< uj LLJ im z 0 Ld w z 0 Ld Ld 11-- F- 4.5' MAX HT z Ld LO C%4 z w RETAINING WALL w I (D (10 I a 1 SHEET: 8.0' 8.0' PLANTER STRIP C501 RDI-A-WED DEC 2 3 2013 PLAN'i'll:!N'G UVISION 6" 1 /2" 1 /2" R. LEVEL 1" R• „ 2% p D P NOTE: EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE RAISED EDGE DETAIL WALL OR BARRIER SIDEWALK /-1 /2" R. 1/4" PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL \�- PREMOLDED JOINT FILLER EO EXPANSION JOINT 4 VI I 1 SCALE: NTS SEE (:D 6 1/2" CONTRACTION FACE OF CURB JOINT 5 1/2" 1° 1" R. � % L. p , , D ' TOP OF 7t, ROADWAY ° 12" D °p 8" 6 1 /2•• 1 " NOTE: EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) CURB FACE DETAIL O CONTRACTION JOINT CEMENT CONCRETE SIDEWALK SHEET 3 of 3 ADOPTED CITY OF RENTON + + STANDARD PLANS T O LST DATE: 04/04 DWG. NAME: F005-2 SP PAGE: F005.2 DET SE 1 /4. SW 1 /4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. PLAN VIEW CATCH BASIN GUTTER PAN SLOPE GUTTER PAN DOYM TO FRAME AND GRATE MATCH 1/2' R. 1" R. ROAOIVAY SLOPE 1 RECESS D ADJUSTMENT SECTION (NOT INCLUDED IN BID ITEM) -D• SEC -BON OA ,. CEMENT CONCRETE 5' TOP OF 1/2" R. /_ ROADWAY � • VARIES �D CATCH BASIN OR INLET p ' (NOT INCLUDED IN BID ITEM) 6 1/2- 1/2' R t" R MATCH //J ROADWAY SLOPE • q , m 1/2' R. 9 •D q� w "q. ROADWAY VARIES- ( SECTION OB CEMENT CONCRETE CURB AND GUTTER PLAN SHEET 1 OF 1 O ADOPTED v CITY OF RENTON STANDARD PLANS CST DATE: 04/04 DATE REVISION BY APPR'D D'v' G. NAME: F001 SP PAGE: FO01 2 DRIVEWAY (BY OTHERS) CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) a" CEMENT CONCRETE DEPRESSED SIDEWALK CURB & GUTTER °r (SEE NOTE 3) W TYPE 3 — ISOMETRIC VIEW SEE SHEET 5 DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DRIVEWAY (BY OTHERS) CEMENT CONCRETE DEPRESSED CURB & GUTTER CURB &GUTTER (SEE NOTE 3) (SEE MUTE 3) TYPE 4 — ISOMETRIC VIEW SEE SHEET 6 TON CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 2 of 6 Y a ADOPTED CITY OF RENTON + 1+ STANDARD PLANS LST DATE: 04/04 DWG, NAME: F004-1 SP PAGE: F004.1 DETAIL \- CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALK - f - % JOINT AND FINISH \ DETAIL /h- SLOPE ROUNDING VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) VARIES - 6' - 0" MIN. (SEE CONTRACT) �1/2" R. (TYP.) I 2% vl 1/4" PREMOLDED JOINT FILLER CEMENT CONCRETE SIDEWALK ADJACENT TO CURB 6 � lk DNAmann - BROOMED FINISH 4" WIDE, SMOOTH /r TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM CURB NOT INCLUDED IN BID ITEM CEMENT CONCRETE SIDEWALK SHEET 1 OF 3 Y ADOPTED GOB CITY OF RENTON +_ + STANDARD PLANS T O� LST DATE: 04/04 DWG. NAME: F005 SP PAGE: FO05 x v 3/8" EXPANSION JOINT (TYP.) (SEE SM. PLAN F-3) 3' 0' 13' 1" CEMENT CONCRETE SIDEWALK - VARIES ^• 14' MIN. (SEE CONTRACT) 4' 0' 10' 9" 5.0. T 8" 0 �n a 1� � al. 's. +• 21 a. 0 7 F x , m, BUFFER STRIP SEE NOTE 1 2. 6" 1 2- 5" CEMENT CONCRETE (TYP.) - E CURB & OUT -TER Y BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE - SIDE SLOPE (TYP.) PLAN VIEW CEMENT CON .R T DRIV WAY FNTRAN . TYPE 3 NOT TO SCALE DRIVEWAY - 5'-0" (BY OTHERS) 1/2" R (TYP.) - 5'-0" - DEPB 11- CURB & do GUTTER 2% (SEE NOTE 3) 3/W' EXPANSION JOINT (TYP.) - - (5EE STD. PLAN F-3) 5ECTION ( E 1 VARIES -� VARIES — VARIES — 14' MIN. - 2.6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES r- 6" to O BUFFER STRIP � I � - SECTION CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 5 OF 6 ti Y p ADOPTED CITY OF RENTON t STANDARD PLANS O� r LST DATE: 04/04 TE REVISION BY APPR D DWG. NAME: F004-4 SP PAGE: F004.4 CITY OF RENT VI CrAl r. urc 4a�bhl -0- ENGINEERING V- D" 250 4TH AVE. S., SUITE 200 MIN. 6" SIDEWALK EDMONDS, WASHINGTON 98020 VARIES - 6' - 0" MIN. (SEE CONTRACT) PHONE (425) 778-8500 FAX (425) 778-5536 a 1/2" R. (TYP.) e NOT cuRIT y�F�eDZ ¢ 2% INCB 1D ETEM ... SEE RAISED T 1/4" PREMOLDED EDGE DETAIL JOINT FILLER CEMENT CONCRETE SIDEWALK WITH RAISED EDGE SLOPE ROUNDING VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK 6 1 VARIES - 6' - 0" MIN. (SEE CONTRACT) 1/2" R. (TYP.) SEE CURB FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK SLOPE ROUNDING VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK BUFFER STRIP VARIES - 5' - 0" MIN. V RIES - 3' - 0" (SEE CONTRACT) (SEE CONTRACI 1/2" R. (TYP.) rT7 I 27° CEMENT CONCRETE SIDEWALK ADJACENT TO BUFFER STRIP CURB NOT INCLUDED IN BID ITEMI CEMENT CONCRETE SIDEWALK SHEET 2 of 3 Y p ADOPTED f CITY OF RENTON STANDARD PLANS t� O LST DATE: 04/04 DWG. NAME: F005-1 SP PAGE: F005.1 RE17AINING I WALL SCHEDULE WALL REINFORCING MAX "H" "B" "t" "D" "S" BARS "F" BARS 3'-0 1'-6" 8" 10" #5 0 15" NOT REQ'D 4'-0" 2'-2" 8" 10" #5 0 15" q NOT REQ'D 5'-0" 2'-9" 8" 12" #5 0 15" q NOT REQ'D 6'-0" 3'-9" 8" 12" #5 0 15" q #5 0 15" OC NOTES: 1. FOUNDATION SHALL BEAR ON STRUCTURAL FILL OR UNDISTURBED NATIVE SOIL PER GEOTECHNICAL REPORT. 2. CONTRACTOR SHALL MAKE PROVISIONS FOR EMBEDDED PLATES, ANCHOR BOLTS, AND OTHER HARDWARE REQUIRED WHERE FENCE POSTS AND/OR HANDRAILS ARE LOCATED ON TOP OF WALL. PROPERTY LINE EMBED FOR FENCE POST WHERE NECESSARY. REFER TO LANDSCAPE PLANS FOR FENCE CALLOUS FINISHED GRADE L PER C3.1 (2) #5 BARS 0.0 go COO �0 C ° eo o O oo�a MIRADRAIN 6000 W/ TIGHT _ " LINE TO FOUNDATION DRAIN II I C9 •4 O %O8 00 0 #5 0 15" OC OR #4 0 10" OC HORIZ a 2'-0" BACKFILL W/ FREE z MIN DRAINING MATERIAL W 44 00"0 oo O. "S" BARS --� TYPICAL FTG --, DRAIN CONIC SIDEWALK ' 00. d 0. PER C5.1 PLAN O � o �t( o O• o O "F" BARS o O 00 OOO o(:o0 G.. , G • a a a " N d U " O 4 • a 4 0• Q 4 M I I —III —I I I I —III' #5 0 12" OC BOT Nt NB" SITE RETAINING WALL "L" SECTION SCALE: Ve = 1'-T 12/20/13 1 J W N W Z Ll5 O at ~ d Z EU (n W Li (n W .-- Q O CV Y DESIGN: JPU DRAWN: JCS CHECK: GAG JOB NO: 13133.20 DATE: 12/20/13 0 \Z J � Q 0� Z w W N W Li U Z Z Lq 0 U F— Z Z W Z LL Z LO Z LI N W w (0 w C502 C-IFD DEC 2 3 2013 CITY PLAN'l•'.