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Home My WebLink AboutLarge Format,eA1!U SCHEMATIC PLANT MATERIAL LEGEND DECIDUOUS STREET TREES - 1.5" caliper, B&B. _ tt Bohall Red Maple/Acer rubrunt "Bohall" European Hornbeam/Carpinus betula "Pastigata SMALL CONIFER TREES - 6' height, B&B. ----- (� Shore Pine/Pinus contorts N " 99.59' -Htnoka CypresslChatnaecyparls obtuse Hutoke " 4936W r * • -�a u • SMALL TREES - 15ca' caliper, B&B. G Japanese Snowbell/Styrax japonica *♦ Kousa Dogwood/Cornus kousa 'l7 1, ( ----►� �``�='.. • MEDIUM EVERGREEN FLOWERING SHRUBS t Forest Flame Pieris/Piens floribunda N �# / f, ,,+ �� - � � � David Viburnum/Viburnrrtn davldii ''� ,'� 1z, `^+�'�['f'�'14�'✓ Oregon Grape/Mahonia aquifolium EVER - . � `♦ s EVERGREEN HEDGE SHRUBS 18" height, container. + � rn Otto Luyken LaurellPrunus laurocerasus "Otto Luyken" s ,t ,,,� f 1'1t� • 3 Helleri Chinese Holly/Ilex cornuta "Heller!" BUILDING /a"!� e • SMALL FLOWERING SHRUBS - 2 gallon container • v Azalea/Rhododendron species L44! Evergreen Huckleberry/Vaccinum ovatum ` "`-'t"i�t • Spirea Little PrincesslSpirea japonica "Little Princess" GROUND COVERS - 4" pots at 18" o.c Kinnikinnick/Arctostyphyllos uvi-urs! Hypericum/Hypericum calycinum topi PERENNIAL COLOR- 1 gallon at 24" o.c. Daylily/ Heinerocallis species • - Candytuftl1herls sempervirens * "� .'-�---- • LAWN (� Lawn - Trinity Supreme Sod from Country Green 1 800 300 1763 I� TRASH v� RECYCLE _ ------ ----# . . . . .............. ... . .............. L'7 r QF,NFRAT. CONSTI?UCTION NOTES 1. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 6" below paving. Remove all debris from •ILU �,� ��i/ (14� + +�► site. �"'" t 2. Provide minimum 8" depth 60-40 mix from Puget Sound Topsoil (253) 833-0374 in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour + •� : shrub beds including required berms. r 3. Provide minimum 6" depth 60-40 mix from Puget Sound Topsoil (253) 833-0374 in all lawn beds. Scarify subgrade by ♦ I , rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour and level lawns. UI LOIN �,� „ z 4. 1 rovide minimum 2 depth fine blend hem -fir mulch to all planting beds. Mulch from Puget Sound Soils, Aburn R� _ Washington. Fill all planting beds and lawn areas to within I" of top of all curbs and walks. Slope all planting,beds and 1 �y r U ` `J''.r i lawn areas to drain. - ~ 5. Provide one (1) year warranty for all plant materials and workmanship. ` 6. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. ♦ ♦ ` �p� Contractor is responsible for any resulting damages during construction. Call locate before you dig at 1 800 424-5555. y .-) „'< �� , •,; 7. All work performed shall conform with the City of Renton landscape and irrigation u^'t �� ♦ tp tnz % requirements, codes and specifications. 8. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if • • heavy clay soils are evident contact landscape architect. '� w • . ♦ , ♦ + + •o ! • • * ♦ 9. Coordinate drainage, irrigation and lighting with planting plan. Y. ` 0.00' N88'29'38"W "' p. I TIC DESIGN u� LANDSCAPE SCHEMA . �(.� i�-�' . �. 0' 5'10' 20' 40'if } a Q A ■ .ft.- 1 11=1 fl1_fl t 1 ORrrn City 0f Renton Planning Uivisior, JUL - j3 Z110f FOR SUBMITTAL ONLY NOT FOR. CONSTRUCTION USE Lauclhiin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: . (4257 432-9878 e-mall lauch@bethuneassoclates.com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED LAN ARCHITECT 1� U HLW R. BEMUNE CER'.[MCATE N0. 462 REVISIONS 109 LOGAN MIXED, USE LOGAN AVENUE SOUTH RENTON, WASHINGTON LANDSCAPE SCHEMATIC DESIGN JOB NO. #210107 SCALE: 1"=101-011 DATE: t� P f 10 DRAWN: LJL CHK: LRB COPYRIGHT 2010 e el BENCHMARK IS 1/4" BRASS PIN IN CONC, IN CASE, DOWN 1.6', AT NAV D THE INTERSECTION OF S 2ND ST, WITH MORRIS AVE. S RENTON SURVEY CONTROL #673. ELEV.= 32.62 FEET SURVEY 1) RECORD OF SURVEY, KING COUNTY RECORDING NO. 20060731900004, 2) RECORD OF SURVEY, KING COUNTY RECORDING NO. 20040413900018. 3) BNSF RAILROAD RIGHT—OF—WAY MAPS. 4) CITY OF RENTON SURVEY CONTROL DATA, .35,8 FOUND REBAR & CAP "K J OYLER 5524" 36,0 , 35.7 SET 5/8" REBAR & CAP "PLS 41277" 35.6 FOUND 5,/8" IRON PIPE 35.8. SET 5/8" REBAR & CAP "PLS 41277" 35,8 GRAPHIC SCALE 10 0 S 10 20 ( IN PEET ) 1 inch = 10 ft. TAX LOT # 5696000185 TAX LOT # 5696000180 35.2 3C 9 TAX LOT # 5696000260 HYDRANT UTILITY POLE STORM MANHOLE RIM=35.55 IE=31.15 12" HDP(E) 1 ° 1 IE=30.98 12" HDP(W) 1 d. I E " 28 50 24CO CATCH BASIN a — NC.(N)(S) RIM' '35.24' a. . r r 1E='32.12.12''HDP(E) ' g 4 FOUND BRASS DISK WITH PUNCH IN CASE, DOWN 0.7' ° CATCH BASIN a4.. RIM=35,16 ° IE=32,89 12"HDP(W) FENCE 0.1' SOUTH OF LINE GRASS GARAGE rd DS16 DS12 0 \ DS16 3.1, 35:9 i �. _ . 101 ,01 AL=ALDER SUBJECT BOUNDARY LINE MP=MAPLE DS=DECIDUOUS — RIGHT--OF—WAY CENTERLINE IOK=OAK RIGHT–OF–WAY LINE TYPE CH=CHERRY ADJACENT BOUNDARY LINE a ' SECTIONAL BREAKDOWN LINE N88'29'38"W 99.59' ❑P OVERHEAD POWER LINE. P1=PINE a BURIED POWER LINE `--HEIGHT G BURIED GAS LINE MEASURED r OVERHEAD TELEPHONE LINE ; UT 0.7' - ONLY.. TRUNK DIAMETERS ❑C FOUND REBAR a6. 4 W , BURIED SANITARY SEWER . BURIED STORM DRAIN a' .a. -- — DITCH LINE/FLOW LINE 1.0 �� & CAP -- f ,. VEGETATION. LINE CHAIN LINK FENCE ---o -u WOOD FENCE —x -- -x x - FENCE POSTS ONLY n TRANSFORMER -(�- FIRE HYDRANT ( LIGHT STANDARD N GATE VALVE Q41 (ILLEGIBLE) POWER VAULT ® WATER METER UTILITY BOX jQ FIRE STAND PIPE ,cl UTILITY POLE 0 CATCH BASIN, TYPE I F-- POLE GUY WIRE O CATCH BASIN, TYPE: II (D GAS VALVE SIGN POWER GAS METER '••' [T TELEPHONE VAULT d MAIL BOX 13 TELEPHONE RISER ,234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN METER N07`4936"W 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO f 3 FEET OR f 19 OF TOTAL HEIGHT, WHICHEVER IS GREATER, ' A SEWER MANHOLE 2.54 ,. ` .. .. ,. , a ' � — RIM 35 86 ASPHALT • . IE=28.08 8" PVC(S) . STAIRS 4 ° IE=27,83 8 PVC(N) HOUSE GRASS a ..: °Fw- ##909 TAX LOT 5696000170 `4-, `DECK 56A 6000250 COVERED PORCH , `47 -- J o- BRICKS _ _ ° Q' 4I 4 ' b CONCRETE CRETE ° CHIMNEY GRASS sE�vE CLEANOUT I�. '_ FIRE HYDRANT RIM —36.0 — --- W y - dQ OD a � o J 4 d v CONCRETE ° ° 8 Q , •.y- cu. ifs ° 4 , F4 o r da a Q 9. a • /Yl - 9 QD �/5 SET 5/8" REBAR &CAP 4 ,y Q.� "PLS 47 277" ° d e: a GRASS d: d . f at { , zLO 35.8 TAX LOT' �N / - aUd Q ' . .�.- . � ., '• -.,-. d . ' TAX LOT 5696000245 569600016'9 35.8 a '' a d GAS METER a .' !. ®:.. 100,00' : q. , . N88'29'38"W ,. 0.8' 1,2' FOUND 1 _– HOUSE a . RE'BAR,- (N.0 CA) o # 117` COVERED PORCHa ASPHALT. I .. 4, o TAX LOT ,� . , • ,. � ,.'J- ". - , w ... - '. .� •'.. a, 5696000165 -.i' TAX LOT ii 5696000235 0 STORM MANHOLE A 0 RIM=36.81 IE=32.68 12" HDP(W)---�,,, I IE=30.80 24"(N SEWER MANHOLE IE=30128 24"(S RIM=36.95 o fE=29.68" PVC(N) 4 o FOUND SURFACE BRASS DISK WITH PUNCH SITE DETAIL i �. _ . 101 ,01 DECIDUOUS TREE AL=ALDER SUBJECT BOUNDARY LINE MP=MAPLE DS=DECIDUOUS — RIGHT--OF—WAY CENTERLINE IOK=OAK RIGHT–OF–WAY LINE TYPE CH=CHERRY ADJACENT BOUNDARY LINE CE=CEDAR SECTIONAL BREAKDOWN LINE ❑P OVERHEAD POWER LINE. P1=PINE UP BURIED POWER LINE `--HEIGHT G BURIED GAS LINE MEASURED ❑T OVERHEAD TELEPHONE LINE TREE DRIP LINES ARE NOT TO UT BURIED TELEPHONE LINE ONLY.. TRUNK DIAMETERS ❑C OVERHEAD CABLE LINE TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER W BURIED WATER LINE BURIED SANITARY SEWER SD BURIED STORM DRAIN -- — DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION. LINE CHAIN LINK FENCE ---o -u WOOD FENCE —x -- -x x - FENCE POSTS ONLY n TRANSFORMER -(�- FIRE HYDRANT ( LIGHT STANDARD N GATE VALVE Irl POWER VAULT ® WATER METER UTILITY BOX jQ FIRE STAND PIPE ,cl UTILITY POLE 0 CATCH BASIN, TYPE I F-- POLE GUY WIRE O CATCH BASIN, TYPE: II (D GAS VALVE SIGN ® GAS METER a BOLLARD [T TELEPHONE VAULT d MAIL BOX 13 TELEPHONE RISER ,234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM, 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO f 3 FEET OR f 19 OF TOTAL HEIGHT, WHICHEVER IS GREATER, DECIDUOUS TREE AL=ALDER ** MP=MAPLE DS=DECIDUOUS AL12 —TRUNK DIAMETER (IN) MA=MADRONA IOK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK DF18 P1=PINE 19+5,2 EVG=EVERGREEN `--HEIGHT AOL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE, TREE SYM80LS REFERENCE TRUNK LOCATION. ONLY.. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 5696000169 & 5696000170 SITE ADDRESS 109 LOGAN AVE.. S RENTON, WA 98055 SITE CONTACT TORJAN RONHOVDE PHONE NUMBER (206) 859-5500 ZONING CD (CITY OF RENTON) TOTAL LOT AREA 9999t.S.F. (0.23± AC.) PER ORDER N0, TS -20102869, ISSUED BY COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, DATED NOVEMBER 10, 2004, LOTS 7 AND 8 IN BLOCK 3 OF MOTOR LINE ADDITION TO RENTON ; AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON, cit T)fP 5entr I P!nnning Division JUL -- 8 iii 10 CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE–CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 IDUNCANSONI Company, Inc, 145 SW 155th Street, Suite 102 Seattle, Washington 95166 Photie 206.244.4141 Fax 206.244.4455 FLD. CREW: PN/KB FLD. BOOK: 233%28 DRAWN BY: MAC *I ** s s • _. CD w !: . FLD. CREW: PN/KB FLD. BOOK: 233%28 DRAWN BY: MAC *I TAX LOT # 5696000185 CATCH BASIN 30.00 RIM=35.24 IE=32.12 12"HDP(E) 6" ADS FOR DOWNSPOUTS TIGHTLINE DAYLIGHT DOWNSPOUTS TO WATER GARDENS TO WATER GARDEN IN LANDSCAPE TAX LOT # ( "� 5696000180 WATER GARDEN FOR DOWNSPOUTS WITH OVERFLOW N07 49 36 4' 2.54 OUTLET TO SD SYSTEM 1 BOTTOM AREA 65 SF ---- — ----- _ _ N88'29'38"W 99.59' i CB #1 TYPE I W/ STND FRAME& GRATE RIM 35.25 IE 31.14 8" OUT WATER GARDEN FOR DOWNSPOUTS WITH OUTLET TO SD SYSTEM BOTTOM AREA 65 SF N88'29'38"W 100.00' CB #2 TYPE I W/ STND FRAME& GRATE RIM 35.25 IE 30.56 8" COMM LEGEND o- o STREET LIGHT Qs SANITARY SEWER MANHOLE NEW PAVEMENT 0 STORM DRAIN MANHOLE EXTRUDED CURB IN STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE WATER VALVE E) TELEPHONE RISER 1 I; 13 WATER METER METER J TAX LOT # 5696000165 f i I. I` I j xrl) i L TAX LOT 5696000260 IFIRE HYDRANT UTILITY POLE 30.00 STORM MANHOLE Rf1vt=35:55 IE=31.15 12" HDP(E) IE=30.98 12" HDP(W) IF= 9R 50 24" CONC (N)(S) CATCH BASIN RIM=35.16 IE=32.89 12"HDP(W) TAX LOT # 5696000255 SEWER MANHOLE RIM=35.86 IE=28.08 8" PVC(S) IE=27.83 8" PVC(N) TAX LOT # 5696000250 FIRE HYDRANT TAX LOT # 5696000245 CB#3 TYPE II --48 CB i W/ SOLID RING & COVER j RIM 35.80 MATCH EXIST PVMT ' + IE 28.78 24" EXIST (CALC) I INSTALL CB ON EXISTING SD VERIFY CLEARANCES i' TAX LOT # 5696000235 STOR A MANHOLE RIM= 6.81 IE=3 .68 12" HDP(W) SITE GRADING AND STORM DRAINAGE PLAN RENTON, 1 ,,,, SPECIAL NOTES: 1. INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE W/ CITY DETAILS 2. STORM DRAIN PIPE MATERIAL SHALL BE CL 50 OR 52 DUCTILE IRON PIPE WHERE NOTED. IN OTHER LOCATIONS CONTRACTOR SHALL HAVE THE OPTION OF "N-12" ADS, "RIBTITE" , PVC, OR OTHER PIPE AS SPECIFICALLY APPROVED BY THE CITY OF RENTON FOR PRIVATE STORM DRAINAGE SYSTEMS. 3. ALL CBS SHALL HAVE STND FRAMES AND GRATES UNLESS OTHERWISE NOTED. 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 ;FEET PROJECT BENCHMARK: BENCHMARK "G" EXISTING FIRE HYDRANT SOUTHWEST CORNER LOT 1 AT LIND AVE SW, ELEV 20.16 TOPOGRAPHIC AND BOUNDARY DATA PER ALTA SURVEY PROVIDED BY OWNER HDA SURVEY DATED OCTOBER 5, 1999. HORIZONTAL DATUM: CITY OF RENTON NAD 83/91 VERICAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: CITY OF REHTON BM N0. 672 "CHISELED SQUARE IN CONC WALK 6.5 FT WES f AND 1.0 FT NORTH OF SERVICE ENTRANCE DOOR TO SAM YOUNKER'S DATSUN" ELEV 20.94 City Of Penton 'Picanning. Division 1mr0cC� ��vI D RYKELS ENGINEERING GINC, Consulting Engineers — Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 Fax 253-638-1982 SURVEYED: SCALE: DATE: DESIGNED: HDA ALTA 5/21/99 1"-20, RDRIZVERTICAL- ONfCAL NZ VDoes;foa, :; ,_ CITY OF SITE GRADING & STORM DRAIN PLAN 6/2/2004 A RYKELS rIELDeoox: DRAB: 'u RENTON LOGAN AVE MIXED USE BLDG RENTON WA PACE: M RYKELS ONE ttNca DATUM 109 LOGAN AVE S RENTON WA 98055 DRAWING 101 CiIBCKED. AT LULL SCALE Tanning/Building/Public Works Dept > > IF NOT ONE INS N0. REVISION PPR A OWNER/DEVELOPER: ANGIE SINGH 206-431-0953 sn": C-2 OF: 8 � DY :DATE APPRD�° SCALE ACCORDINGLY EMESEENE f ---------- it CATCH BASIN RIM=35.16 IE=32.89 12"HDP(W) TAX LOT # 5696000255 SEWER MANHOLE RIM=35.86 IE=28.08 8" PVC(S) IE=27.83 8" PVC(N) TAX LOT # 5696000250 FIRE HYDRANT TAX LOT # 5696000245 CB#3 TYPE II --48 CB i W/ SOLID RING & COVER j RIM 35.80 MATCH EXIST PVMT ' + IE 28.78 24" EXIST (CALC) I INSTALL CB ON EXISTING SD VERIFY CLEARANCES i' TAX LOT # 5696000235 STOR A MANHOLE RIM= 6.81 IE=3 .68 12" HDP(W) SITE GRADING AND STORM DRAINAGE PLAN RENTON, 1 ,,,, SPECIAL NOTES: 1. INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE W/ CITY DETAILS 2. STORM DRAIN PIPE MATERIAL SHALL BE CL 50 OR 52 DUCTILE IRON PIPE WHERE NOTED. IN OTHER LOCATIONS CONTRACTOR SHALL HAVE THE OPTION OF "N-12" ADS, "RIBTITE" , PVC, OR OTHER PIPE AS SPECIFICALLY APPROVED BY THE CITY OF RENTON FOR PRIVATE STORM DRAINAGE SYSTEMS. 3. ALL CBS SHALL HAVE STND FRAMES AND GRATES UNLESS OTHERWISE NOTED. 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 ;FEET PROJECT BENCHMARK: BENCHMARK "G" EXISTING FIRE HYDRANT SOUTHWEST CORNER LOT 1 AT LIND AVE SW, ELEV 20.16 TOPOGRAPHIC AND BOUNDARY DATA PER ALTA SURVEY PROVIDED BY OWNER HDA SURVEY DATED OCTOBER 5, 1999. HORIZONTAL DATUM: CITY OF RENTON NAD 83/91 VERICAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: CITY OF REHTON BM N0. 672 "CHISELED SQUARE IN CONC WALK 6.5 FT WES f AND 1.0 FT NORTH OF SERVICE ENTRANCE DOOR TO SAM YOUNKER'S DATSUN" ELEV 20.94 City Of Penton 'Picanning. Division 1mr0cC� ��vI D RYKELS ENGINEERING GINC, Consulting Engineers — Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 Fax 253-638-1982 SURVEYED: SCALE: DATE: DESIGNED: HDA ALTA 5/21/99 1"-20, RDRIZVERTICAL- ONfCAL NZ VDoes;foa, :; ,_ CITY OF SITE GRADING & STORM DRAIN PLAN 6/2/2004 A RYKELS rIELDeoox: DRAB: 'u RENTON LOGAN AVE MIXED USE BLDG RENTON WA PACE: M RYKELS ONE ttNca DATUM 109 LOGAN AVE S RENTON WA 98055 DRAWING 101 CiIBCKED. AT LULL SCALE Tanning/Building/Public Works Dept > > IF NOT ONE INS N0. REVISION PPR A OWNER/DEVELOPER: ANGIE SINGH 206-431-0953 sn": C-2 OF: 8 � DY :DATE APPRD�° SCALE ACCORDINGLY EMESEENE 1 I; CATCH BASIN RIM=35.16 IE=32.89 12"HDP(W) TAX LOT # 5696000255 SEWER MANHOLE RIM=35.86 IE=28.08 8" PVC(S) IE=27.83 8" PVC(N) TAX LOT # 5696000250 FIRE HYDRANT TAX LOT # 5696000245 CB#3 TYPE II --48 CB i W/ SOLID RING & COVER j RIM 35.80 MATCH EXIST PVMT ' + IE 28.78 24" EXIST (CALC) I INSTALL CB ON EXISTING SD VERIFY CLEARANCES i' TAX LOT # 5696000235 STOR A MANHOLE RIM= 6.81 IE=3 .68 12" HDP(W) SITE GRADING AND STORM DRAINAGE PLAN RENTON, 1 ,,,, SPECIAL NOTES: 1. INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE W/ CITY DETAILS 2. STORM DRAIN PIPE MATERIAL SHALL BE CL 50 OR 52 DUCTILE IRON PIPE WHERE NOTED. IN OTHER LOCATIONS CONTRACTOR SHALL HAVE THE OPTION OF "N-12" ADS, "RIBTITE" , PVC, OR OTHER PIPE AS SPECIFICALLY APPROVED BY THE CITY OF RENTON FOR PRIVATE STORM DRAINAGE SYSTEMS. 3. ALL CBS SHALL HAVE STND FRAMES AND GRATES UNLESS OTHERWISE NOTED. 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 ;FEET PROJECT BENCHMARK: BENCHMARK "G" EXISTING FIRE HYDRANT SOUTHWEST CORNER LOT 1 AT LIND AVE SW, ELEV 20.16 TOPOGRAPHIC AND BOUNDARY DATA PER ALTA SURVEY PROVIDED BY OWNER HDA SURVEY DATED OCTOBER 5, 1999. HORIZONTAL DATUM: CITY OF RENTON NAD 83/91 VERICAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: CITY OF REHTON BM N0. 672 "CHISELED SQUARE IN CONC WALK 6.5 FT WES f AND 1.0 FT NORTH OF SERVICE ENTRANCE DOOR TO SAM YOUNKER'S DATSUN" ELEV 20.94 City Of Penton 'Picanning. Division 1mr0cC� ��vI D RYKELS ENGINEERING GINC, Consulting Engineers — Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 Fax 253-638-1982 SURVEYED: SCALE: DATE: DESIGNED: HDA ALTA 5/21/99 1"-20, RDRIZVERTICAL- ONfCAL NZ VDoes;foa, :; ,_ CITY OF SITE GRADING & STORM DRAIN PLAN 6/2/2004 A RYKELS rIELDeoox: DRAB: 'u RENTON LOGAN AVE MIXED USE BLDG RENTON WA PACE: M RYKELS ONE ttNca DATUM 109 LOGAN AVE S RENTON WA 98055 DRAWING 101 CiIBCKED. AT LULL SCALE Tanning/Building/Public Works Dept > > IF NOT ONE INS N0. REVISION PPR A OWNER/DEVELOPER: ANGIE SINGH 206-431-0953 sn": C-2 OF: 8 � DY :DATE APPRD�° SCALE ACCORDINGLY EMESEENE METAL AWNING WITH ILLUMINATED BACKLIT 516NAGE (ORNAMENTAL BUILDING BUILDIN6 NAME AND ADDREI STOREFRONT 6LAZIN6 WITH TRANSOM AND FLANKING GOMMERGIAL TRANSITION SPACE WITH COVERED ENTKT MODULATED FACADE z i cx i U"L (,HAr�v: i I LX I UKAL GHAN6E I TEXTURAL GHAN6E I TEXTURAL GHAN6E I PARKIN6 ENTRANCE —' TEXTURAL GHAN6E 2 TEXTURAL GHAN6E 2 TEXTURAL GHAN6E 2 TEXTURAL GHAN6E 2 TEXTURAL CHANGE 3 TEXTURAL CHANGE 3 o PARCEL 56g600016a PARCEL 5060001 O EAST ELEVATION - SCALE : 1/8" = 1'-0" 12 12 7� Q7 I METAL ANNIN6 WITH ILLUMINATED BACKLIT ADDRESS PEDESTRIAN FREINDLY DECORATIVE SLATE TILE, CULTURED STONE OR BRICK OVER HALL (EARTH TONES) STOREFRONT GLAZING OPTIONAL ELEVATOR ENCLOSURE f SCALE : I/8" = 1'-0'• SCALE : I/8" = I'-0" (BASED ON SOUTH BUILDING - NORTH BUILDIN6 OPPOSITE) 12 12 12 (BASED ON SOUTH BUILDING - NORTH BUILDING OPPOSITE) AVERAGE ROOF HEIGHT 12 Q I WEST ELEVATION - SCALE SLOPED ROOF FORMS PROJECTING ABOVE 6UTTER LINE TENANT DECK ARCHITECTURAL METAL OR 6LA55 RAILING 5" GEMENTITIOUS PLANK SIDING (HARDI-PANEL OR EQUAL) (COLOR 2) HIP ROOF BEYOND SLOPED ROOF FORMS PROJECTING ABOVE 6UTTER LINE OPTIONAL ELEVATOR ENCLOSURE TENANT DECK ARCHITECTURAL METAL OR GLASS RAILIN6 : OLORED VINYL / CLEAR HINDON5 (STOREFRONT HINDON5 OPTIONAL) HUMAN SCALE 5" GEMENTITIOU5 PLANK 51DIN6 (HARDI-PANEL OR EQUAL) (COLOR 2) METAL AWNING WITH ILLUMINATED BACKLIT ADDRE55 PEDESTRIAN FREINDLY DECORATIVE SLATE TILE, CULTURED STONE OR BRICK OVER WALL (EARTH TONES) STOREFRONT 6LAZIN6 Q 6" GONG. SLAB W/ 6x6-W1.4xNl.4 W.W.F. 1 II @ CENTER - I I I I SEE PLAN - CHAINLINK GATE W/ VINYL 5LAT5 DIA6/ 4 BRAE — ?--1 I / 5 EEVED 16" THICKENED EDGE W/ (I)44 DONT. 12" DEEP 8"x8"x16" SPLIT FACED GMU WALL 6-0" HI6Fi (SOLID GROUT CELLS) W/ PRE-GA5T EXP05ED GONG. GAPS. PROVIDE #5 BARS @ 48" O.G. VERT. 4 (2)-#4 BARS HORIZ. AT MID 4 TOP COURSE FM = 150OP51 CONTRACTOR TO VERIFY 51ZE REOUIREMENT5 WITH REF -USE COLLECTOR AND ( lV VIV�K iiDUMPISTER ENCLOSURE.)SCALE: IMP = 1'-0' IVI„M COLORED VINYL / CLEAR NINDON5 (STOREFRONT NINDONS OPTIONAL) HUMAN SCALE OPEN TO COVERED PARKING AVERAGE ROOF HE I6HT 14800 INTERURBAN AVE SOUTH SUITE 135 TUKWILA, WA5HIN6TON 88168 (206) .55cf-5500 ® FAX (206) 85 1-550 ronhovdearGh itect5.Gom � 4344FARCH GISTERED I\/ITECT 'R IAN RONHOVDE STATE OF WASHINGTON W U) 10 q 8 7 6 5 4 3 2 1 I-q-Oq PRE -APP SUBMITTAL NO. DATE DE5GRIPTION REV 151 ONS SHEET GONTENT5: EXTERIOR ELEVATIONS DUM PSTER ENCLOSURE JOB NO.: 2008.42 C) DRANN BY: cif Zy Of earl'to v w Planning Drl ivision O CL JUL A4m 0 10 q 8 7 6 5 4 3 2 1 I-q-Oq PRE -APP SUBMITTAL NO. DATE DE5GRIPTION REV 151 ONS SHEET GONTENT5: EXTERIOR ELEVATIONS DUM PSTER ENCLOSURE JOB NO.: 2008.42 SHEET NO. DRANN BY: LW5 CHECKED BY: TJR A4m 1 DATE: I-q-Oq I I I 1 I I I I I I I I I I I I I I 1 I i I I .7---] -u EFLOOR- ,�PROPO F -A I I I I I I I I I I I i I I c I 1 I I 1 1 I II 14800 INTERURBAN AVE SOUTH SUITE 138 TUKWILA, NA5HIN6TON 88168 (206) 85q-5500 0 FAX (206) 85q-5501 ronhovdearchitects.Com � 4344 REGISTERED I\/ ARCHITECT TOR—JAN RONHOVDE STATE OF WASHINGTON 10 q a 6 5 4 5 2 I I-q-Oq PRE -APP SUBMITTAL NO. DATE DESCRIPTION REV15IONS SHEET CONTENTS: ist. FLOOR PL-�l plannir, . nto t) ' Divi_,jUrr JbI 18 L J JOB NO.: 2005.42 SHEET O. f L�� DRAWN BY: LN5 CHECKED BY: TJR A2m 1 DATE: I-q-Oq Deck Living 2008.42 ' 12'x15' Living LN5 11'x13' Bedroom CHECKED E3Y: 10'x14' A2m 2 DATE: jEMIT Kitchen Kitchen I M � A L]GOATS Bedroom GOAT5 m 10'x12' QT� J `( II( SII Bed. 2 dr. �: �� q' -6"x11' Den/Bed. 3 V V `Linen 10'X1 I' Bath Master Kitchen Glos. F-1 F-1 I Ma5te Master 12'x13' Pininq Living 10 x 12'x16' Deck II II Deck GOMMERGIAL 5PAGE ON 2ND FLOOR ONLY 14800 INTERURBAN AVE SOUTH SUITE 138 TUKWI LA, WA5H1 N6TON cf 8168 (206) 85q-5500 M FAX (206) 85q-550 ronhovdearch itectS.Gonn 4344FARC GISTERED HITECT \ TOR -JAN RONHOVDE STATE OF WASHINGTON 1 9 w O CL 10 / q 8 7 6 5 4 3 2 1 I-q-Oq PRE -APP SUBMITTAL NO. DATE DE5GRIPTION REVISIONS SHEET CONTENTS: BUILDING FLOOR FLAN 2nd. & 3rd FL n�"gjD J C7visron JUL J JOB NO.: 2008.42 5HE.'EFT Wk �C � DRANN BY: LN5 CHECKED E3Y: TJR A2m 2 DATE: I-q-Oq %I %I 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 FEET DUNCANSON Company, Inc. 145 SIV 155th Sheet, Suite 102 Seattle, Washingtoia 98166 Phone 206.244.4141 Fax 206.244.4455 BENCHMARK IS 1/4" BRASS PIN IN CONC. IN CASE, DOWN 1.6', AT THE INTERSECTION OF NAVD 88 S 2ND ST. WITH MORRIS AVE. S RENTON SURVEY CONTROL #673. ELEV.= 32.62 FEET SURVEY REFERENCE 1) RECORD OF SURVEY, KING COUNTY RECORDING NO. 20060731900004. 2) RECORD OF SURVEY, KING COUNTY RECORDING NO. 20040413900018. 3) BNSF RAILROAD RIGHT-OF-WAY MAPS. 4) CITY OF RENTON SURVEY CONTROL DATA. 6" EXTRUDED CURB AROUND PARKING STALLS BUILDING LINE ABOVE PARKING TAX LOT # 5696000185 30.00 CATCH BASIN CONSTRUCT NEW 5FT WIDE RIM=35.24 CEMENT CONC SIDEWALK IE=32.12 12"HDP(E) ALONG LOGAN AVE PER SECTION AND DETAILS C-4 MATCH TO EXISTING NORTH AND SOUTH TAX LOT # i 5696000180 5696000260 IFIRE HYDRANT UTILITY POLE 30.00 / STORM MANHOLE IE=31.15 12" HDP(E) IE=30.98 12" HDP(W) IE=28.50 24" CONC.(N)(S) NO 9'36"W .54' 1 i, - - N88'29'38"W 99.59' - - ----= h- ELEV $ 9 10 FINISHED IST FLOOR 36.5 CD 10' ACCESS & �I 1RASI1 J UTILITY ES iii o - � 22l' COMMERCIAL O/W ' { II 10' ACCESS & $ APPRQACH PER CIT I� STNDS w c CATCH BASIN RIM=35.16 IE=32.89 12"HDP(W) TAX LOT # 5696000255 SEWER MANHOLE RIM=35.86 IE=28.08 8" PVC(S) IE=27.83 8" PVC(N) r I TAX LOT # I 5696000250 �I. �- FIRE HYDRANT U11L-ITY ESMT zll � 4 z i .°° 's t FINISHED IST FLOOR 36.5 ' I ' I`` f TAX LOT # i s ww'STA r `l il' J I! 5696000245 REMOVE EXISTING CURB CUT AND REPLACE W/ VERTICAL CURB I ' �•=1[ PER CITY OF RENTON STNDS iI CID�I! l 1, TAX LOT #� I; E 5696000165 �! ti '�""� TAX LOT # 5696000235 fit iILA YMIIOLE ((_ 04W MIN SITE IMPROVEMENT PLAN SEE ARCHITECTS PLAN FOR DIMENSIONING NO. I REVISION SURVEYED: SCALE: DESIGNED: o 1"-.20' A RYKELS DRAWN: M RYKELS ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE 1 APPR APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1989/1991 DATUM \�__F 'ROJECT VICINITY MAP i.NUI IU SCALE) EGAL DESCRIPTION PER ORDER N 1. TS -20102869, ISSUED BY COMMONWEALTH LAND TITLE COMPANY OFUGET SOUND, DATED NOVEMBER 10, 2004. LOTS 7 AND 8 IN BLOCK 3 OF MOTOR LINE ADDITION TO RENTON, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THS CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTIjS 1. All work ani materials shall be in accordance with the latest edition of the City of Renton Standard Specifications, and WSDO I.!A WA Standard Specifications, latest edition. 2. Prior to any construction activity, the contractor shall schedule and attend a pre -construction conference with the City of Renton Construction Inspection Division. 3. An approved plan set must be on the job site whenever construction is in progress. 4. All site wok improvements shall be constructed in accordance with approved plans. Any deviation from approved plans will require prior approval from the owner, engineer and appropriate public agencies. 5. It shall be the sole responsibility of the contractor to obtain street use and any other related permits prior to any construction activity. 6. All locations of existing utilities shown hereon have been established by field survey or obtained from available records one should therefore be considered approximate only and not necessarily complete. It is the sole responsibility f the contractor to independently verify the accuracy of all utility locations shown and to further discover a1 + -v6id any other utilities not shown hereon which may be affected by the implementation of this plan. The contra -oIl shall contact the Underground Utilities Location Service (1-800-424-555) at least 43 hours prior to constr u ;ion. The owner or his representative and the engineer shall be contacted immediately if conflicts exist. 7. Location'l, of roadways, buildings and parking areas shown hereon are approximate. Improvement and structure locations Miall be field set by the surveyor/engineer as required. 8. Any appiuved cuts of existing public roadways shall be backfilled and compacted in accordance with City of Renton Stoodards. All cuts into existing asphalt shall be along neat, continuous, sawed, or wheel cut lines. A temporary cold mix patch must be placed immediately after backfill and compaction. This existing road shall be replaced with at least 3 inches of compacted CL "B" asphalt concrete, 6" crushed rock surfacing top course (5/8 inch minus), as required dependent upon a soils engineer's recommendation and tests. In no case shall the replacemenli be less than the existing section. SITE DATA LEGEND SITE ZONING: IM MEDIUM INDUSTRIAL 0 o STREET LIGHT Os SANITARY SEWER MANHOLE r NEW PAVEMENT SITE ADDRESS : 109 LOGAN AVENUE, RENTON, WA EXIST IMPERVIOUS AREA 0.16 AC ® STORM DRAIN MANHOLE EXTRUDED CURB COVER SHEET AND SITE IMPROVMENT PLAN C1 SITE GRADING AND STORM DRAIN PLAN ® STORM DRAIN CATCHBASIN C3 NEW CEMENT CONCRETE C5 EROSION SEDIMENTATION CONTROL DETAILS C6 CITY OF RENTON STANDARD DETAILS C7 FIRE HYDRANT • POWER POLE pd WATER VALVE o TELEPHONE RISER ° WATER METER 6" EXTRUDED CURB AROUND PARKING STALLS BUILDING LINE ABOVE PARKING TAX LOT # 5696000185 30.00 CATCH BASIN CONSTRUCT NEW 5FT WIDE RIM=35.24 CEMENT CONC SIDEWALK IE=32.12 12"HDP(E) ALONG LOGAN AVE PER SECTION AND DETAILS C-4 MATCH TO EXISTING NORTH AND SOUTH TAX LOT # i 5696000180 5696000260 IFIRE HYDRANT UTILITY POLE 30.00 / STORM MANHOLE IE=31.15 12" HDP(E) IE=30.98 12" HDP(W) IE=28.50 24" CONC.(N)(S) NO 9'36"W .54' 1 i, - - N88'29'38"W 99.59' - - ----= h- ELEV $ 9 10 FINISHED IST FLOOR 36.5 CD 10' ACCESS & �I 1RASI1 J UTILITY ES iii o - � 22l' COMMERCIAL O/W ' { II 10' ACCESS & $ APPRQACH PER CIT I� STNDS w c CATCH BASIN RIM=35.16 IE=32.89 12"HDP(W) TAX LOT # 5696000255 SEWER MANHOLE RIM=35.86 IE=28.08 8" PVC(S) IE=27.83 8" PVC(N) r I TAX LOT # I 5696000250 �I. �- FIRE HYDRANT U11L-ITY ESMT zll � 4 z i .°° 's t FINISHED IST FLOOR 36.5 ' I ' I`` f TAX LOT # i s ww'STA r `l il' J I! 5696000245 REMOVE EXISTING CURB CUT AND REPLACE W/ VERTICAL CURB I ' �•=1[ PER CITY OF RENTON STNDS iI CID�I! l 1, TAX LOT #� I; E 5696000165 �! ti '�""� TAX LOT # 5696000235 fit iILA YMIIOLE ((_ 04W MIN SITE IMPROVEMENT PLAN SEE ARCHITECTS PLAN FOR DIMENSIONING NO. I REVISION SURVEYED: SCALE: DESIGNED: o 1"-.20' A RYKELS DRAWN: M RYKELS ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE 1 APPR APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1989/1991 DATUM \�__F 'ROJECT VICINITY MAP i.NUI IU SCALE) EGAL DESCRIPTION PER ORDER N 1. TS -20102869, ISSUED BY COMMONWEALTH LAND TITLE COMPANY OFUGET SOUND, DATED NOVEMBER 10, 2004. LOTS 7 AND 8 IN BLOCK 3 OF MOTOR LINE ADDITION TO RENTON, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THS CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. GENERAL NOTIjS 1. All work ani materials shall be in accordance with the latest edition of the City of Renton Standard Specifications, and WSDO I.!A WA Standard Specifications, latest edition. 2. Prior to any construction activity, the contractor shall schedule and attend a pre -construction conference with the City of Renton Construction Inspection Division. 3. An approved plan set must be on the job site whenever construction is in progress. 4. All site wok improvements shall be constructed in accordance with approved plans. Any deviation from approved plans will require prior approval from the owner, engineer and appropriate public agencies. 5. It shall be the sole responsibility of the contractor to obtain street use and any other related permits prior to any construction activity. 6. All locations of existing utilities shown hereon have been established by field survey or obtained from available records one should therefore be considered approximate only and not necessarily complete. It is the sole responsibility f the contractor to independently verify the accuracy of all utility locations shown and to further discover a1 + -v6id any other utilities not shown hereon which may be affected by the implementation of this plan. The contra -oIl shall contact the Underground Utilities Location Service (1-800-424-555) at least 43 hours prior to constr u ;ion. The owner or his representative and the engineer shall be contacted immediately if conflicts exist. 7. Location'l, of roadways, buildings and parking areas shown hereon are approximate. Improvement and structure locations Miall be field set by the surveyor/engineer as required. 8. Any appiuved cuts of existing public roadways shall be backfilled and compacted in accordance with City of Renton Stoodards. All cuts into existing asphalt shall be along neat, continuous, sawed, or wheel cut lines. A temporary cold mix patch must be placed immediately after backfill and compaction. This existing road shall be replaced with at least 3 inches of compacted CL "B" asphalt concrete, 6" crushed rock surfacing top course (5/8 inch minus), as required dependent upon a soils engineer's recommendation and tests. In no case shall the replacemenli be less than the existing section. SITE DATA SITE ZONING: IM MEDIUM INDUSTRIAL LOT AREA: 0.23 AC APPROXIMATE 10,000 SF PROPOSED USE: 1ST FLOOR RETAIL/COMMERCIAL 2ND APARTME PARCEL NO.: 569000-170 &-169 SITE ADDRESS : 109 LOGAN AVENUE, RENTON, WA EXIST IMPERVIOUS AREA 0.16 AC NEW IMPERVIOUS AREA 84% 0.19 AC SHEET INDEX COVER SHEET AND SITE IMPROVMENT PLAN C1 SITE GRADING AND STORM DRAIN PLAN C2 WATER AND SEWER CONNECTION PLAN C3 EROSION/SEDIMENTATION CONTROL PLAN C5 EROSION SEDIMENTATION CONTROL DETAILS C6 CITY OF RENTON STANDARD DETAILS C7 CITY OF RENTON STANDARD DETAILS C8 IT OV%.) oF.maozi : 19985 .� � ¢ � � RYKELS ENGINEERING INC, �SION AL f= r Consulting Engineers - Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 arykels@ccomcast.net - COVER SHEET AND SITE IMPROVEMENT PLAN 5/12/2001 1".pr5 t,CITY OF LOGAN AVE MIXED USE BLDG, RENTON, WA p'R°°K` `' '°"`' Divi, ion RENTON 109 LO(-lAN AVE S RENTON, TON, WA 98055 DRAWING N0: JULp 8 anning/Building/Public Works .Dept OWNER/DEVELOPER: ANGIE SINGH 206-431-0953 004-101 SHEET: CF��-.cQ--� A-NNNNATA bi �1 0 I M 1 II TAX LOT # 5696000185 30.00 CATCH BASIN RIM=35.24 IE=32.12 12"HDP(E) 6" ADS FOR DOWNSPOUTS TIGHTLINE DAYLIGHT DOWNSPOUTS TO WATER GARDENS TO WATER GARDEN IN LANDSCAPE TAX LOT # "" it 5696000180 WATER GARDEN FOR N07'49'36"W DOWNSPOUTS WITH OVERFLOW 2.54 1 Ij OUTLET TO SD SYSTEM BOTTOM AREA 65 SF - -- _ N88'29'38"W 99.59' i� CB #1 TYPE I PVMT PVMT I W/ STND FRAME& GRATE 1 RIM 35.25 Q, IE 31.14 8" OUT PvjT s 10 11 FINISHED 1ST FLOOR 36.5 a' l P 36.0 6 - PVMT WATER GARDEN FOR DOWNSPOUTS WITH OUTLET TO SD SYSTEM BOTTOM AREA 65 SF LEGEND -STREET LIGHT ps SANITARY SEWER MANHOLE NEW PAVEMENT ® STORM DRAIN MANHOLE EXTRUDED CURB ® STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE cc WATER VALVE o TELEPHONE RISER ° WATER METER 'j',. PvM 3s•o !' 4�I _ >M PVMTREC I, 58 LF 8 SD S=1.00% 36.0 261LF 8" SD �n PVM3 e .0 PVMT -- VMT w s U) 36.01 'I PVMT � I I'• i te ' o v 1 FINISHE ST FLOOR 36.5 t VM STALL It I+i I� I OPT i 36.0 ; N88'29 38 W- 100.00' - - r !i t3 CB #2 TYPE I W/ STND FRAME& GRATE GAS iI RIM 35.25 METER I �+ I IE 30.56 8" COMM TAX LOT # I 5696000165 I F� CV 0o L___ TAX LOT # 5696000260 IFIRE HYDRANT UTILITY POLE 30.00 STORM MANHOLE I - Rtlat=35.55 1 ,.- IE=31.15 12" HDP(E) IE=30.98 12" HDP(W) IIE=28.50 24" CONC.(N)(S) y CATCH BASIN RIN1=35.16 IE=32.89 12"HDP(W) 1 `,1 fAX LOT # 5696000255 -- .----------- SEWER MAI4I TOLE RIM=35.86 �;► ;! IE=28.08 8" PVC(S) IFIE=27.83 8" PVC(N) 4 +I; # I I TAX LOT 5696000250 11 i t - I_ i : FIRE HYDRANT 11 I I} i r ' � ii fAX LOT # 5696000245 1I ;I i t li ;I I I CB#3 TYPE II -48 CB W/ SOLID RINiG & COVER I RIM 35.80 MATCH EXIST PVMT is ! IE 28.78 24" EXIST (CALC) INSTALL CB ON EXISTING SD VERIFY CLEARANCES li it ' FAX LOT # X5696000235 if IMa STOR MANHOLE RIM= 6.81 IE=3 .68 12" HDP(W) SITE GRADING AND STORM DRAINAGE PLAN NO. REVISION SURVEYED: HDA ALTA 5/21 DESIGNED: A RYKELS DRAWN: M RYKELS cHECEED: BY I DATE I APPR I APPROVED: SCALE: 1"=20' ONE INCH AT TULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SPECIAL NOTES: 1. INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE W/ CITY DETAILS 2. STORM DRAIN PIPE MATERIAL SHALL BE CL 50 OR 52 DUCTILE IRON PIPE WHERE NOTED. IN OTHER LOCATIONS CONTRACTOR SHALL HAVE THE OPTION OF "N-12" ADS, "RIBTITE" , PVC, OR OTHER PIPE AS SPECIFICALLY APPROVED BY THE CITY OF RENTON FOR PRIVATE STORM DRAINAGE SYSTEMS. 3. ALL CB'S SHALL HAVE STND FRAMES AND GRATES UNLESS OTHERWISE NOTED. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 FEET PROJECT BENCHMARK: BENCHMARK "G" EXISTING FIRE HYDRANT SOUTHWEST CORNER LOT 1 AT LIND AVE SW, ELEV 20.16 TOPOGRAPHIC AND BOUNDARY DATA PER ALTA SURVEY PROVIDED BY OWNER HDA SURVEY DATED OCTOBER 5, 1999. HORIZONTAL DATUM: CITY OF RENTON NAD 83/91 VERICAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: CITY OF RENTON BM NO. 672 "CHISELED SQUARE IN CONIC WALK 6.5 FT WEST AND 1.0 FT NORTH OF SERVICE ENTRANCE DOOR TO SAM YOUNKER'S DATSUN" ELEV 20.94 AA � w�s%Sy�ls 0: •cn - z. �p'•�p 19985 CITY OF RENTON ning/Building/Public Works Dept RYKELS ENGINEERING GROUP, INC. Consulting Engineers - Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 Fax 253-638-1982 SITE GRADING & STORM DRAIN PLAN LOGAN AVE MIXED USE BLDG, RENTON, WA 109 LOGAN AVE S, RENTON, WA 98055 OWNER /DEVELOPER: ANGIE SINGH 206-431-0953 II J l NIN NINIAIA 6/2/2004 wilyfwr rIEI.DS00B: P/an, tir1C� ; �t j • - ' i�.r,Jr, PAGE: DRAWING N0:__77 004-101 `� 1U,l %I 53 r 0 1 20 40 Scale 1" = 20' CONTOUR INTERVAL 1 FEET TAX LOT # 5696000185 CATCH BASIN 30.00 RIM=35.24 IE=32.12 12"HDP(E) TAX LOT # 5696000180 INSTALL 6" SS CLEANOUT N07'49'36"W 5 FT FROM BLDG PER CITY 2.54' , `! STANDARD DETAILS (2 PLACES) ; L IFIRE HYDRANT UTILITY POLE 30.00 STORM MANHOLE 1 IE=31.15 12" HDP(E) i IE=30.98 12" HD (W) IIE=28.50 24" CONC.(N)(S) ,1 +r.+ -V - - N88'29'38_W 99.59' ' I 1- I ELEV 11 ! I 1 01 ! I i! { CMVWwt 9 Iu " li i i .�. � R, t _o e ! 1 43 LF 6 P� S=1. 0% OI MASH I REG - - -AJ LF 6 PV1 ! w I 1 01 4 I "' p �h, ampoct ?� V Y j 2 , a VAN STw I I � OPT 1 t N88'29'38"W 100.00' i i, GAS METER �+ Ir TAX LOT # 5696000165 I I I 1 ' 1 I 1 •� CATCH BASIN - RIM=35.16 jy 4 IE=32.89 12-HDP(W) TAX LOT # 11 5696000255 INSTALL I" WATER METER ASSY 1 t, ADJACENT TO PROPERTY LINE PER CII'Y OF RENTON STND DETAILS 1 i - •i j i SEWER MANHOLE RIM=35.86 IE=28.08 8" PVC(S) I I ! IE=27.83 8" PVC(N) I TAX LOT . 5696000250 I; + FIRE HYDRANT ! it T � � 1--J" SERVICE CONNECTION TO 1 EXISTING WATERMAIN FOR NEW SERVICE u i TAX LOT # r I ; 5696000245 o v STREET LIGHT OS SANITARY SEWER MANHOLE jpm,% NEW PAVEMENT ® STORM DRAIN MANHOLE EXTRUDED CURB 19 STORM DRAIN CATCHBASIN NEW CEMENT CONCRETE FIRE HYDRANT • POWER POLE pd WATER VALVE o TELEPHONE RISER WATER METER BENCHMARK IS 1/4" BRASS PIN IN CONC. IN CASE, DOWN 1.6', AT THE INTERSECTION OF NAV D 88 S 2ND ST. WITH MORRIS AVE. S RENTON SURVEY CONTROL #673. ELEV.= 32.62 FEET SURVEY REFERENCE 1) RECORD OF SURVEY, KING COUNTY RECORDING NO. 20060731900004. 2) RECORD OF SURVEY, KING COUNTY RECORDING NO. 20040413900018. 3) BNSF RAILROAD RIGHT-OF-WAY MAPS. 4) CITY OF RENTON SURVEY CONTROL DATA. \ I CON.N111-1 i TO EXISTING 8" SANITARY SEWER WITH 1 ,::W 6" SIDE SEWER 2 PLACES i' I 1-J" SERVICE CONNECTION TO EXISTING WATERMAIN FOR NEW SERVICE i it INSTALL 1" WATER METER ASSY ADJACENT TO PROPERTY UNE PER. QTY OF RENTON STND DETAILS TAX LOT # 5696000235 �aote X04 SURVEYED: SCALE: HDA ALTA 5/21/99 1 n_z0. HORIZ`' oNTAL"L: AD °9"IINi DESIGNED: DRAWN: �� I ONE INCH DATUM V M CHECKED; AT I= SCALE INCH NO. REVISION BY DATE APPR IN, AppgOVED; SCC ALE ACCONOT ONE RDINGLY STANDARD SANITARY SEWER NOTES 1. Pipe shall be rubber qasketted, PVC, ASTM D 3034, SDR 35. 2. Side sewers shall be six inch size and shall be a minimum of five feet deep at a point ten feet beyond the property line. Lots for which five feet is not considered sufficient depth shall be noted with a maximum invert 3. Minimum slope for six inch laterals shall be 1.0%. 4. All laterals shall be capped with a watertight plug, and shall be marked for location with a 2 X 4 X 8 stake painted white, marked "SEWER" with depth painted in black on the street side. 5. Side sewers shall be constructed in accordance with the City of Renton Standard Detail. 6. Side sewers shall be tested for acceptance at the same time the main sewer is tested. 7. New connections to existing manholes or sewer lines shall be sealed off until upstream construction is finished, tested cleaned and accepted by the City Engineer. 8. The contractor shall adjust all manhole rims to flush with the final finish grade. All manhole rings and covers shall be per the City of Renton Standard Details. 9. Contractors shall maintain a minimum of 10 foot separations horizontally and 3 feet vertically between all water and sewer lines. Any conflicts shall be reported to the City Engineer prior to construction. WATER SYSTEM GENERAL NOTES. 1. Water system improvements for this project are limited to a new domestic meter installation. I EXPIRES 6/4/2005 I RYKELS ENGINEERING GROUP, INC. Consulting Engineers - Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 Fax 253-638-1982 CITY OF WATER AND SEWER CONNECTION PLAN 6/2/2004y��i •• ,� pIBLDHDGK: Zla-Y RENTON LOGAN AVE MIXED USE BLDG RENTON WA PAGE: P/�TI,r) rj ).V anning/Building/Public Works Dept 109 LOGAN AVE S, RENTON, WA 98055 DRAWING 101 OWNER/DEVELOPER: ANGIE SINGH 206-431-0953 Ste: Cj-3 OF: $ A N ton k, jpm,% RYKELS ENGINEERING GROUP, INC. Consulting Engineers - Civil, Municipal, Subdivisions, Land Development 28301 183rd Ave SE, Kent, WA 98042 Ph 253-631-6598 Fax 253-638-1982 CITY OF WATER AND SEWER CONNECTION PLAN 6/2/2004y��i •• ,� pIBLDHDGK: Zla-Y RENTON LOGAN AVE MIXED USE BLDG RENTON WA PAGE: P/�TI,r) rj ).V anning/Building/Public Works Dept 109 LOGAN AVE S, RENTON, WA 98055 DRAWING 101 OWNER/DEVELOPER: ANGIE SINGH 206-431-0953 Ste: Cj-3 OF: $ A N ton