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Home My WebLink AboutLarge FormatI)EVELOPMEAIT CITY OF REPLANNINQ NTON 'MAR 112008 F1F.Crr.,V,gj) REVISIONS BY 2-12-08 11bis W4wqc pW is diW&mww, ill dimcasioas uc appiJu= wA mw be field vefifia Q GHA Landscap* Architclz 2008 GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522-2334 FAX 206.526.5667 Z n z 0 < 0 ,3: -Z V) z 0 F- F. LLJ Z W i. LLJ LLJ Ce Lu U) 0 (1) 0 > Z V) z LJ J> < C`4 N (0 1r_ z LLJ 0 0-4 Z STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NbL BUCHANM CERTIFICATE No. 513 -DATE: 2-8-08 -SCALE: ON PLAN DRAWN: NB JOB: SHEET: Ll 00 of 1 SHEETS 2 DEVELoY OF pw_w EN OM PLANNING CIT MAR 11 2008 RECEIVED �ON5TRUCT I ON NOTEE5: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT A5 WELL A5 ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION, ALL PLANTING BEDS TO BE ro" BELOW FINISHED GRADE TO ALLOW FOR TOP501L AND MULCH. IN PLANTING AREAS ADD 4" OF TOPSOIL MIX CONSISTING OF 2/3 CEDAR GROVE COMPOST AND 1/3 COARSE SAND OR EQUAL; TiLL INTO TOP 12'' OF EXISTING SOIL, RAKE SMOOTH AND LIGHTLY COMPACT, AVOiD DISTURBING MAJOR ROOTS OF TREES TO REMAIN ALSO CONFORM TO GRADING PLAN AT INDIVIDUALLY PLANTED TREES PREPARE A (o' DIAMETER PLANTING AREA PER SOIL PREP, NOTES ABOVE , PLANT TREE PER DETAIL #1 THIS SHEET AND MULCH WITH 2" OF FINE BARK IN (o' DIAMETER PREP. AREA. INSURE THAT BEDS DRAIN PROPERLY. IF A POOR DRAINAGE SITUATION IS ENCOUNTERED COORDINATE WITH GENERAL CONTRACTOR TO IMPROVE DRAINAGE. BY ADDING A DRAINAGE LINE AND OR BERMING THE PLANTING BEDS. PLANT TREES PER DETAIL 01, PLANT SHRUBS PER DETAIL #2 TH15 SHEET E3ACKFiLL WITH NATIVE 501L AS AMENDED ABOVE, MULCH BEDS WITH 2" OF FINE BARK WATER PLANTS IN WELL, CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR UJORK. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH 5E5T-PAK5 FERTILIZER, AVAIL. HORIZON 425328.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS ,AROUND ROOTSALL (o-8" FROM 501L SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR WHERE STREET TREE5 ARE CLOSER THEN 4' FROM AN ADJACENT 51DEl.UALK OR STREET, PROVIDE AK -a' Wl[: E BY 24'' DEEP COMMERCIAL ROOT BARRIER, CENTER BARRIER ON TREE AND PLACE AGAINST ADJACENT SIDEWALK OR STREET. 5ET TOP OF BARRIER LEVEL WITH TOP OF SOIL, BELOW MULCH LEVEL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON i" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE LEAVE 1/2'' CLEAR BETWEEN CHAINLOCK AND TREE TRUNK REMOVE STAKES TWO YEARS AFTER PLANTING 2'' D I A. WOOD STAKE 5 LA I SOIL BENEATH TREE TO BE EX15TING 501L OR COMPACT -SOIL TO a5% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL TREE PIT TO BE SAME DEPTH AS ROOTBALL SCARIFY BOTTOM AND SIDES OF PLANT PIT IN AREAS WITHOUT ROOT BARRIER SET 5TAKE6 PARALLEL TO ADJACENT STREET STAKE OUTSIDE OF ROOTBALL SET TREE I" ABOVE GRADE As. GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL TREE STAKING DETAIL SECTION N.T.S. TREE PROTECTION NOTES Prior to initiating tree removal and any clearing and grading on the site, trees to be protected and preserved shall be protected From potentially damaging activities as follows unless otherwise approved by the City. Renton Municipal Code 4-4-130 H. 8. 8. Protection Measures During Construction: Protection measures in this subsection shall apply for all trees that are to be retained in areas subject to construction. All of the following tree protection measures shall apply: a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. b. Fenced Protection Area Required The applicant shall erect and maintain six foot (&') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty Feet (50') indicating the words, "NO TRESPASSING - Protected Trees" or on each sidq of the fencing IF less than fifty feet (5O'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. in addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around the tree. The diameter of this Wall or well must be equal to the tree's drip line. d. Impervious Sur Faces Prohibited Within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained.. e. Restrictions on Grading Within the Drip Lines of Retained Trees: The grade level around any tree to be retained may not be lowered within the greater of the following areas: (i) the area defined by the drip line of the tree, or 01) an area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch of tree caliper. The Reviewing Official may require a larger tree protection zone based on tree size, species, soil, or other conditions. F. Mulch Layer Required. All areas within the required fencing shall be covered completely and evenly with a minimum of three inches (3") of bark mulch prior to installation of the protective fencing. Exceptions may be approved by the Reviewing Official if the mulch will adversely affect protected ground cover plants. g. Monitoring Required During Construction: The applicant shall retain a professional arborist or other qualified professional to prune branches and roots, Fertilize, and water as appropriate For any trees and ground cover which are to be retained. h. Alternative Protection: Alternative safeguards may be used if determined by the Reviewing Official to provide equal or greater tree protection. S, Maintenance: a. All retained trees, including protected trees, shall be maintained for at least five (5) years from the date of the final land development permit issued for the project. b. All retained trees and vegetation shall be pruned and trimmed to maintain a healthy growing condition or to prevent limb Fa i lure. c. With the exception of dead, diseased, or damaged trees specifically retain'ed to provide wildlife habitat, dangerous trees, as defined in RMC 4-I1-200, or stolen, tree_ s shall be replaced within three (3) months or.,during'thelnext.plantine season IF the loss does not occur in a planting season: When providing protection zone measures do not extend into off site property. Also do not mulch around protected trees that are existing in established ornamental planting areas or lawn areas. Consult with Certified Arborist if any development, grading, trenching, etc., must occur in tree protection area. Note: Construction of a road and routing of some utilities is planned to cross through the tree protection zone of the 42'' Willow. Minimize disturbance to roots of tree where possible. Do not apply bark mulch to area of future road development. Protective Fencing for this tree will also have to be adjusted to allow access to lot *2 via new driveway. AND FERTILIZER PER SPECIFICATIONS SET AT 1/2'' HIGHER THAN GROWN iN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EvER IS GREATER 5HRl SECTION 5 PLANTING DETAIL REVISIONS BY 2.12.08 TLu t+t>dsape pin is dis�r>tmmalic, ell dimensions are eppro�timax vA mw bt fold saifitd. cm Landscopt AI MIKI+ 2Wd cill GHA Landscape Architer-0 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 Q -� Z Q ry Z Q0 i� _ Z V) Z LU �. 0 �- Z ry W W = QL W D U o >Z VI Q Q Z W J >N04 V— Z W 4F-. N Z Q a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT qNIAJUCHANAN CERTIFICATE No. 513 DATE: 2- 8- 08 SCALE: ON PLAN DRAWN: N8 JOB: SHEET: ■ of 2 SHEETS 2 DEVELOPMENT IPLAi° NiNG CITY OF RENTO MAR 11 2008 E CITY OF RENTON RECORDING NO. VOL./PAGE SHORT PLAT NO ------------ - KING COUNTY, WASHIMGTON SCALE: GRAPHIC SCALE 1n -20' - _ S89 '46'46'E 871.61 ' (W -ASJ _ _ - _ 1 inch 20 FT. - - 410.00' (CALC I -- S89 4B V9'1= 20 20 1 I 461.61 ' (CALC V) 1153.73' (WAS.)' FOUND CONCRETE MONUMENT LINDHOLM AVE. W/ 3/8- BRASS PLUG 1N CASE 1 (8AS1S OF BEARAvC�S) PORTION O F : FOUND CONCRETE MONUMENT W/ 1/2' BRASS PLUG IN CASE FOUND 2' IRON PIPE W/ 1/8' N.W. 1 /4, S.E. 1 /4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. CITY OF RENTON ID NO. 476 cn N 173,226.586 BRASS PIN IN CONCRETE IN CASE iv E 1,299,294.163 CITY OF RENTON ID NO. 659 LAND USE ACTION NUMBER: LAND RECORD NUMBER: ® obi ,� .H'I LLLARD �7 H0R T S LA .L 1 � y E 1,300447.885 mx LUA--XX--XXX--SHPL LND-xx-xxxx ®� LOCATED IN THE A N N. W. 114 OF THE S.E. 1/4, BASIS OF BEARINGS: (NAD 83/81) OF SECTION 19, TOWNSHIP 23 NOR TH, THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING ]� 1 " BETWEEN CITY OF RENTON ID NO. 476 AND ID NO. 659 jjJ' RANGE 5 EAST, II.lRL., BEING SOUTH 8948'09" EAST, RECORDS OF THE CITY ®16 1 Q0 KING COUNTY WASHINGTON �j OF RENTON. �^ NOTES: 1 MONUMENT VISITED ON 1-17-05. _ 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFfT OF A i` CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT 1 1 TO SHOW ALL EASEMENTS, COVENANTS, CONDITIONS OR 0 1 �90� �.� Y1 RESTRICTIONS, IF ANY. ® 3. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT Cl) SITE BENCHMARK o w �r to 1 DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE 3O TOP SE. BOLT ON F.H. BLDG o 0 0 0 LOTS BE DETERMINED. w EL= 92.15 U.S. FEET L� LOT 30 1 1 FOUND TWO (2) \ IRON PIPES �� VERTICAL DATUM: 0.2' N. & 0.3' W. R -, OF PROP. COR. _ 1 NORTH AMERICAN VERTICAL DATUM OF 1988. 77. �- cluVEt coNc. GARAGE �, BENCHMARK: _ FOUND 5/8" REBAR do CAP CITY OF RENTON BENCHMARK NO. 476 5 ,(" y W v i r 200.00 ' (PLAT) 10702" AT PROP. COR. FOUND CONCRETE MONUMENT W/ BRASS SB9 46'46'E 200.07' (CALC D) PIN IN CASE 15' EAST OF INTERSECTION OF HEDGE 3� SHATTUCK AVENUE AND SOUTH 15TH STREET 30.73' - - - - - - - - - - - ELEVATION = 132.86 U.S. FEET. 116.43' 8' CHERRY ' '� _ 6" FRUIT WIRE FENCE IS SITE BENCHMARK: rn o 1't E OF COR. LOT 1 TOP SOUTHEAST BOLT ON FIRE HYDRANT N t 6 CONC. ' . 1 5,984 SQ. FT c° 10' FRUIT 1d' FRUIT ELEVATION = 92.15 U.S. FEET � cis -` --------- a -------------- savE� G CONTOUR INTERVAL: 2.U0 -U.S.--FEET N =51-1- F.F.= i0000HOUSu.S. FEET o ti LOT 29 8,662 SQ Fr (TOTAL) DRAINAGE STRUCTURE: ® 1 1' EAVES (N.,S.) 14,647 SQ. FT. ` 'Y n c£ - 29' g 6,719 SQ. FT (W/O PANHANDLE) LOT6 1: SSMH 14. CB Z a RIM = 90.06 RIM = 8437 C- �, 31.1 ---- 6' RCP N.-S.= 72.04 r RCP EW 8 84.47 4. 7 • 22 6.9'- o� $ At 112: SSMH 8' RCP W.= 83.82 ,- -------------------------- �� RIM - 90.89 8' RCP N. -S. 74.92 15. CB 1 4 OAK / RIM = 87.40 S89 46 46 E 10436' 0: CB 6' RCP N.= 85.78 rn S W 0) �°' o ^ ^ry 8' RCPW 86.58 38 b' RCP S = 85.70 ^' 8- HOLLN ,� / 6' ADS S= 86.68 16. CB I HEDGE WIRE FENCE IS ,118 6' RCP N.= 86.83 RIM = 88.21 # 2.3' E OF COR. 6' RCP S.= 87.06 14 1 NB9 '4646'W 20G.07' (CALC D) x - - - - 17. IE 6' RCP = 88.91 200.00' 3 ;PLAT) 107' C HUNK X 02' 0.1' FOUND 5/8- REBAR & CAP 8 IE 8' ADS = 89.99 CONC: FENCE N OF PROP COR _ � . .. C HUNK � 77 ---- --- `1 0.2OF NEE 1 _ CARPORT N 1 FOUND 1' IRON PIPE 0.7 S. & 4.2' W. OF PROP. COR. ® 01,E LOT '28 ► LOT 7 T 30, 1 ASPH• D-W- °' LEGEND: � ® FOUND MONUMENT AS DESCRIBED ® WATER METER Cramer Northwest Inc. LLj C1 1 O FOUND IRON PIPEIRE84R & CAP AS DESCRIBED ® POWER METER N Surveyors Planners & Engineers ® SANITARY SEWER MANHOLE ® TELEPHONE RISER 1 CD y 945 N. CENTRAL, STE. #104, KENT, WA 98032 0 ® ® CATCH BASIN � UTILITY POLE (253)852-4880 (local) 1-(800)251-0189 (toll free) e 1 � O CULVERT 1m MAIL BOX (253)852-4955 (fax) E-MAIL: cnl@cramernw.com 9 & FIRE HYDRANT DECIDUOUS TREE 1 ® WATER VAVLE B. INSTRUMENT USED: GEODIMETER 600 AND/OR TRIMBL.E 5603DR200+ a � �•� 12 �'t,' METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. ::: ACTUAL LOCATION OF 1 18 ® INDEXING DATA: N.W. 1/4, S.E. 1/4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. SSMH IS N09'53'07'W 284.38' OF N'LY SSMH S. > 9TH ST. N89'51'53"W 461.46' (CALCD) - - - 1 0% DRAWN BY: DATE: JOB NO.: '�i•••,Q�,40018 gyp•;' T.E.C. Wed., Jul. 9, 2008 2007-001 �eN L • CHECKED BY: SCALE: SHEET. EXPIRES 07 22/2008 D.B.H. 1 inch = 20 FT. 2 OF 2 PROJECT NAME: CREATED: Mon Jon 22 13:49:17 2007 PREV. PLOT: Wed Feb 06 15:27:55 2008 PLOTTED: Wed., Jul. 9, 2008, 13:56:13 C: TMCUSTOM Projects Jobs 2007-001S_02-06-08.pro APPROVALS: DEPARTMENT 0 ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON SHORT PLAT NO .------------- KING COUNTY, WASHINGTON CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. NAME IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M IN BOOK .......... OF ............ AT PAGE......... AT THE REQUEST OF „ OWEN..B...HILLE.1.. PLS .................. SURVEYOR'S NAME CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF 20 SCALE: EXAMINED AND APPROVED THIS DAY OF 20 AssEssaR N/A ADMINISTRATOR DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER 334040— 1480 N.W. 1 /4, S.E. 1 /4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. MILLLARD SMOR T PLA T LOCATED IN THE N. W. 114 OF THE S. E. 1 /4, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON DEVELOPER/OWNER INFORMATION. ADAM HILLARD P.O. BOX 1696 ISSAQUAH, WA 98027 1-425-664-9924 ZONING, SERVICE & UTILITY INFORMATION: TOTAL PARENT PARCEL IN ACRES: 0.34 ACRE NUMBER OF LOTS: 2 PARENT PARCEL ZONED: R-8 AREA LOT 1: 6400.10 SQ. FT. AREA LOT 2 (TOTAL): 8246.51 SQ. FT. NET AREA LOT 2 W/O PANHANDLE. 6719.46 SQ. FT. PROPOSED DENSITY. 5.95 DENSITY PERMITTED BY CODE: 8 DWELLING UNITS PER ACRE LEGAL DESCRIPTION. (PER RECORDING NO. 20051011001921) LOT 29, BLOCK 8, C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDL-0 IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, r SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF _ _ ADAM HILLARD IN Jul. 2008 ...... ................................................. ...... P.L.S. CERTIFICATE N0. 40016 MGR. SUPT. OF... F RECORDS Cramer Northwest Inc. B K F ..:... I . Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 0. 1—(800)251-0189 (toll free) .,,k,40016 o. . moo• (253)852-4955 (fax) E—MAIL: cni®cramernw.com EXPIRES 07/22/2008 VICINITY MAP INSTRUMENT USED: GEODIMErER 600 AND/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W:A.C. 332-130-090. INDEXING DATA: N.W. 1/4, S.E. 1/4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: T.E.C. Wed., Jul. 9, 2008 2007-001 CHECKED BY: SCALE: SHEET: O.B.H. N/A 1 OF 2 PROJECT NAME: 1/CREATED: Mon Jan 22 13:49:17 2007 //PREV. PLOT: Wed Jul 09 13:56:18 200811PL S ASPH. D.W S8946'46"E 871.61' (MEAS.) + + FOUND CONCRETE MONUMENT ZJXDH0ZM A VE W/ 3/8' BRASS PLUG IN CASE 1 O 6" PVC SS STUB FOR LOT 2 IE=73.65 m r-- 1 "=20' LOCATED IN THE N.W. 114 OF THE S.E. 114, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E, W.M. 12 ACTUAL LOCATION OF � �g SSMH INog A4 O S. > 9TH ST. 284.38' OF NTY SSSSMH + N89'51'S3"W 461.46' (CALC'D) 410.00' (CALC'D) - ' ` - S89 48'09'E ' + 1153.73' (YEAS) FOUND CONCRETE MONUMENT W/ 1/2" BRASS PLUG IN CASE CITY OF RENTON ID NO. 476 FOUND 2" IRON PIPE W/ 1/8" BRASS PIN IN CONCRETE IN CASE CITY OF RENTON 1D NO. 659 N tp � y HOME ON LOT 2 SHALL BE SPRINKLED. d v [8R); CONC. CARPORT `,� _ c \ `� 1 AL UTILITIESIDRAINAGE_ CONTROL/CONCEPTUAL Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) or 1—(800)251-0189 (toll free) (253)852-4955 (fax) E—MAIL: cnl®cramernw.com NO. REVISION 1 1 1 1 1 1 1 1 1 10" FRUIT I' s r m DI. SURVEYED: CNW DESIGNED: LSK DRAWN. LSK CHECKED: LSK BY DATE APPR APB: # 1: SSMH J4: CB RIM = 90.06 RIM = 87.37 8" RCP N.—S.= 72.04 6" RCP NX= 84.47 8" RCP E. = 84.22 #2: SSMH 8" RCP W.= 83.82 RIM = 90.89 8" RCP N. —S. = 74.92 J5: CB RIM = 87.40 #3: CB 6" RCP N. = 85,78 RIM = 88.38 6" RCP S.= 85.70 8" RCP W.= 86.58 8" ADS S.= 86.68 #6: CB 6" RCP N.= 86.83 RIM = 88.21 6" RCP S. = 87.06 #7: 1E 6" RCP = 88.91 #8: IE 8" ADS = 89.99 SCALE*. I "= 20' ONE I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY YWCAU HORIZONTAL' N D ; 9M 991 •. �- CITY OF AM RENTON DATUM Planning/Building/Public Works Dept. VICINITY MAP LEGAL DESCRIPTION: PER RECORDING NO. 20051011001921 LOT 29, BLOCK 8, C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. BENCHMARK: CITY OF RENTON BENCHMARK NO. 476 FOUND CONCRETE MONUMENT W/ BRASS PIN IN CASE 15' EAST OF INTERSECTION OF SHATTUCK AVENUE AND SOUTH 15TH STREET ELEVATION - 132.86 U.S. FEET. SITE BENCHMARK TOP SOUTHEAST BOLT ON FIRE HYDRANT ELEVATION - 92.15 U.S. FEET VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET ABBR.EMTIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL _. -- CLASS - PL - PROPERTY LINE - CO - CLFAN OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DETECTOR CHECK VALVE S - SANITARY SEWER DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FHY - FIRE HYDRANT N - NORTH FL - FLANGE JOINT NW - NORTHWEST H/C - HANDICAP SW - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST L/S - LANDSCAPING DESCRIPTION Nh'71' EXISTING STORM SEWER EX_ STORM SANITARY SEWER 55 EX, SEWER WATER w --CX WATER AC PAVING ;'+'.t�•: CONC. SIDEWALK L-�1 CONTOURS 50 STORM CATCHBASIN SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT UTILITY POLE FOUND MONUMENT AS DESCRIBED @ WATER METER TELEPHONE RISER CULVERT Q POWER METER f ;' MAIL BOX 1 Lyv DECIDUOUS TREE HILLIARD SHORT PLAT 07/02/08 FOR THOMAS WOLTER FICDOOD"' POM DRAM" Na GENERAL UTILITIES/DRAINAGE CONTROL/ 1 CONCEPTUAL GRADING PLAN SHW: 1 on 1 IAI-ININININIAIA 9 W 9 a 0 a 2. w Q E a7 I m 9 -- Control --- Lot Parcel k19King County - RightOfWay --- Easement Platted Major Number Dept Of Assessments - Plat -- Survey - ShortPlat --- GovernmentLot `'City so ----- OriginalShortPlat Hydro - Parcel DonationLandClaim ' ........ , \ a 1 I 1 9' 0,23 % 1 s -31-18 1 - 612'f , � , , In �___ ___ ____ _ _______ ___ _ _ , n ,m �; ' i 153p x \ , �, , 01 ,C y ' 9: B2 /', , ate` ^s '.W , / ' W I `� - s 1� / a E35 , 41 I I � I \6 /1 m'L ';G `+y^ � 15'a`cR 9 / I I � i I / / 12G7w 13 / 40 I 'im i \,\ O / %/ 61 / j jwtn ',N '- %' 43- 7532# 39 i i I" 1 ; 21356.(�'.\` - i' 168 2 a L otm ,�-_____L______200 _ 96-OS "D�, _r' / s - - ----- -------t- x ' 17 5 c• ,sue I .- i 4i 60 I i s 38 I i / ' 14 7g11 I " > / \ , J 9090 SF '-r' --------- ---` ' ' -----222.04 1a3.27 ' 1550 15 1S ________ __o _____ 346 19 W SC. $ 588967 , ' / ; / Ip P _ _.,� 200 37 I ry9 I I // I / ° 59 \ 1 N LUA-9 190.05 -- - ' 0.• '" 18 -_-N 89-53-48 W - - - / \�� -- -'!-- I I t T-- �I" 1 9-53-98 N b N 8 18 ,r R 36 I I o . 227 .47 9 m ' m a Im 30 s, F \'\'\4 y S5 ; �;,n I g-/ i , I r; , �_ �dt___ _ _ _______ 1 - ,4$, _005 AC 4-,1-21 ' ; 1 0995 / \ , 235.79 \ , / I I j I I ;, i 20 i / I 1 a\ , s__________f _ _ 252_71___ t\ \ ( tyy '\ 2 i ' I O"/ - 1-- LINDH 346.19 , __ _______-_ I 200 1 The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information Contained on this map. Any sale ofthis map or information on this map is prohibited except by written permission of King County. Do not use for survey purposes. >;4m ,,15L_ m ea - '3 �� 0116" 18190$ ga _ 9631 s Y; °m--' U we 11 6000 s. 0045 �j 01 ,m11 021. 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