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Home My WebLink AboutLarge FormatIry REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM MULCH TO DEPTH SPECIFIED IN NOTES TOP OF ROOT BALL MULCH & TOPSOI. OR FORM CONTINUOUS AMENDED BASE, REFER TO RIM ''IIIIIIIIIIIIIIiIIIII Illlu�' "'•.III IIIIIIIIIIIIIIIIIII'/ LS NOTES FOR DI_PTH HEN B&B: REMOVE ISL WIRAND .ROLL BURLAP OFF OF TOP BACKFILL W/ — l®III®III — OF ROOBALL BACKFILL MIXTURE AS -1 NOTES I ( -)) I -I I (—III -I 'I -I I (® INDICATED IN NOTE IN _®i 1. PLANTING BACKFILL: 9" LAYERS. WATER I I -I 1 I�I I I -III -I I I� I I® AND TAMP TO —I IISI I 50% EXISTING SOIL, 50% 1/4 MINUS REMOVE AIR POCKETS — COMPOST, MIXED THOROUGHLY 2 X BALL DIA. 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF BkB AND BURLAP IS GREEN IN COLOR. RE -MOVE TTELY BEFORE" INSTALLING LLINGSj JB PLANTING DE TA IL PLAN. NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS,, ZO COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. ' �l r CONIFER TREE 3. IF B&B AND BURLAP IS 2x2 STAKE DRIVEN GREEN IN COLOR. REMOVE _ �' ` ��INTO SUBGRADE COMPLETELY BEFORE INSTALLING �� SECURE STAKE TO TREE �'y PLANT. ; ' w � INTERLOCKING PLASTIC I lLb FORM SAUCER WITH CONTINUOUS RIM MULCH TO DEPTH SPECIFIED MULCH &TOPSOIL OR IN LANSCAPE NOTES AMENDED BASE, REFER TO L`� '''loll Illlllllllllllll�'!' j ""'" 111lIlIl IIIIIIIIIIIIIIII' NOTES FOR DEPTH WHEN B&B: REMOVE ALL WIRE AND ROLL TOP OF ROGUBHLL RLAP OFF OF EXCAVATE PIT TO DEPTH OF ROOTBALL OR POT. SCARIFY SIDES AND BOTTOM OF PIT, BACKFILL W/ SOIL MIXTURE INDICATED IN NOTU-.r, E R G R E E i V TREE STAN IVU FILL IN 9" LAYERS, WATER ANDE V / TAMP TO REMOVE AIR POCK[_TS PLANTING DETAIL J NOTES: Viburnum p. L'spring bouquet 1. PLANTING BACKFILL: PROJECT NO.: 1002 50% EXISTING SOIL, 50% 1/4 MINUS FILE NAME: 1002LSB COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. DRAWN BY: KLO 3. IF B&B AND BURLAP IS Cupressocyparis leylandii ti' HT. Min. DECIDUOUS TREE GREEN IN COLOR. REMOVE Leyland Cypress Well Formed INTERLOCKING PLASTIC TREE TIES COMPLETELY BEFORE INSTALLING vi z Q OR AGENCY APPROVED EQUAL PLANT EE (2) 2X2 OR 2" DIA. WOOD <: z 0 `t STAKES DRIVEN iNTO a: SUBGRADE OR Slh. METHOD . m FORM SAUCE-? WITH (co o W LANDSCAPE CONTINUOUS RIM ENSURE PROPER SUBBASE 3" MULCH Sunmark Shadow Seed Mix: W TOPSOIL OR AMENDED EXISTS, CLEAR ALL 20%Amazing Perennial Ryegrass PLAN BASE, REFER TO LS CONCRETE AND OTHER '''IIII IIIII IIIII (l"I"" """""IIII IIIIIIIIIIIIIII''' FOR DEPTH DEBRIS FROM PLANTER PRIOR TO BACKFILLING- 1175T E"'' � DRAWING NO.: �jNOTE j — 1" YEN B&B: REMOVE AND PLANTING=I — Sumark Seeds 1-888-2147333 JAN 19 201 _ C�2 I -f L WIRE AND ROLL I I_—LI 1 Recycled plastic &' Picnic Table „ I BURLAP OFF OF TOP LO Of" ROOTBALL V w w I L I I I S(ARIFY SIDES OF -III -I -I P!" BACKFILL WITH SC IL MIXTURE INOICSTED IN THE NOT2 X BALL DIA. LAYERS. WATER AND TAMP TO REMOVE A/1? POCKETS DECIDUOUS TREE PLANTING & STAKING DETAIL GENERAL LANDSCAPE NOTES�.�..� _771 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (800) 424-5555 a min. of 48 hours prior to any 3f digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project .� related requirements. v ■ 2. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the a a f design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related W 0 p incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by n. W ■ the general contractor or owner. 0 n. > ■ o. 1- W ui 3. ' Contractor to verify all sub grades are set below required amendments to insure the finished grade will match w o: what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to a W Z ■ l drain to the designed drainage system with positive drainage away from all structures. ku ■' Z l 4. Grade Preparation: ate. All planting areas shall be cleaned of all construction and native debris rocks 1"and larger, and an other P 9 9 Y objects considered harmful to plant life. The debris shall be hauled off site. All planting bed areas shall have / ■ the soil rototilled to a depth of 6 inches prior to topsoil installation. ADOLPH G A R B A 0 f Lawn Areas to receive a min. 4" layer of sandy loam topsoil (3 -way mix or equivalent) free of weeds, sticks, ' ■ X �I rocks, and other debris. 1823059120 / I' Planting Bed Areas to receive a min. 6" layer of sandy loam topsoil (3 -way mix or equivalent) free of ■ 9 weeds, sticks, rocks, and other debris. �•-•-- •- �.-. Tree and Shrub Planting: Shall occur per the details. `t ■ 5. Mulching: All tree pits to receive a minimum of 3 depth of medium grind hem/fir type bark mulch. All ■ t lu planting areas with groundcover shall receive a min. of 3" depth of organic compost mulch. Top of all Mulching shall be %" below - flush to the top of all paving surfaces. Provide for a min. 6" clearance of all mulches and lawns that are immediately adjacent to any building faces measured from the bottom of siding■ to the top of landscape surface. W I I I I C! Cil t gob en �C Q ► ■ carol bogey tI 6. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve h/ i the layout. Any field modificationsshall be done by the landscape architect prior to planting. '1823059012 z w I x ■� x I N t y. Contractor shall immediately notify the general contractor of any poor drainage condition in landscape areas. L ` X0 WW Z, No standing water shall be permitted in any landscape areas -either on the surface or below the topsoil.LJ `L ca ' 8. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition: i i I o 6. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted - — \ r \� throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar f �' •. �� -�� .I`; with scope of project. o t Oo o r p 10. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. r I0°° 11. When planting 'Balled and Budapped' product, gently place root ball in prepared hole with burlap still on the root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball. If burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball. r L i/ p0oo ) 0000 1 Li,1 C L _ / - �. 'ti 000000+ 12. Plant material selected is drought tolerant or native species. The owner shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drou ht.The project proponent shall ensure that a minimum of one (1) Inch of water Is supplied each week to the planting areas between May 1 and October 15 for a least the first two years following initial planting. The calculated ) op po amount of required water shall include both natural rainfall and temporary irrigation. 16" N 00 000 ' f o0 000 a 000 Z 000000 C0; ° ! f o° ��t} /. ` #4. poo - O_ fY ■000 O O. ' ' :S; , 00 0p�00 A p 0OKOp ((R 0000 0.-00.0.0. / A i O�0o0gr go 0.0go 00p a "' oo O 590 O 00000 0 1 p WILL Y O 7 P ' Go i o / N0+ o0 �p 0 p Z ` oD O �O OO 0 O C / r-1 p0Og0000 0 0oogog Ooc ;rw..r�... <, 00000°Oo°o°0 o ooc I 17 00000 0co 000 000OOc o000000000000000Op000000000 0-0000 0 po°,,0O0O0OoogO0000O0oO CCc 0ppO°00000p0000OO 0000 0 0000000000OOL. p. 000 0O0000000 000000 0 0 00000 0 00C0 O 0 ^ .... �' p00 000�.G0 00000000 KROSWALD �,�'� 0.50' S. PROPERTIES LLC 1823059074 PRELIMINARY LANDSCAPE PLAN " SCALE: I"=20' -O' - EXISTING TREES TO BE RETAINED (3) SCREEN PARKING LOT FROM STREET tl ► -�I f ki m LANDSCAPE LEGEND TREES SYMBOL CITY DESCRIPTION SIZE 1 Acer rubrum'October Glory 2"Cal. October Glory Maple well branching Nature BYDesign Landscape Architecture '14W 253.460.6067 1320 Alameda Avenue, Flmest, WA 98466 www.naturebydesigninc.com REVISIONS B. REVISED SITE PIAN WASHINGTONSTATE OF REGISTERED a.l l Viburnum p. L'spring bouquet 2 gal. Min. PROJECT NO.: 1002 r� a MalusMalustransltoda'Schmidtcutleeaf 2 CAL Golden Raindrops Crabapple Well Branching FILE NAME: 1002LSB X -REFS: PETRA DRAWN BY: KLO Cupressocyparis leylandii ti' HT. Min. CHECKED BY: KLO Arctostophyllus uva ursi 1 Gal. Pot Leyland Cypress Well Formed PLOT SCALE: 1:1 Q DRAINING SCALES: 1:20 n @2 OC PRELIMINARY 0 W LANDSCAPE Sunmark Shadow Seed Mix: W 20%Amazing Perennial Ryegrass PLAN 20% Nobility Perennial Ryegrass Z ►�� 20% Longfellow 11 Chewings Fescue 20°1 Gibralter Creeping Red Fescue E"'' � DRAWING NO.: P4 w W Sumark Seeds 1-888-2147333 JAN 19 201 C�2 1 Recycled plastic &' Picnic Table „ LO V w Ce a0 REVISIONS B. REVISED SITE PIAN WASHINGTONSTATE OF REGISTERED a.l l + Viburnum p. L'spring bouquet 2 gal. Min. PROJECT NO.: 1002 r� a MalusMalustransltoda'Schmidtcutleeaf 2 CAL Golden Raindrops Crabapple Well Branching FILE NAME: 1002LSB X -REFS: PETRA DRAWN BY: KLO Cupressocyparis leylandii ti' HT. Min. CHECKED BY: KLO Arctostophyllus uva ursi 1 Gal. Pot Leyland Cypress Well Formed PLOT SCALE: 1:1 0 DRAINING SCALES: 1:20 n @2 OC + Viburnum p. L'spring bouquet 2 gal. Min. S1 Spring Bouquet Doublefile DRAWING CONTENTS O o Arctostophyllus uva ursi 1 Gal. Pot 0 n @2 OC PRELIMINARY 0 LANDSCAPE Sunmark Shadow Seed Mix: 20%Amazing Perennial Ryegrass PLAN 20% Nobility Perennial Ryegrass -pity of Rento 20% Longfellow 11 Chewings Fescue 20°1 Gibralter Creeping Red Fescue Planning Divisior DRAWING NO.: 20% Stonehendge Hard Fescue Sumark Seeds 1-888-2147333 JAN 19 201 IF li 1 Recycled plastic &' Picnic Table „ 1 OF 1 TRENCH RESTORATION • TRENCHALL RESTORATION •- • SHALL PER THE CURRENT OVERLAY DETAIL R-0.8 UNDER RECORDING NO. ISMIM10 R.O.S.R.O.8 UNDER RECORDING NO. 9801219010 R.O.S. UNDER RECORDING NO. WWI 19008 R.O.S. UNDER RECORDING NO. 9006139010 1ER RECORDING NO. OD072MIO A.L.TA SURVEY BY GEOMETRIX SURVEYING, INC. DATED 13 FOR GREG • - - WA. STATE HWY PLANS • FOR TAX PARCEL MAPS OF ti 1. ELEVATION DATUM CITY OF • 1 9' KING 00. 1 MARKER30 BRASSIE IN THE SIDEWALK ON THE NORTH SIDE OF AJRPOff WAY AND W WEST OF CHECKERED RUNWAY ELEVATIONf I yMETERS) ELEVATIONTOP OF SOLT ON FIRE HYDRANT ELEVATIONTOP OF BOLT ON FIRE HYDRANT RAILROAD SPIKEPOLE ELEVATION1: - SPECIFICATIONFILL [014614': -• -•r t STATE, OR LOCALORDINANCE,CODE.REGULATION, ORDER,OR STANDARD TRENCH NOTE: •' �1 0 1 h• •'- � • • _ 441 ZIA-ice! " 3 w c • / r ♦ �+ • �• • • �' " y c 1• c t` • *' Z Ir r c • - • : ❑-"t-" • • • o • - • - • • -, t c • r♦ - • ♦, h CALL 48 HRS BEFORE 1-800-424-555; �rrrrrrrrrrr �nrr-rr-rrrr rr-rrrrrrrrrr -rrrrrrrrrr nrrrrrrrnrr rrrrrrrrrrnrrr -rrrrnrrnrrrr rrrrrr rrrrrn rrrrrrrrrrrn rrrrrrrrrrrn rrrrr rrrrrrrrr -- rrrrr rrrrrn rrrrrrrrrrrn rrrrrrrrrrn rrr rrrrrrn rrr -rr rrrrr rrrrr -rrrrrrrrrrrn -rrrrrrrrrrn -rrr rrrrrrrrr -rr rrrrrrrrr 'rrrnrrrrrrrr rrrrrrrrrrr-rrrr rnrnr _FF n-rrrrrrrrrrrrrr rI.-rrrrrrrrrrn ,-rrrrrrn rrrrr . - rr rrrrr rrrrrrn -rrr rr r-r-rrrrn -Frrrrrrrrrrr z rrrrrrrrrrr I-rr rrrrrrrrr rrrnrrrrrrr 00 �-n-rrrrrrrrrr� rnnnnnr rrrrrrrrrrrn- (-.n -rrrrr �r -nn�r� r Fnn:rCD -rrr-r-rr7F :z r -'rrrrrrrrrr rrrrrrn rrrrr : rr - rrrr ; rr `s rrr: ^rr:.::: rrr fi; rr'::%•.-rrr rrr �:::;;rr -rrr -nn�. .rr :-rrr F rr ._.;. rr"'.-rrr -r-r r r r rrrFrrr-r -ter rrr r::;;;rrrrrrrr rr r - -. r-rr-r rr-rr rrrrr '-rrrrrn rrrrr u;:-rrrrrn rrrrr -rrrrrn -�nrrri-r-i--rrrrrrr -rr rrn-n-rrrrrr -n-rrrrrrrrrr r•rnrrrrrrrrrr rrrnrrrrrnr-r �rrrrrrrn-r-rrr -rrrrrrrrrr rrrrrrr(-r-rrr rr rrrrn-rrrr rrrrrrrr-rnr -rrrrrrrrr- rrrrr _. rr rrrrrrrrrrrn -rrrrrrrrr rrrn rr-rrr-rrr r rrrrrr _rrrrrrrrrrrrrr -rrrnrrrrrrrr rrrrrrn rrr-r" rrrrrn rrr rrrrr -rrrrrrrrrr-rrr rr rrrrrrrrrr rrrn -n--rrrrrrrrrrrr rr-rnrrrrrrrrr rrrnrrrrrrrr rr rrrrrn rrr-rrrrr nrrrrrrrrrr n-rrrn rrr rrrnrrrrrrrr rrrrrrrrrr F' rrrrr -rrr F b O=rrr F_ N N N -"j Q v Qy) n �no rs ff LEAD W/' DIMPLE , 3/28/06 SHEETINDEX SHEET 1 COVER SHEET CIA SURVEY CON71ROL SHEET C1.2 DEMOLMON SHEET C2.0 TAr SHEETC11 TE.S.C. NOTES & DETAILS ,SHEEThK 1 GRADING & STORMDRAINAGE PLAN PROFILE SHEET C3.1 GRADING & 87ORM DRAINAGE NOTES & DETAILS SHEET •&2 GRADING & STORMDRAINAGE SHEETC&3 GRADING & STORM DRAINAGE NOTES & DETAILS SHEET C&4 GRADING & STORM DRAINAGE NOTES & MAILS EET J WATER PLAN C4.1 PROFILESHEET SEWER PLAN & C4.2 NOTESSHEET UTIUTY DETAILS C4.3 NOTESSHEET UTIUTY DETAILS s. NOTES SHEET C4.5 DRY UTIUTIES • M t ]•. MITCH BRAMLMENGINEERING, OEM" Uws AUTOZONE STORE 26M N. PROCTOR STE. 205 DEVELOPMENT TAr DEPT.8320 ✓.1 7 2W752-7017 ti S. FRONTSTREETMEMPHIS, CA (COMMERCIAL ARTERIAL) TN 1w BURVEY101h Q SURVEYINGPRIZM LOT DEPTH: PO BOX 1107W MAX LOT COVERAGE TACOMA. WA 96411 FOR BUILDINGS: a 5 t . It 'L BLDG.MAX ,°11•: 253404-0084 A POR 7TON n P TRE NW I M OF SECO 18, TWTO "'N, RGE. 5 Eq W*Mop CITY 0-FRENTON, KEVG UINOWNTY, WAShTVGTON VAY CUP TO REMAIN., EXISTING 30' CURIES CUT TO -B REMOVED AND REPLACED WITH NEW SIDEWALKRAINIER AVE '� SOUTH (pUBLic, ROAD) TPN ^ 99 r-. ➢9 iv. uV 1 MY III\L II IVI\r11V1 ELEV.= 47.22 S 2'20'44" by ')/'�.yu D II II II I� EXISTWICONTOUR PARCEL Op. OEM" Uws ■TEIB4MRISER 175 RAINIER AVENUE SOUTH •FIRE .;,.- HYDRANT Ir r WATERVALVE iUTLITYPOLE CA (COMMERCIAL ARTERIAL) MIN. LOT SIZE: ANCHORWIRE Q 3-1 : cSANITARY SEWER1 LOT DEPTH: PRWOSEDSANffARYSEWERMAIftXE MAX LOT COVERAGE FOR BUILDINGS: PPAPOSED STORM DRAIN MANHOLE BLDG.MAX EX. r CATCH TETBACKS: J'/ani CATCH BASIN X_ FLTM FABRIC -- t s. LIM)SWROUNDSANITARYSEWERUNE S1 LINDERGROUND" 1' DRAIM LW -SIDE LINI)EPAR0UNDWATERUM MN S 2'20'44" by ')/'�.yu D II II II I� 1114 01M 111 �k� , 0 SIGNATURE DATE NF -T .1 INC 1 }PIPE GUARD DETAIL 1 DETAILS Q SERVICE r••R P E • CONCRETE LItPOLE BASE 100 EDCTIRUDED CURBINGh>: • 0 DETAILw Q• PAVING .7 r � LIGHT DUTY CONCRETE PAVING - SEE OET.AIL <k� HEAVY DUTY NG - SEE DETAIL DETAILS 3 4 EXPANSIONh: ANDCONTIROLJfINTS, MAX SPACING FOR h• • • OMQ EACH WAY)V LONG WHEEL STOP TO SEE DET."IJL4 FREEZELESS YARD HYDRANT (HOSE BIBB) SEE DETAIL ON r WIDE - / 4"M.C.-SiAITE PARKING 4' WIDE DIAGONAL STRIPES PAINTED WHITE ,; O.C. SEE DETAIL HANDICAPHANDICAP PARKING SIGN -SEE DEIAL -SEE DETAILS aCs. K (� CONCRETE SIDEWALKS - SEE DETAILS S ^^��-�� ♦ - 1 t t �• � i PROVIDED r PARCEL. RAINIER JA Aw r PARCEL Op. I SIT1EADDR1ESS:- 175 RAINIER AVENUE SOUTH RENTON, Ir r 1 .76 AC ZONING: CA (COMMERCIAL ARTERIAL) MIN. LOT SIZE: 5,000.00 SF LOT WIDTH:• SOUTHEAST' QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M., LOT DEPTH: O C) MAX LOT COVERAGE FOR BUILDINGS: OF •LJOT AREA BLDG.MAX ,1` TETBACKS: +IKWYARD, _ • _ r TO CP 11Y (SETBACK MAYBE for* 271, 4 =111ji THROUGH c c AT THE POINT OF - r DEVELOPMENT REVIEW) -SIDE 1'(SETBACKREDUCIED TO 1 THROUGH 11 44 toll us k 0 DEVELOPMENT REVIEW) Rf; YEXCEPT 1V IF LOT RESIDENTIALZONE 1114 01M 111 �k� , 0 SIGNATURE DATE NF -T .1 INC 1 }PIPE GUARD DETAIL 1 DETAILS Q SERVICE r••R P E • CONCRETE LItPOLE BASE 100 EDCTIRUDED CURBINGh>: • 0 DETAILw Q• PAVING .7 r � LIGHT DUTY CONCRETE PAVING - SEE OET.AIL <k� HEAVY DUTY NG - SEE DETAIL DETAILS 3 4 EXPANSIONh: ANDCONTIROLJfINTS, MAX SPACING FOR h• • • OMQ EACH WAY)V LONG WHEEL STOP TO SEE DET."IJL4 FREEZELESS YARD HYDRANT (HOSE BIBB) SEE DETAIL ON r WIDE - / 4"M.C.-SiAITE PARKING 4' WIDE DIAGONAL STRIPES PAINTED WHITE ,; O.C. SEE DETAIL HANDICAPHANDICAP PARKING SIGN -SEE DEIAL -SEE DETAILS aCs. K (� CONCRETE SIDEWALKS - SEE DETAILS S ^^��-�� ♦ - 1 t t �• � i PROVIDED r PARCEL. RAINIER JA • - r r - _ • ♦ _ • r M• r C r a • Mi _• r r IL Lt ♦• 1 h•1 V•• r i -�R • i 3- 1 C h• Ih • 1 h• - r ' r' 1 �'� / c h• V) Q n 04 a V� C) PARCEL •182305-0122 r W Ir r THAT PORTION OF GOVERNMENTOF SOUTHEAST' QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M., O C) - - • ! ♦ h•ti • • r.; ♦Lila1 •� �. for* 271, 4 =111ji c c AT THE POINT OF - r 11 44 toll us k 0 CNIA =11. p Yr __r' • • • Kai +�=1 kI Lo"- r • - r r - _ • ♦ _ • r M• r C r a • Mi _• r r IL Lt ♦• 1 h•1 V•• r i -�R • i 3- 1 C h• Ih • 1 h• - r ' r' 1 �'� / c h• V) Q n 04 a V� C) PARCEL •182305-0122 r W THAT PORTION OF GOVERNMENTOF SOUTHEAST' QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M., O C) DESCRIBED AS FOLLOWS - c c AT THE POINT OF - r ♦ • ' Ir ,1 1 Ir � � h •' W51"I In WEST, 2.97 FEET TO THE WESTERLY MARGINOF STATE HIGHWAY � ♦ - THENCE CONTINUING NORTH W51'1 I a WEST PARAUEL TO SAID PIPE UNE RIGHT-OF-WAY, DISTANCE OF 1► THE POINTTRUE OF BEGINNING •HEREIN DESCRIBED; THENCE NORTH OVW41r EAST 50.32 FEET; THENCE • -f FEET TO THE EAST MARGIN OF SOUTH, • -,RMUNN ROAD; THENCE •M 1(rW4W WEST, 50M FEET. THENCESOUTH W51-1 In EAST, 1 FEET TO THE TRUEOF BEGINNING; SITUATE IN THE CITY OF RENTON. COUNTY OF KING, STATE OF WASHINOTTV. I W 1 O C) a 0� C . - - C) � 0 - :�E 0- �2 , .' �s 6� �_ �D 0 N I—, �0_ I— I - - 0) 3: 7 N 0 - _ > .- C) �'i I,- 0 1 U) 0 I—, C3 _�' co CL I 'I- .0 < (-) 1-1 C 2 c (1) Q-1 i (1) � '2 Lf) G) c 0 N -2 0 < rl-) rl- 0 1 m 0 1-1 V) -0 0 _'). 0) 0 0 " �_ 'I-, ff) -2 Lj_ " -0 0 D � " 0 � SHEETINDEX I � . SHEET C1.0 COVER SHEET SHEET C2.0 GRADING & STORM DRAINAGE PLAN , SHEET C3.0 UTILITY PLAN ____________j . SURVEY REFERENCES I R.O.S UNDER RECORDING-- NO. 8202189010 R.O.8 UNDER RECORDING- NO. 9807219010 R.O.S. UNDER RECORDING NO. 8909119006 R.O.S. UNDER RECORDING NO. 9905139010 R.O.S. UNDER RECORDING NO. 8007299010 A.L.T.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12/11/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY. # 6 TAX PARCEL MAPS OF SEC. 18-23-05 1 _____j VERTICAL DATUM CITY OF RENTON DATUM (NAVD 1988) BENCHMARK NO. 280: TOP COB BRAS$ CAP EAST END OF CONC. CURB.@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION = 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP @ FRONT DOOR RES. #6587 ELEVATION = 773.63 1 � I � i FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, � OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, � TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. i I OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, 1 ORDER, OR STANDARD. � � I � I TRENCH NOTE: � i � IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION � FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH , SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 149.17 RCW. _ i UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. I -_ I TOPOGRAPHIC NOTE: I THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN � INCORPORATED INTO THESE DRAWINGS AS A RESULT. 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I THAT PORTION OF THE SOUTHEAST QUARTER OF THE I I L" " PRELIMINARY NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, CITY OFRENTON KING COUNTY WASHINGTON SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, � � NOT FOR WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, I ONSTRUCTIO DESCRIBED AS FOLLOWS: � � I BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89*03'07" EAST ALONG THE EAST -WEST CENTERLINE OF SAID i -'� ; I - - - _ - — -- — -- — 1 "2�- SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION ! ___-�!.-','� !'_'-.�_�� 1�j r.'' t' 11 1.11 i '_�_ _�� " I t I i r-!-- I -F - I � -i '', - o E CT . Er_' , ,z- rf- , 0_ � f-� �1�' -11 ct) I " -j . I WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO ;" --- . 1-r'! :'_ -a'9�.lg;!'--:!+_'-. /__' - . �' �;[ i., & / - '�p.".0 2, _Fr� ,I , �'_ cr) PROPOSED PROPERTY CA -, I . Y ""�'ll , ') i- �? t , -, '; I i (71 "", x u .0 I 1': f-' � � i '� CD KNOWN AS 91ST AVENUE SOUTH); THENCE ALONG SAID I _"'115- , - '. z 1 '_ > 1, ' 0 ' '11, F" �:' , " "'� , �.' _.�Ll �_") I ":' bl�'11'- � ",__�_'t'-'. _j:p_!_!' 0 1 - :;, H rc r't, -!__ 0 LINE (TYP.) i _ � l;_l_F;'! I I � - E- . -1-1-1-ill � t- ,_ "�lj - I _ /;, D f- jt�, . , > EASTERLY MARGIN NORTH 11 005'23" EAST A DISTANCE OF - - , -'_EF_ T-__ I \ a I Z, , �' I �-lrr ll� . - I C� cp I -, i I- / , IELD � _11-, Ffl _�_'� F � I � I L . - % -.1 I I . . . T ,' �� ' _q I TO P, (),a 'I _ _�F. - _;_l:' F�' I R- '-ZI z -- - , 1 - ,;_�.� � f , �' - ! : '_F�. r '2! (-,A I i / -, �' " _f__._F-__r_ I . � , ' � r- r- if- 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY _4 " ? i : � � - -r i-;-, ; , I - _ CA NJ z _l/ I . � , , 11 _f, , f�_ FF-: 1�' - x , " /, i ., , __ "I i /-, __1 ""�'4':" -1 111'��f_! �� 1� I , 'y �; I EXISTING 0 EXISTING PROPERTY : * C) � ' � f�'- " - i i�' _ -_ j I L C I- I MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; ___ r � t � Ll/'--- - _' �__' = —' 'c' 'Y�� "!'�� ! "_ -, -1 I- -*� 1 O-) C--,, /) z z . i p__ � f, - - -11 -_ ;z- f \ --, (D LINE (TYP.) CL I I �. i 1, (� - '_ \ - _�_ - - \ '_ 15, �"��._ - - , I \ , ROCKERYWALL - i m THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH _' ' 0-� ;u I , � 7 P6' 1�, I IQ I '�- _p b�- _� I! I I C _0 :;! � >-.o �' � I I 1 005'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A 6� :i� __� \ \-, - _�' - __ 100-54' ' I � oo--_ ___� ' �� Gj t,3 ; I -, (1) Q) i - �_'. � - � ___ _ ! I CA // 1'1� No Fri .-*"---*' - P'3 cn I T _4 LINE 406 FEET NORTH OF AND PARALLEL WITH THE U) ___x _. � \ N ��_ _� 2� ��ll i a . � M''-,-?, _' 06 *1 7'48 " �.o c� __�' I -4 \ , - " E '-, cot4c - ��--_'. - \ -'� -v ;3" - �* 1 Go LLJ : __ .�--51' \ - � = I , I m 44 NORTHERLY MARGIN OF SAID PIPE LINE RIGHT -O '-WAY; c� - 1� 8'(ReV) , . 'Urr?e, -f— i � .. I I 1 7� - - __ - � \ >_ ' - '�yj cr) , I I I -- - A- �w -," .. ..... W04*40AX,l \ I'll 56-52' 55, S-- '�' :* :* -REVISED PARCEL LAY, I - ' � 0- THENCE SOUTH 89033'37" EAST A DISTANCE OF 133.97 FEET TO I -i: _- - I - � ...... -\ ,-,) a 1 -') � D --- -_ "w'- -,--- A_r�' ��30' -�-�--_'.� -77. -___ - - � _" = _:_� . 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S.) 0 , - _�' .- '__'l _l__' I PARCEL'B': A.P.N. 182305 � F 2'p"��'-�' L';�'fz�fl 1 tAXP �' 1 , -5 M ,�iXT"'v ii - I I " - - �' 11 I 4 �'.�.� � - a' "I '� . i - '."� � �' " - - '�, �'� ____ '� - , I "I. IrA """�� ", _� : � l_-_l--�i_'l__l"'l-"" � V, m �- �wm-t '0')'li�__�' _WT I' fu --V'� � I I " I 1'19'$��u 1�1_11��n _""L� - 11 L'111,�'_,,��p�txk��'__ �t " :� - ___ - - 0 - � - - - 0, " p , "'� " _21- \�' - I ,:� "r -1" ,,, , , - . r�� zt,� _'�� rlr,lllll _111-11111- I'll- , . �_�_ - THAT PORTION OF THE SOUTHEAST QUARTER OF THE 9) ,"��, ",_ � - � -_ "' ", �- r 4 � .Y 11.1 11'�"' ff� -'��"_�_�- �� 5 - " - ' � -4 % � 'r, - -"'�r',x"�,"��__ 1. " 10441 51_'V� " � �;' �" �' `- __ . __ � '_�".'�',�," �� ... -l."lll , -1"�- '�� '�-'�""'�� -'�-.- - . � , ��'�im�"�' , �F"�im�"Y' , � "�ia , �F"�im " ' "', ��' �F"�ia"N" m ml�ll "A". �', � iRe_l _� - - ' P". �_- : \_ , , _"' �2'��'g"� ",. "&� I 11 r - __l " .r. .'�� ll'a_'�`111� �ll""Il'I'll"-,"-��'I'l�'ll' � . - � _�6 . - _�' , , ;� j", 't� I ". I-) - ,j --- . ' ��n�'- ) _�_'.).' ':"';��"� __ " f -, - -, ,4 ��4 _/ . ", ., � � , I �Q I __ __ _ NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN , z �' '_ T"�'-�,",."' ' ` 37399 � - , " 76"'Q - ", - D".�M.'�!Z -) ' ��%X� r � — ____ '\� - -) _,, _` ", '-"- """- .- '' - " "' " , ' T-7 , 11 ," I ";r". -"- �"-' - . -11 "..' 1, .v ,a �11 r---- ) - _� '� - u', !,'�,"".'� 2-11',"'i �' 'Ill"." � V . SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN " _� � . , . , "W?."111 'I'll 'bl;5-'4"t �-*_lg'�'i��_-"�""' � lzx� - I �' "', : '4 . ';��'!..r __ ,� � , . , - 'c , I � - - _� � ", '' - - - � ._ �, I - _k"�� '�' - - �� , ', 1. - 'o 11 " , C-0 :-- � -,Q "j) .� I .1-1-111. �'�-�'47 �i�_'1:7?'ql'��fl�-',Z�" M .172 ;"A�(--_'-�' Q__ , '' �� Ea ��t .. '. - - � . ----. 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BLOCK v/ . o. �-; '_ - 1, � I 0 15, � ,�'�,�1-11�'I'l�,.;",","-'�-""��*,*-"�""--�)"�,�,c",z-""","' \ _ _1 11 11 ", , 11 , - - " �___ , ALL ; � � � ''.. I i H=r � "- _ � r �-�*-Ii.-�-,��-11".-Iia"-i,.��-�-i: , ! I _ - cc� 0�i r- 1'r-:�--' �',_' , �� 11 � __ AD 941-8" // 5 �///' I..! - . � - ".,- ��'-'��"""_�M ,_ I ! 54 - 1. WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD I � � .�' - '� "" �' __ - / , "' .16, '. , �� :I, _. I . - i I, "", � � � ' �' �,)"z"�,�,,�,�"",-"",!",c"�"", � -.,- - --,;- "'--"--"-"-' �� ''-'-""'-'-" -- �. "i , , "-",�'- '- ,�- � �" � , , _'_� R' R'�� ,"�i -" 6 -� -'P �- i, * _Q -11 ':;� *__Ll I ;��111�".�'_.___' "'_'_ , " L : _ -, - , , � ` " ", _�'- ", ,. 1-1 ,'.,';c-'3 '' I ,i:"r, - r- - " , , _-. '�`11'�_-,'_ I'll, 7� . � � �� !'_r_�- � �_ '_ , " '. � - ""��' F '' mll -'IF il"F��' �11 ` �' . 11, � "''.. . . ,,�,-.�,,,�"i'L,��,��,,�",��-�,,�,-,,,��-�,-,,�.,--�� 'FIF I'll - CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH r// ' �' - """� V�-"!--' ' �" " I L . I,, ; f __</ ,,,�,,,�,,,,�-,,--.�,,,,,;,,"-,;"� x--" //I .. I '� Pl-, /' C-> �: (' I �Z��ll 811"��'�';�,:' , WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE " _ -,-,-- x- ,t�'.�'�,>. �, '_'�-! _- "_,_'t'._'&'0�,' 1�1 � Q�D' �' ,", _t"�O-.'!-' "�,'�,�,�,,��""",",��--,,',� _' �,�� L' ,'r ", _� - 5-1 �S�l t ,,,,,, - �R _ __ ' "?, � " � -11-1 '�: , " " ",_�' " -,- -'� """"i'-� �' �""" _� -,"-, -, .� '. -11", I �!�_�'f" -, -"' __ _" �'- i'. '_ ."'�'r" --;",'--""',' Z_ -1 - DICAP PARKIW-j -- I _3�h i �� ",z -, _ _ , -` - _ 7 -) - -, .7 "'_"�"z"-r',""*'_'_-." �_, ,""'-_-""".��,_ _ -, , '' . _� � � '. � 7D I I I -A. � __ , � 2- '____� _.�_� '_. 1 7:� �_-' �_ � "'� ,"N' ", '�, "111�1,11'1'._ .�' � , . '' u _'��"" ��'. �� , '..::' 4 . � ,',`�'_.� .1 �_/�_' '_ ?'7F.r. � i %Z - "" ", . . '_ , - - , - I . ��'�' "'-O-,�';�� " �� __'_fl_'__ t * . . -, � - "_ 02-18'49- EAST, 200.02 FEET; THENCE NORTH 89*51'1 I" WEST ` �'o -��"' ,"""v -, -, , , ' � - . ;", � ..' 7�0' LS . __ ,.-.,e J'� �, � � � �� , - �", .' _'' - , " 111",_ "';;; __ ., - I... �1',' -�,�",' llll.i �t�� `;',�-,"'. , 1. \-.//\ _� �� - , _2T',�__'-'-"-�-- -il Z. - bb I - ''�"_-","��'"" I I " " " �' I . �'_/'�'> - 111-1 11�11'.',"."�5' " . _ __ .' -11 , f r .----- � m :_�_ � :X �'��' - ,�'��lf I - �1-11 11'4,'�""��-_" , =r_�-F, '_��_�!'�� ", , '? �" _.,,�' ' - - I _% , �7'1"' � � � . i i " �.4�1 " , -� -- ' � i5,_-E,.-�� - P52 , " "�" / � 'D '�Q \' . �' I " - _,W' ,� _x\' 1-0, , (p _ , - _. -�. __ "".RV�"i"�'_&1'1111' � �� ',, I -F!'_'�.� �', - C_'l �-,-��,,,,��-,-�,,,',(�,-,,,,,-,8�---� - I 1:' '. _/ . / w - - _� I '�- � _< -, ' " ' 11" - l -"',-H i H .... � ii'll ip PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A a) : __ . '�' ,I I I - _�5_ z� - " . � F.`r'7'_�_r_1_l'Fl._ 11 1H.1 .: "I .. � I I \ \.-'- -- - '!�"' '�"'_',�'_,�"' \ / ,., . zz 9 '�"'�",---'.-'.""'--'- " '_vl%"� I I "po . . 1� .. I - I -L .0 � . I " ;_ `�` - -1 10 I. ":::::::: I . cl� FINISHED FLOPk= 46.50 11.0- ��lll 1,1�,_ _"'_'l_��_'_'ll"___"';l '11� I 0') POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE I 9- .. I , ' �' . , I �' � - �� " ��_ - 1,,' -1 ", � ",�!' m ��- "" c� QJ '"', -,-- _, , --- ---- ,�, - 11 .. - - *: "" _,l"_lNl ,"', 7 , ' I - t., , , z '1'1'11"�� -, �,-'�,"J- '.,,"�,',_-";'��z i'll ' I � N BEING A 5680-00 Q _ ll� I I _�� ,, , , , 1� - , " ' - / � - �- (-'s Q0 , , '_�� _ I ", -� I I I'll, I � ;�� ;. �. "_" �,"" _";-'-'.'-'-";',-"� � , � " I 11 ,� 1'1�' .�. '-� �D "'��" , SOUTH (STATE HIGHWAY NO. 5), SAID MARGI , , �� 1: Ij I ""f-- I I'll- '�_ IP -m : . -11, 7�r) I ��"',-'-'i " ` , f . - . A � � . p �' ( ly/ m / i� , co ..%, -i , � '�" ".-... 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'_ � , . 4 . � I . t : , , I f _�!.,- F,-:f�.� fll"' -� � rl' - , , �: 48 .� " -1 ;Z;�' P �"�Al"';W.�'__;"_' _ '� N -i F-Fi-F., EAST, 50.32 FEET; THENCE NORTH 89*51'1 1"WEST 13.88 FEET i , _,4_'_" ""_'�' Fi f'r'l_r't7'-'-rTrf e I i, i;; � I ;;. i! � Ff I- - F (f '�� ! ,'��,li!ib , - �111 '_�_f_f_�_F_Fr_i_��r_�_'_ -r;-Fc.-f-'f-' _ .9 . - - _ I -F F-F;-Fri-FFFF-i'-��' � I m - "q - "� , � � , ,4�' - M 1�- ['3r-�-j -f-- -�-'t-;--;-'�'[-� , , - T' - - i z -r,:;- m - �' ) "� - � , i , I .1 . . I 1. I . � I . - - — - f , I __ '_ Z71 c' 1 1 1 1 ; � � 1 . I c � ; , . 1 '.' �"";�i uo 0 - -11 ,. _� , , -, -�--��,--,-��l,,--�:�F-1�,F-","-,: _n - 11 I . � "_ L_ ' ' "' -, z . . . - , " � ' I �" � , , , -, '..'' i - A�' � �_'� _i_;_lF;___r-'-. -r:- f -;-t � - - � -0 - I -- - -,-- �-j"'I'lo- " _ TO A POINT 128.40 FEET EASTERLY (AS MEASURED ALONG A ' - "I ""! -"",L - -, FFE= 4 7.55 - .Z . 'L""',�',,"�sg_ ig�'-""'�E"jt"�-""' _l__'lf`l"' _'z_ll .11, � . 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I :�' i"" � 'A�� -111 - . l5v� 1 , , ,-- ", � �."'�""�� 1 -17 -1 -F -f-1-7; � � Fr"I - t, r i -'-r- T-'-i-T, � ti f -I '_�!. i! �! i I LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE �4 - ` - "___ '� �_r_f_.�_'l.f_f_'_.'- ... ... � �-.rri- (/) C) !� I -"-) I -1 11 I y , '_' . , 1-1 . � -.-r"-_' -, - , . F� �,�,�-�-i-"��-!,-�-�-�-Eom!";Fr-�-L-:* F, .... � , """, -- �"'--' -, " ",-", _ ,::. 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I * I . ; I � �_ � � . �_�' - ;:_i " �' . -�' _",',�' i-', " . � . . - - '�_ f - 1-1 -1 r_ 11-717-f- 7 i . 11 "< I ,' - - � � - i . t �-I�: �4 : 'o � '_' t 11 �7 - .. . -i-F�.7 _r__r_f_ ""' - ------ _ ' �' i co � 11 , - �� " �_"? it. (n � f"- 7-1 -z — 7�0 ' i -.4 r�:�7 , , , , `� ... , �_ ." I 1'111�' 7 __ : I I �? , _ .l. , *r-ri, .. -, � COUNTY SURVEY NO 197 1/2, JANUARY, 1909; THENCE NORTH Ntwaw m , , , "T r'-'_- �_� ... ...... ", _. _�'T_''T F. -I -.-+: I-.- OR ELEV. --_,O:�" -,-; `��'--!111�fl ��: ��_ '--ln �" .11 fl;.''_;_[_f_r"_ 1. . , 11 '�" I- _H �1_0 �.: I _ _ _4__ - `' '"', � '. �.' rr r � i I z�r ':� ' _�' "�" I I . '� "" .. i �!'-F�7 -� f-r,r �c� - F�'Nf-'_, , � � T- f-' � I - . 1. .. 1� -�i-�',-,-�"!,r�-�"�7,-F.,'�-�- r: - _,_' il '_ - M,' -'�'� � m � i_' �:o , '' , ',"",.' -1-F, - I �.. I''.. ! 14'1' ' - . � - , . -M- . ..;. -111 .. I _4_.!_;.--.; . - , �' I .. . I i!�[_Tt�lj . - ..i � -""'�-�"� _: � ;� � _ ial _< J, '' , - . -- _. i, _;_'l_l_r. '1_i_t�l'_l _111"_- f- 1-i _ = _ , , i o I , . . I � K, ,_ �' . _. ' ' '_ ' I � > r- ;rj I v_' _.F -- i 0 I , I , " ""- �.""'�,"",�*',. - '.' �' , 1� ';' ' G)" E. PAMP 08-32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF � '� �-' , , _,",- ,_ -,- ,.- _'� �,, L4 � '__'__A'_' - �__' --X---,,----- _'.Z�� ' "' �_"_`� _ 1 / _ " � I I � - "Ll - __7_'�L�."'_'_.�'.,_ ,. t "-'�" ! �- -l'--f'--j- �'-' � r.- "f-�' � 'U'1�1 '. ,�i �; ", __ __ 1 -, : I - F-�-- . . ! t , 4 �F' -F'-��-�-F �r' FQ F'f 'Q- z-, --' , . - ; I -F, ' -_ -_ -_ - . - 1� if 11 11 ,-r . _"_;_� F -f -I f , ; , . z I I : ;; I ' , , � � 1� // ' i � �_`�"__ � I i . � ' , , Q", I ; _ - � I � � .1 // , I Ll � CD cn � I � � ' //// / ' — I z / - '�_ - — / _ !-;-""7;'! "I'l-', 15, "".__," " � ' ' ___ i-_ " t" ��'�� THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER "".-,��.-"""-"�-�',.-��-,,�i�-,,�"-"",,� �,,,��,',�,�,,��,,-�"",.",--; 9//� ,--"--- iEA 494, z '_ �_"�'_'*��; I ... / 0//2�" 7 �p �_' �// q' 11 ' ''� ' _� �- 02 I t i NU I - "-- ��' - I I - �� I 3 _� � � � I - rl'�' �"__:' �" I '�� 1 '4 - %§ ' I �� - " ' - �' � ' - IC I 'A I I I - '�'-.�.X - _\`1 - � __ _�_ - .. ) __ '. - - .. I I - "" '__ __� 7'-"�-"-_�7t�) n I ,,,- 11 v C. � , -, - I— �..;�� /V////// � l_.c't_-'. ""ll""r, I I ___ �� 11 rT " - �� -.. . _',�,""_lr� (�a 0� -ONNC. PA"N __ I "�' ' -- - �---' "-"-; . ; . . � 11 � — i 11 � I �� '_ 777- , __ �-� � '- : - ' --- � ------ - . 77'77,7' % RECORDING. NO, 6469251; THENCE SOUTH 890521 3" EAST ." " " . . f / _:' . . . � -, �-'�",,"�' I.x" _- '-' �' —.----- I "�N' ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID - ... 1: 4. .1 �._ - J to 'i. - , ' , . . _ _' . - - ` ' "N'� - : c, rp L_- �11_1 "I T " . 11 " �' " , ` ' _�_ � I . .. __ ---I"'--,-- 1`11��L'l _�`..��'_' "*'�'-'.�' " . / X, : .I . .. , I 4., �"� . \� \ I -:.4 , � ' �_' - i ---I-- VIA 4 � � ` . �'_-,"�" � "I , I � ___'._ o, �'�" c �`�"� ""'�'��'-'�� "� -Z iZZ5 31- . - 1, � �'-"� ��'�L-"' - _ ir .I- �X�l -, �� - 4:c ,�,,-,,,-"-,",�,,�,",,',,,,',i,��,,,--",r�,,,-,f, """r, L� --- 4;AS------- 1`5' � "�"_ , � A.,.:,.;. - . ... .. I 1, ,�'�'�"�" �� lll__111':� , _____ . - -_ ' c I �\ ��."' WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE -11 - , _'. .... . . , " "' , _� I ^Ql �� I � . . , " t-�,",-"t7ii': " _________ ,- �J"" �`�'2'_"'''N`1'1� - �'__ . .. /// -- "- �-�,,-�-,��--?""",�/�-,,-��'�,�-,,��',.��,��,-,�,-",,,""�,,,,�-, � 'I�,,�'I'l�"11","'�,,�"I'l��l--f,l�;"-"-",�"-l�,,�'--"-'I -- ------ .1 , ' _ __ , ��,,, �:. 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I , -'� - -- .,i ,',�, I/ z r- .- I .','e"��" - ____l '�" f - I .1 - I'l '_ � ---------- -- �ZT ----------- i5l_ "� �'lll lxl -_ -_ � I -1 � - � f, 11 ,�� I �fl WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE . �,"�� 11:!��.il��? -11f cl- ____ a I _' � _ --- -_ - ' " I n __iw_�� ",_�-j-.w_._�_�—_ -- - - - - , � A"i __ I . __ '1_1'�"�"" ' - I ___ _ ___ __ __ - - __ - ..", - "M'p" �r(7,1C7,NfAILK - I 11 �� :;� � w __Zi , , ', - " . � __ �1_ _'__ _ ___ - - - -�' �'� -'j----- � I x , !��-�� TRUE POINT OF BEGINNING. sj-:77�,1,7_7 - � - - ' vll_'�'_' -w-mommmol-� " I __ _� I �'_' 7, �"' , - , ,_ - �k' �_ - - - `�.'_ I , � ------ L. -, U--� -- ', 11 IV _'�___ Z__�' ".4 77 _ - -- TIT I/,-- - I - ---- - -- _-- 0 ------- ________l k, -_ - f _=�'___ ____ )L_.._____�__' "N --l" � I I � ____ _�--oklp"7177 - I �'_."'ll I -4--- ------ c ___ ! I z�; "# ------- W / '�� __ -t=l ff�l AM ki 4 -'1'3f'kr_ e'h4 I)n 4 0 ml 0 t - .I. !7 �_ _1__ll_-___ - -----.. � _____ c 11 � __ - .------------ , ---------? I MAMd �4 :: � . 11 1. - .1 __' ,"-1 V, w . . . Q - k 0 "mr% c- fAvu-, .vv.) L_ � I � _ - I — ��_' -,,-. - . - lol.:.... ---"; --------- � - . . . � i � . - .. � I � - � --- �� , ==! - � ------ � 1 I � ; 11, N. 4 I " T j --F,-A, ------ _'c ------- - ____ - , ;j:n-_n_ '__ rf':7_�= -_ / 1 (p I p-, "It � . , 75.01' (C) 11� __ . ::=_ I ��"=&:=-_--_ -- �- " ,-- ' f, 1-1 I- I � . _ , -. � . � - - pr Q_4_=== - - __ �� - - �'�__L__ ct] - ___ __ - ---- ____'.____ p ___ r�--_� -----, R� . ZS� 1 , ' W - - I'- - I . - - - _'___ , s ------ � - - - , 4 . * " ' ' I . - _______'____ - ____ --,---I-- - � , _ ------ �______ W ------ , I '�"g " I THAT PORTION OF THE SOUTHEAST QUARTER OF THE I i '�� :i�', 4 'i� _\ I - I EXISTIN _____ ----I-- V" , , "'�� - , � ; _ -G-BUILDING 31 o' DRIVIE --- TIC— __ 3 0' DR,I",,'E I ___ I _ _ --- - - - - - - - - - - - - -- - __ sc6 -- - - - - - - - - - - - - - - - - - -- - - --- 1� _1r___'__________- — ol 1p I 1�0 CA 'U ,:::! �i I , \ ,-) cr� , "� � \ — j:' C) 1 '�' � \ \1 'Es� r- ol � \ I p - z � -%. /' � �E \ I __ ------- I I ____ ___ - - -------------- Ss ------------- - �� . 4� I jww� -lc ___l____l_ - _'____ __ ' TO - E REMOVED I .. _____ ss _________ q� -- -------------- ___l -----"I - -----.---.--- il ' \ f,4 NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, - I,-----\- ____ -1 h � i " Q�l - -I---- --------- __ ss __ ------------- _____ " ______� i ------------ S�_ � -------- '.'6'�' __ �6- _;� i 0_� . , ___ ", _ ______________ __��S��' _________ ----------t -- - WV -p-J ;�` , �i ------- :�_____ " FOL4,10 AW I. CA _� -_ - __' NI) lull" \ �11 OWS: ci -------- S' ____l � �\ W, MARGIN RAINIER AVE, S. o' '?'E. & 0 - "��-' (IF Ilk, ��" _'_ __ 6 11 �'��- I/ � RANGE 5 EAST W.M., DESCRIBED AS FOLL 2 � - 'I) . __ - � C� ;�� 1/1 � � \ �_ :Z1 _' - ' '5�� /f, \ C REV. cz) "I I-_ I—, 61" � \ Q� �_ PQ POSSIBLE 6'RIGH��-OF- N CADC. POS��,',C'N( "lit- ____ - __ _* � / I \ 0 I m CD _'_ __ I - R=5682.22 \ - S_ -_ 7 :1�1; BEGINNING AT THE POINT OF INTERSECTION OF THE \ -::�'a' c, DEDICATION � '::� ,.-' '�� i / � \ C) 'A � __ __ - � �� I L=166.14' --- t C'� � - __ � `� i I/ 11 \ Z WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD, 4 ,"", 4 ''I - C) k - __ I � �_' WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE -- v_% A-1040'31" \� i --'�','�� "E� (Ili __ - � ,,'_'-',__"-" "::�' , _" \A - . __ _�" FER" - / �' \t= -__:�� LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST 275.02 [ 4i"z"'�;��.--',' F1 , LI' CEN I H UP — - _::--� \ ,�' �__"'__ ::�E � AS -23U,!" - � - ' 11 - 11"L lvmwm� 15,'WIDE �� ___ __ - I,- , - — - — -----L-- - - w 2'_�"�'�'� - — - - � FEET; THENCE NORTH 89051'1 1"WEST AND PARALLEL WITH ,��,�-:"""7-�""�,-�-,7"�',, '2� __ - - __________t_ '�. L , _11"�_," `ZZ"" A�3 ", -- -- -_ -_ —_ . — - _�__ �' I RAINIER AVENUE NORTH – � E�IER EASEMENT - — - — - , '� '�'�_ ""_'."'�� col) ,�Ti , (,r ,F --e W IPEI� P1�7111 \ , � 1\ - - - � .L _; ,jj,Li� SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY _--._'�"-."""'- -1 I I 11 " "��;-_" _�_",,';'- , - — - ___i�_�: ��'��3"-',�, -'-'� - - - — % ',.' i. - __�'_ - — - �— -A— - — - — - — - - � "'L. — - — - _=_==== - - — - —(PUBLIC ROAD) I \ MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY -��;'�,-"7",�--�,�,,-�,-.-.""",-,��-,�."� U." 11 I - — " - - - 11 k �' I k ..' - - � -,-- � � I-, -.-,, --- "ll 1:1 , - � � ,,�_ 1\ \ �� i / �l \ ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. .,�,,,,�,�..'�,�-,,,-,��,�,,�-",-",-"�- 1_1 -11 i \ -.' ':`�-.' - '-, 0 \ 11 I f A,'N-�,-,",, ��_''_,�""-vv"�',' . , .- - I — I j � \ 1 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE -�",-,��,,,�,,-�,,-�-��,,��,�-��""",��,��"",---,---",��,��,,,�,.,�,,-,��,,�,,,',�,,,_-�, � I I t " 9t, \ \ S02*20 44"W \ '�,�"--, ,,-"� -",�,--,------,--,--?�,,,-��"", , , "'-�'p I ,- , , - �,'.7' I I ,� \ � / �' NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND _,'_�,'�-,"--'_'_N" ". \ i 11 % � - - - - - - - - - - - .. �'-,-',��-,�".",�-"--,��,, ""�,"'_-"" -',-,,',,, 11 ____ ,�___� _ . I �'_� j � _ __ - ''�"__ -1 1, -� �"�r�__""_�_"'�" . �. __ "'� � . % � 541,75' -_ "'� � �� f-rl --I i I ""� I— cl -I _� I ; CONVEYED BY DEED RECORDED UNDER KING COUNTY ---- � '� � '�"','��'- ," -l, , , , , , , , , , , , , , � _� i , _ __ I_- CN 1 � _'.) __ ��' -0 i � i -4- I I I , � - , I cn rl'l . CD '�� r -;� 11 � �-- �- �- ��l RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH .q::) l' -'l �-�z __4 uo ]�� -_ V) :1-j - -��_o' > F_ 70 _T ______ .11 � T1 �_ i!�24 11 11 11 11 .'- �_ �__ - -3 ('-) f ! ..' _'_1 I 7 P1 F3 R '; ,. \10 , __l M �� 1�1 t _ . I _ 11 5Q, �'!j 5j f___ ' --�- !��3 22 4�' � ... ��, � IN �) -A �:_ ! �- ul �� a, LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE '__.��'._':`�_'_ I ��D r- - " _"� .q-, "� ' ___ I _'T" D,:- - -'j I � :_ . �7' i I 1 -D I �vl_1:11 __4 7i -) CD 4� _�_' �__ _�j -"- �_ ��" �_') - 1 1 I i �_' - i- 41� I t 4�' . � �'-' C c� I I -,T-1 '�L � �� '-f " � -P�: c) P\.*) �D - -_4 __'�_ POINT OF BEGINNING; THENCE SOUTH 06'32'49"WEST TO , "I - C�' 5 :::!I ;::� �'� _�' 0, p 1-i '7't Fn �� 1�5� co CD - '�� :� i I t---,) bo, )_� � _ t . , �� cc� w q c - L- - �:t N') C) e Q0 C�) M n cli I I ,,A k j c" _' .-/) �:--; -_j N) :Z_ _'� !'_'c' c) p - c' :�__ -% �� S; :--,:,.-,I -.5 _�' �� _"�s �_" - 1, INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF i ��z - ' ,-I � _'_i ull -5-, 2 �� "R, C"q I .- cy! CD - - 'I 00 --;:- 4� 4- (J-> 6 t') (--4 (`� '�-O - M_ 17�-3 .�--�' '�S ' �'; -) ' . c1l) i , . :D Z� !-�!' __ !L'j ' 1 c-, - co -'E!� t� 0 -'�� .� 'p i I 1� . :::� - - - - N:" 1\z� _'-, U-1 fx�'S--� P�l �� !'v� t LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY � L - Z� i ROPOSED __ �� , i i . '�o __ , �� bj.' --.,-I: i:x_ i � SANiTARY S - � Ilz C') 1 >_ t . I- __L - - I - �� . - � � I \ _. I$ � 123 S. FRONT STREET % � "I 1 � t, \ - , - ,--I- __ __ L.; . � 11 i- --- '' r'l rn �"l ;'E -_�2_ . * ' '_ i I I Z�� 1 � '�� - j ,"n � _' :- vj --I -) <- r-� CD :�'�� (�- kzD :�-_ I __ �'j C'q C'4 _':'_ �� '��'__ I � I I 't� 4 - Q, 2�� Kz� - L-11 E� - I . �;" "') -"'n __� - -�� '��j llll� ' , n I '- , 's, T, ,_,,,, ,,, '�5 , -- -- ;!o �'o �a *-, 3 cy) � :�_' -, � S , -, 11 r�l o� (�o - ! 7_1 r�ll �;� t l I 1 �j c -'l � I I si� Z:�:;�� EZ C::� ��' ,--- �� - �� j�' t .'�Q ��z c7l) - I ---- '-C) f-- C, '-�' cl, '�D '_�U , (,I 4"- _�" 'p C'� co mi I-, ' o c) 9 'S�l' z- Z�: :�� :� L'j� p -- '_') -�" '_j �--j C) I-- 21 1; -Z -, __4 (' p � �'_- CD ' :�L ff-E C"' !:-- - -, '� N:11 ." . � - :Z- �� -I- 5E V) ':z t- - ':�--'Plpl - , C� - -� I F� 1� �__ C-) . i �4 co C� j �-' 4 '-�' �Z) 7--Z � I ' >_1 I �4_1 11) 1 , :�:ll 6 6 '�D'�� Q�� _' - :a �_! 1 - �'- p a TELEPHONE RISER I -6 FIRE HYDRANT SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 16 57) - �'- 'I-" C4 * �_ I , r'l :�� "T -l' ' f-0 . , j I __ ------- I I ____ ___ - - -------------- Ss ------------- - �� . 4� I jww� -lc ___l____l_ - _'____ __ ' TO - E REMOVED I .. _____ ss _________ q� -- -------------- ___l -----"I - -----.---.--- il ' \ f,4 NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, - I,-----\- ____ -1 h � i " Q�l - -I---- --------- __ ss __ ------------- _____ " ______� i ------------ S�_ � -------- '.'6'�' __ �6- _;� i 0_� . , ___ ", _ ______________ __��S��' _________ ----------t -- - WV -p-J ;�` , �i ------- :�_____ " FOL4,10 AW I. CA _� -_ - __' NI) lull" \ �11 OWS: ci -------- S' ____l � �\ W, MARGIN RAINIER AVE, S. o' '?'E. & 0 - "��-' (IF Ilk, ��" _'_ __ 6 11 �'��- I/ � RANGE 5 EAST W.M., DESCRIBED AS FOLL 2 � - 'I) . __ - � C� ;�� 1/1 � � \ �_ :Z1 _' - ' '5�� /f, \ C REV. cz) "I I-_ I—, 61" � \ Q� �_ PQ POSSIBLE 6'RIGH��-OF- N CADC. POS��,',C'N( "lit- ____ - __ _* � / I \ 0 I m CD _'_ __ I - R=5682.22 \ - S_ -_ 7 :1�1; BEGINNING AT THE POINT OF INTERSECTION OF THE \ -::�'a' c, DEDICATION � '::� ,.-' '�� i / � \ C) 'A � __ __ - � �� I L=166.14' --- t C'� � - __ � `� i I/ 11 \ Z WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD, 4 ,"", 4 ''I - C) k - __ I � �_' WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE -- v_% A-1040'31" \� i --'�','�� "E� (Ili __ - � ,,'_'-',__"-" "::�' , _" \A - . __ _�" FER" - / �' \t= -__:�� LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST 275.02 [ 4i"z"'�;��.--',' F1 , LI' CEN I H UP — - _::--� \ ,�' �__"'__ ::�E � AS -23U,!" - � - ' 11 - 11"L lvmwm� 15,'WIDE �� ___ __ - I,- , - — - — -----L-- - - w 2'_�"�'�'� - — - - � FEET; THENCE NORTH 89051'1 1"WEST AND PARALLEL WITH ,��,�-:"""7-�""�,-�-,7"�',, '2� __ - - __________t_ '�. L , _11"�_," `ZZ"" A�3 ", -- -- -_ -_ —_ . — - _�__ �' I RAINIER AVENUE NORTH – � E�IER EASEMENT - — - — - , '� '�'�_ ""_'."'�� col) ,�Ti , (,r ,F --e W IPEI� P1�7111 \ , � 1\ - - - � .L _; ,jj,Li� SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY _--._'�"-."""'- -1 I I 11 " "��;-_" _�_",,';'- , - — - ___i�_�: ��'��3"-',�, -'-'� - - - — % ',.' i. - __�'_ - — - �— -A— - — - — - — - - � "'L. — - — - _=_==== - - — - —(PUBLIC ROAD) I \ MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY -��;'�,-"7",�--�,�,,-�,-.-.""",-,��-,�."� U." 11 I - — " - - - 11 k �' I k ..' - - � -,-- � � I-, -.-,, --- "ll 1:1 , - � � ,,�_ 1\ \ �� i / �l \ ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. .,�,,,,�,�..'�,�-,,,-,��,�,,�-",-",-"�- 1_1 -11 i \ -.' ':`�-.' - '-, 0 \ 11 I f A,'N-�,-,",, ��_''_,�""-vv"�',' . , .- - I — I j � \ 1 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE -�",-,��,,,�,,-�,,-�-��,,��,�-��""",��,��"",---,---",��,��,,,�,.,�,,-,��,,�,,,',�,,,_-�, � I I t " 9t, \ \ S02*20 44"W \ '�,�"--, ,,-"� -",�,--,------,--,--?�,,,-��"", , , "'-�'p I ,- , , - �,'.7' I I ,� \ � / �' NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND _,'_�,'�-,"--'_'_N" ". \ i 11 % � - - - - - - - - - - - .. �'-,-',��-,�".",�-"--,��,, ""�,"'_-"" -',-,,',,, 11 ____ ,�___� _ . I �'_� j � _ __ - ''�"__ -1 1, -� �"�r�__""_�_"'�" . �. __ "'� � . % � 541,75' -_ "'� � �� f-rl --I i I ""� I— cl -I _� I ; CONVEYED BY DEED RECORDED UNDER KING COUNTY ---- � '� � '�"','��'- ," -l, , , , , , , , , , , , , , � _� i , _ __ I_- CN 1 � _'.) __ ��' -0 i � i -4- I I I , � - , I cn rl'l . CD '�� r -;� 11 � �-- �- �- ��l RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH .q::) l' -'l �-�z __4 uo ]�� -_ V) :1-j - -��_o' > F_ 70 _T ______ .11 � T1 �_ i!�24 11 11 11 11 .'- �_ �__ - -3 ('-) f ! ..' _'_1 I 7 P1 F3 R '; ,. \10 , __l M �� 1�1 t _ . I _ 11 5Q, �'!j 5j f___ ' --�- !��3 22 4�' � ... ��, � IN �) -A �:_ ! �- ul �� a, LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE '__.��'._':`�_'_ I ��D r- - " _"� .q-, "� ' ___ I _'T" D,:- - -'j I � :_ . �7' i I 1 -D I �vl_1:11 __4 7i -) CD 4� _�_' �__ _�j -"- �_ ��" �_') - 1 1 I i �_' - i- 41� I t 4�' . � �'-' C c� I I -,T-1 '�L � �� '-f " � -P�: c) P\.*) �D - -_4 __'�_ POINT OF BEGINNING; THENCE SOUTH 06'32'49"WEST TO , "I - C�' 5 :::!I ;::� �'� _�' 0, p 1-i '7't Fn �� 1�5� co CD - '�� :� i I t---,) bo, )_� � _ t . , �� cc� w q c - L- - �:t N') C) e Q0 C�) M n cli I I ,,A k j c" _' .-/) �:--; -_j N) :Z_ _'� !'_'c' c) p - c' :�__ -% �� S; :--,:,.-,I -.5 _�' �� _"�s �_" - 1, INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF i ��z - ' ,-I � _'_i ull -5-, 2 �� "R, C"q I .- cy! CD - - 'I 00 --;:- 4� 4- (J-> 6 t') (--4 (`� '�-O - M_ 17�-3 .�--�' '�S ' �'; -) ' . c1l) i , . :D Z� !-�!' __ !L'j ' 1 c-, - co -'E!� t� 0 -'�� .� 'p i I 1� . :::� - - - - N:" 1\z� _'-, U-1 fx�'S--� P�l �� !'v� t LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY � L - Z� i ��:u r1l __ �� , i i . '�o __ , �� bj.' --.,-I: i:x_ c- ') 0 'l- i ", :z - � Ilz C') 1 >_ :� p i��' 1 - �'_-" Z� 'p: c) �� I c') . r5 ��2 TACOMA, WA 98407 -7Q ' mj "_ — E� i 0 –, '. I V) 123 S. FRONT STREET '�I� Z�v_ -'�) '_Z�' 0, ' m . SURVEYOR: �� -i , :�_ fl) ;�� I.", z�� al - PRIZM SURVEYING :r_- f -P, 01D - �zi C.) � m _ r'll , ;�- �z C-) t- C�- �� I -, I - c" -� Ir -1 CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY TACOMA, WA 98411 "', , , � m I TEL: 253-404-0983 �_' 0 1�) ��' D[' �E FAX: 253-404-0984 1 � � E� - I . 0 V.- I i!��l 2 clo I PROJECTINFO I I OWNER/CLIENT: ENGINEER: - MITCH BRAMLITT PETRA ENGINEERING, LLC - _---� - = -, � �'j C-> ':�� -' r c' 0 C'� 8 R-�z ' ��j :�u C-) -�z C-) i�_� 3> Ir I— ol� cr� :�c 5-, Q- -�D -�u -.0 1z:111 ��-' -�� . LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE 2602 N. PROCTOR STE. 205 DEVELOPMENT TACOMA, WA 98407 DEPT. 8320 TEL: 253-752-7617 123 S. FRONT STREET MEMPHIS, TN 38103 SURVEYOR: EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF- SAID PRIZM SURVEYING PO BOX 110700 �z C-) t- C�- �� I -, I - c" -� Ir -1 CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY TACOMA, WA 98411 TEL: 253-404-0983 1 FAX: 253-404-0984 1 � � . , I - cn cy') �� ir� -, �m- I _'� C'�o '_ - __ U) QD W r- -__:�z , C'� � " P� �.Y! �� 9 __ -i�li - RECORDING NO. 4018280; THENCE WEST ALONG SAID NORTH - _---� - = -, � �'j C-> ':�� -' r c' 0 C'� 8 R-�z ' ��j :�u C-) -�z C-) i�_� 3> Ir I— ol� cr� :�c 5-, Q- -�D -�u -.0 1z:111 ��-' -�� . LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE � - - p -Z7'-'-�'�� 1 - � - - I 1, I :xj !:!� 'z , '� ��' - 1�- "p [--) - - ED � I AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID I - � :i5 , �; ! � v, �_z - �' , '� -, --- Z'� -;;: !Z- ��:4:;� , 'I �D 0 ji. '�-' � 7�� 1(r��r- � �� F� . I:T: I I - t':i� . , , , - - ' EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF- SAID �z C-) t- C�- �� I -, I - c" -� Ir -1 CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY �z .7 C') ir�ll - i; '_ �� ! cn) >_ RECORDING NO. 2716165; THENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; � 0 0 V.- I I 11 "'.."-4-- ____ '" SYMBOLLEGEND I �" w C14 r< SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. F___4 - i�' -lz J1 'V.- b�' w, 0 .,K v- CS 0 1 ", .- " 1 .--..--, _ __ � " i - - - ---- ---- --- _ '�_� EXISTING CONTOUR ----- 350�----- PROPOSED CONTOUR I PARCEL'D': A.P.N. 182305-9122 (196 HARDIE AVE. S.W.) 4-4 I" 0 r_Y_Y_Y'Y'Y'_*'� CLEARING LIMITS I 1 THAT PORTION OF GOVERNMENT LOT 4 AND OF THE C-4 CL� a TELEPHONE RISER I -6 FIRE HYDRANT SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 1 C4 * �_ I m WATER VALVE DESCRIBED AS FOLLOWS: , t� 00 0 �_ co � V) �_ ' :�; N- U - Z� .�c 4; � -0- UTILITY POLE BEGINNING AT THE POINT OF INTERSECTION OF THE 00 � rj_ 6-11 c- ANCHOR WIRE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD EZ4 � (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF �� fc_� EXISTING SANITARY SEWER MANHOLE \81 1 THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; "Z� . * PROPOSED SANITARY SEWER MANHOLE THENCE NORTH 02Q18'49" EAST, 200.02 FEET; THENCE NORTH 89-61"! 1 - WEST, 2.97 FEET TO THE WESTERLY MARGIN OF -, � I , , - it @ EXISTING STORM DRAIN MANHOLE STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE f q , I "Flen-an I /-""% , PROPOSED STORM DRAIN MANHOLE kw CONTINUING NORTH 89051"I 1"WEST PARALLEL TO SAID PIPE Plannirig Div. . , - 181c, -1 w :zi llzK I LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE z Q 0 EXISTING CATCH BASIN TRUE POINT OF BEGINNING OF THE TRACT HEREIN , 'mN � 9 Lu __j t'� DESCRIBED; THENCE NORTH 06032'49" EAST 50.32 FEET; 2 I " '61 ;� G_- N m PROPOSED CATCH BASIN THENCE NORTH 89051 11 I" WEST 143.50 FEET TO THE EAST c; 0 ; 0 _x_ FILTER FABRIC FENCE . MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD; h0'TE_%1(f e=" " ... � '_ 11 , _.' L"��'i' J " i) , � -, i I ��' ON IV Z I mm �� 1: 11 -QC 0) , _ss— R LINE THENCE SOUTH 10050'46" WEST, 50.88 FEET; THENCE SOUTH 11 A §� o Q�-- 0 , I 1 89051'1 I" EAST, 147.30 FEET TO THE TRUE POINT OF � - —SD— UNDERGROUND STORM DRAINAGE LINE BEGINNING; SIMET 1 OF 3 W_ UNDERGROUND WATER LINE 1 I i � +_ SIGN � � I SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF I WASHINGTON. I I C I () I � 0 . I I � I - � I I � . I � I . � I I I � I � I I I I I I I I � . . � I I -i-' n. cv cy 0 N S N 0 U �i 0 a� 0 0 IZ 0 u 0 0 in 0 N 0 r� 0 U) 0 1-1 V) r) 0 0 0 N iL 0 lu PAINT BOTH SIDES TO MATCH BUILDING WALL 4" PRE -CAST CAP SW 6088'x -'`PAINT MEDIUM GRAY BOND BEAM WITH (1)-#5 #5 VERT. AT 32" O.G. HORIZ. CONT. AT 8" SMOOTH FACE 48" O.C. CMU WALL — #5 VERT. FOUNDATION DOWELS WITH STANDARD ACI 90® HOOK AT 32" O.C. 9 ALTERNATE HOOKS REINFORCE SLAB WITH 6X6-W1.4XW1.4 WELDED WIRE FABRIC s �•: FINISHED GRADE co x x III_rlOR PAVING REFER TO a _z SITE PLAN e D . -4 z (3)-#5 CONT. EQ. 8" EQ. - 3" CLR. (TYP.) 2'-6" CONT. /7�13UMPSTER ENCLOSURE SECTION MASONRY ■■ 7wV ■ i— IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1--800-424-5555 MASONRY WI ENCLOSURE GATES REQL A UTOZONE PROPERTY - GRADING & STORM DRAIJVA GE PLAN 0 10 20 4 ° A PORTION OF THE NW 1/4 OF SEC, 18, TWP. 23 N., R GE. 5 E. W. M. CITY OF RENTON, KING COUNTY, WASHINGTON � I CE #03, TYP l_ W/ SOLt1D CgVE' RIM = 413.65; y IE(8"NI=42:44 IE (8" E'= 42.44 .7 c-; CB #02, TYP N.T.S. W/ S.TORMF RIM = 44.20 IE (8" W) -4 IE(8"E)=31 38 LF C7 'W ___ r - W C. 16LF-12"` P R _ CURB NOTE: BOLLARDS BEHIND THE DUMPSTERS SHALL BE V-0" TALL ABOVE THE PAVEMENT SURFACE AND EXTEND T-0" INTO THE GROUND. UMPSTER LAYOUT N.T.S. � _� PRELIMINARY ry _• NOT FOR p; �� i CONSTRUCTIO 1 { - 33 [ TT� r? (/ Z r CB #04, TYPE I --,i i RIM 44.90 `. IE (8" S)6427 T \ t i z _fi5'7 06' _ — NOTE: �- i CANE BOLT GUIDE (2)CL MOUNT CANE BOLT AND tY J ;� MATE LATCH ASSEMBLIES v �"""� . • \ 2" STEEL TUBE CANE BOLT 3/4" `rHROUGH FACE BOARDS w „� 164.93' (R) INTO STEEL FRAME 1 ° 3" GOLD ROLLED o 1 STEEL O .. _��.�, 164.78' CALC. S ROD.40 ak- V s mt' - r L 1e f a �k DRILL 7/8" HOLE IN l TOP OF SLAB SLAB. SIZE TO FIT X tr " BOLT. z .,$, sr""1. i•.k`r'r,i� �i£� y ,1 � r" a . 7• 'r -rl,�. .�,.,-�: f t 1/2"WASHER Ea WELDEDO 4" BOL tiw I��t1� 1 1! ASH R " � �� C T 0 T 31 T 7399 ANE BOL r k 2' C0:; {SCK 'aY'F, .L �° f ? i1y82�'�X�14 " LATCH PLATE W/ 3/4"X 4;, W ' LATCH PLATE WITH r BOLT HANDLE 1-1/2 WASHER ROUNDED EDGES WELDED TO BOLT ��crST' E � FOR STOP l0 NAL �'� y 1 I_ • N�rn u —3/4- BOLT STOP BAR STRIKE 7 i • I � � PROBIT 1-1/2"X6"X1/4'°$ENT PLATE _._ STRIKE WITH 1-3/4 DIA. BOLT tk " r luz THROUGH FRAME SIDE Fr - iii:: °,� r r , , DOUBLEGATELATCH 3 r r; 4 GATE LATCH i BOLT DETAILS N / N.T.S. j _ rl r rl ,tV�u�1 i OO r 1:1 EI, ®O C2.0 N I r r r < O � Nk 'r'As'i( — r- ,p CUR8 1,_r IRI4r, M v, _ke _ SS _S ,3s�' C�€�� FOUND AI LWI. i iA N *id C 0 ?'E. fC 1 __.. uY , ® h s "' _.- .. RAINIER AVENUE NORTH _ — -- ----- _ (PUBLIC ROAD) O S02°20'44" W N 541.73 if U 111 A O Cr' V U rn O ALEMITE 1610 -BL HYDRAULIC GREASE N FITTING TO BE " ACCESSIBLE FOR 7-114" O.D. 8,, X B"X 11$" GUSSET PLATE 5/4"X 6 SQUARE EDGED MAINTENANCE HINGE 6" LONG (INSIDE ONLY) TREATED PINE BOARDS WITH 1/4" ALL CORNERS GAP. SCREW TO'FRAME WITH . r � - 1"WELD @ 3" O.C. GALVANIZED OR STAINLESS ,1 ALL AROUND LATCH DETAIL. 18'-0" CLEAR T STEEL SCREWS 1" X 6" X 1/2" TO u, HINGE & GATE 81-111/2' V-11 1/2" N ! 7-1/4" O.D. q O GATE HINGE 6" LG. 3" X 7-114" „ " " -STEEL O.D. TUBE. FRAME.. 0 2 X 2 X 1/8 / TUBE GATE FRAME WELD COLLAR , WELDED JOINTS I I } I I 2 TO POST. 6" I.D. PIPE GATE POST 1 I I I I I 5'4' a x I I I I I[ ® CL U -� NOTE: PAINT ALL GATE FRAMES AND PIPES RED. 48' i - - 9e- 6" NOM. I.D. GATE . I - I _I I City `( RentonZE POST FILLED WITH I I I I I I € i Planni €{g Division � U CONCRETE ROUNDED i i i i 7-114"`O.D. TUBEuj TOP, i i � i 6" MIN. I I I I COLLAR FIELD 3°-0" i i i J4 1 201 WELDED TO I I I I - c; CANE BOLT I I I 11 I I L - J I Ilk POST I L _ J I _ Jj jJ 1 L—IL-El HE 3 GATE DETAIL FOR DUMPSTER ENCLOSUREC2*0 C2.0 N.T.S.. c"7 i,T( Ez �' E J (So C) Z C) NOTE: BOLLARDS BEHIND THE DUMPSTERS SHALL BE V-0" TALL ABOVE THE PAVEMENT SURFACE AND EXTEND T-0" INTO THE GROUND. UMPSTER LAYOUT N.T.S. � _� PRELIMINARY ry _• NOT FOR p; �� i CONSTRUCTIO 1 { - 33 [ TT� r? (/ Z r CB #04, TYPE I --,i i RIM 44.90 `. IE (8" S)6427 T \ t i z _fi5'7 06' _ — NOTE: �- i CANE BOLT GUIDE (2)CL MOUNT CANE BOLT AND tY J ;� MATE LATCH ASSEMBLIES v �"""� . • \ 2" STEEL TUBE CANE BOLT 3/4" `rHROUGH FACE BOARDS w „� 164.93' (R) INTO STEEL FRAME 1 ° 3" GOLD ROLLED o 1 STEEL O .. _��.�, 164.78' CALC. S ROD.40 ak- V s mt' - r L 1e f a �k DRILL 7/8" HOLE IN l TOP OF SLAB SLAB. SIZE TO FIT X tr " BOLT. z .,$, sr""1. i•.k`r'r,i� �i£� y ,1 � r" a . 7• 'r -rl,�. .�,.,-�: f t 1/2"WASHER Ea WELDEDO 4" BOL tiw I��t1� 1 1! ASH R " � �� C T 0 T 31 T 7399 ANE BOL r k 2' C0:; {SCK 'aY'F, .L �° f ? i1y82�'�X�14 " LATCH PLATE W/ 3/4"X 4;, W ' LATCH PLATE WITH r BOLT HANDLE 1-1/2 WASHER ROUNDED EDGES WELDED TO BOLT ��crST' E � FOR STOP l0 NAL �'� y 1 I_ • N�rn u —3/4- BOLT STOP BAR STRIKE 7 i • I � � PROBIT 1-1/2"X6"X1/4'°$ENT PLATE _._ STRIKE WITH 1-3/4 DIA. BOLT tk " r luz THROUGH FRAME SIDE Fr - iii:: °,� r r , , DOUBLEGATELATCH 3 r r; 4 GATE LATCH i BOLT DETAILS N / N.T.S. j _ rl r rl ,tV�u�1 i OO r 1:1 EI, ®O C2.0 N I r r r < O � Nk 'r'As'i( — r- ,p CUR8 1,_r IRI4r, M v, _ke _ SS _S ,3s�' C�€�� FOUND AI LWI. i iA N *id C 0 ?'E. fC 1 __.. uY , ® h s "' _.- .. RAINIER AVENUE NORTH _ — -- ----- _ (PUBLIC ROAD) O S02°20'44" W N 541.73 if U 111 A O Cr' V U rn O ALEMITE 1610 -BL HYDRAULIC GREASE N FITTING TO BE " ACCESSIBLE FOR 7-114" O.D. 8,, X B"X 11$" GUSSET PLATE 5/4"X 6 SQUARE EDGED MAINTENANCE HINGE 6" LONG (INSIDE ONLY) TREATED PINE BOARDS WITH 1/4" ALL CORNERS GAP. SCREW TO'FRAME WITH . r � - 1"WELD @ 3" O.C. GALVANIZED OR STAINLESS ,1 ALL AROUND LATCH DETAIL. 18'-0" CLEAR T STEEL SCREWS 1" X 6" X 1/2" TO u, HINGE & GATE 81-111/2' V-11 1/2" N ! 7-1/4" O.D. q O GATE HINGE 6" LG. 3" X 7-114" „ " " -STEEL O.D. TUBE. FRAME.. 0 2 X 2 X 1/8 / TUBE GATE FRAME WELD COLLAR , WELDED JOINTS I I } I I 2 TO POST. 6" I.D. PIPE GATE POST 1 I I I I I 5'4' a x I I I I I[ ® CL U -� NOTE: PAINT ALL GATE FRAMES AND PIPES RED. 48' i - - 9e- 6" NOM. I.D. GATE . I - I _I I City `( RentonZE POST FILLED WITH I I I I I I € i Planni €{g Division � U CONCRETE ROUNDED i i i i 7-114"`O.D. TUBEuj TOP, i i � i 6" MIN. I I I I COLLAR FIELD 3°-0" i i i J4 1 201 WELDED TO I I I I - c; CANE BOLT I I I 11 I I L - J I Ilk POST I L _ J I _ Jj jJ 1 L—IL-El HE 3 GATE DETAIL FOR DUMPSTER ENCLOSUREC2*0 C2.0 N.T.S.. 7 I i i VERTICAL DATUM CITY OF RENTON DATUM (NAVD 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF � CONC, CURB @ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION = 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP @ FRONT DOOR RES. #6587 ELEVATION = 773.63 1 FILL SPECIFICATION I FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. I I 11 - TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL. TRENCH � SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE � WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 1 49.17 RCW. - UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO , LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. I I -1 - '' TOPOGRAPHIC NOTE: � THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN I ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. I I CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 � -- - -- -- -- .w i� lzj� !" :mm C) AUTOZON.E PROPERTY aw, mmmom— -------�n- I I 1 " = 20' '<� f -- - I . 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UNDER RECORDING NO. 9905139010 R.Q.S. UNDER RECORDING NO, 8007299010 A.L.T.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12111/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY. # 5 TAX PARCEL MAPS OF SEC. 18-23-05 VERTICAL DATUM CITY OF RENTON DATUM (NAVD 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONC. CURB @ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD, S.E. ELEVATION = 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP @ FRONT DOOR RES. #6587 ELEVATION = 773.63 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OROTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2.09.3(3)B, IT SHALL BE SHORED AND CRIBBED, THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 A UTOZON-E PROPERTY NEIGHBORHOOD DETAIL MAP A POR TION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., R GE. 5 E., W.M, CITY OF RENTON, KING COUNTY, WASHINGTON 1 , i e � 1 ♦ �, , e , a e / ` e '►s o ` ,,40 ems f e to to*0 seemwa no4m XAW no oft aft I e � e � I e 4 \I .� r m' ' M s CITY OF RENTON BOUNDARY S. 3RD PL. - LL1 1823059011 r , ° RENTON, WA SITE AREA: 33,243.41 SF / 0.76 AC f CA (COMMERCIAL ARTERIAL) r / MIN. LOT WIDTH: NONE MIN. LOT DEPTH: NONE ■ 1823059082 EXISTING SANITARY �' WER MANHOLE FOR BUILDINGS: 65% OF TOTAL LOT AREA MAX. BLDG. HGT.: 50' SETBACKS: i -FRONT YARD: 10' (SETBACK MAYBE REDUCED TO 0' ® THROUGH THE SITE PLAN x DEVELOPMENT REVI'ZW) -SIDE YARD: 10' (SETBACK MAYBE REDUCED TO 0' SD ~ THROUGH THE SITE PLAN ;h DEVELOPMENT REV[ W) 1 O' EXCEPT 15' IF LOT ABUTS A b ca RESIDENTIAL ZONE �y f H �W :o 'a co S. 3RD PL. - LL1 1823059082 SITE ADDRESS: 175 RAINIER AVENUE SOUTH RENTON, WA SITE AREA: 33,243.41 SF / 0.76 AC W° CA (COMMERCIAL ARTERIAL) Z GC ° 5,000.00 SF MIN. LOT WIDTH: NEIGHBORHOOD DETAIL MAP 4TH PL. SIN GRADY WAY 1" = 100' �� 111111 0 50 100 200 SITE DATA PARCEL #: 1823059082 SITE ADDRESS: 175 RAINIER AVENUE SOUTH RENTON, WA SITE AREA: 33,243.41 SF / 0.76 AC ZONING: CA (COMMERCIAL ARTERIAL) MIN. LOT SIZE: 5,000.00 SF MIN. LOT WIDTH: NONE MIN. LOT DEPTH: NONE MAX. LOT COVERAGE EXISTING SANITARY �' WER MANHOLE FOR BUILDINGS: 65% OF TOTAL LOT AREA MAX. BLDG. HGT.: 50' SETBACKS: PROPOSED STORM CRAIN MANHOLE -FRONT YARD: 10' (SETBACK MAYBE REDUCED TO 0' ® THROUGH THE SITE PLAN x DEVELOPMENT REVI'ZW) -SIDE YARD: 10' (SETBACK MAYBE REDUCED TO 0' SD ~ THROUGH THE SITE PLAN ;h DEVELOPMENT REV[ W) -REAR YARD: O' EXCEPT 15' IF LOT ABUTS A b ca RESIDENTIAL ZONE PARKING STALL: -STANDARD STALL: 9'x2O' -COMPACT STALL: 8.5'x16' -HANDICAPSTALL: 8'x20' (WITH SIDE STALL) SYMBOL LEGEND LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) PARCEL'A': A.P.N. 182305-9011 (175 RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89003'07 EAST ALONG THE EAST -WEST CENTERLINE OF SAID SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91 ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11°05'23" EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 11 005'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 89°33'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00026'23" EAST A DISTANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D.C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESTERLY MARGIN TO AN INTERSECTION WITH A LINE THAT BEARS SOUTH 89033'37" EAST FROM THE TRUE POINT OF BEGINNING; PARCEL'B': A.P.N. 182305-9082 ( RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON (CITY OF RENTON) DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02018'49" EAST, 200.02 FEET; THENCE NORTH 8951'11" WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5), SAID MARGIN BEING A 5680.00 FOOT RADIUS CURVE CONCAVE TO THE WEST; A RADIAL AT SAID POINT BEARING NORTH 89°28'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89051'11" WEST 156.11 FEET; THENCE NORTH 0603249" EAST, 50.32 FEET; THENCE NORTH 89°51'11" WEST 13.88 FEET TO A POINT 128.40 FEET EASTERLY (AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT-OF-WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY SURVE" NO 197 112, JANUARY, 1909; THENCE NORTH 08"32'49" EAST, 157.14 r :ET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89052'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL'C': A.P.N. 182305-9122 (188 HARDIE AVE. S.W.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD, WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02018'49" EAST 275.02 FEET; THENCE NORTH 8905111" WEST AND PARALLEL WITH SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 06°32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORD{NG N0.4O1$280; THENCE WEST ALONG SAID NORTH LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL'D': A.P.N. 182305-9122 (196 HARDIE AVE. S.W.) THAT PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02018'49" EAST, 200.02 FEET; THENCE NORTH 89°51'11" WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 89°51'11" WEST PARALLEL TO SAID PIPE LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 06°3249" EAST 50.32 FEET; THENCE NORTH 89°51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD;n THENCE SOUTH 10050'46" WEST, 50.88 FEET; THENCE SOUTH 89051'11" CAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE,ITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PRELIMINARY NOT FOR :ONSTRUCTIO. 0 f=. a_ Li, C.*) 0 Lu L EXISTING CONTOUR PROPOSED CONTOUF CLEARING LIMITS o TELEPHONE RISER -�- FIRE HYDRANT D4 WATER VALVE -O- UTILITY POLE E-- ANCHOR WIRE EXISTING SANITARY �' WER MANHOLE PROPOSED SANITAR" SEWER MANHOLE O EXISTING STORM DRQ%IN MANHOLE Q PROPOSED STORM CRAIN MANHOLE ❑ EXISTING CATCH BASIN ® PROPOSED CATCH BASIN x FILTER FABRIC FENC n SS UNDERGROUND SAN'TARY SEWER LINE SD ~ UNDERGROUND STO A DRAINAGE LINE ;h UNDERGROUND WAY -A LINE SIGN LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) PARCEL'A': A.P.N. 182305-9011 (175 RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89003'07 EAST ALONG THE EAST -WEST CENTERLINE OF SAID SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91 ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11°05'23" EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 11 005'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 89°33'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00026'23" EAST A DISTANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D.C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESTERLY MARGIN TO AN INTERSECTION WITH A LINE THAT BEARS SOUTH 89033'37" EAST FROM THE TRUE POINT OF BEGINNING; PARCEL'B': A.P.N. 182305-9082 ( RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON (CITY OF RENTON) DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02018'49" EAST, 200.02 FEET; THENCE NORTH 8951'11" WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5), SAID MARGIN BEING A 5680.00 FOOT RADIUS CURVE CONCAVE TO THE WEST; A RADIAL AT SAID POINT BEARING NORTH 89°28'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89051'11" WEST 156.11 FEET; THENCE NORTH 0603249" EAST, 50.32 FEET; THENCE NORTH 89°51'11" WEST 13.88 FEET TO A POINT 128.40 FEET EASTERLY (AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT-OF-WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY SURVE" NO 197 112, JANUARY, 1909; THENCE NORTH 08"32'49" EAST, 157.14 r :ET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89052'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL'C': A.P.N. 182305-9122 (188 HARDIE AVE. S.W.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD, WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02018'49" EAST 275.02 FEET; THENCE NORTH 8905111" WEST AND PARALLEL WITH SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 06°32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORD{NG N0.4O1$280; THENCE WEST ALONG SAID NORTH LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL'D': A.P.N. 182305-9122 (196 HARDIE AVE. S.W.) THAT PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02018'49" EAST, 200.02 FEET; THENCE NORTH 89°51'11" WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 89°51'11" WEST PARALLEL TO SAID PIPE LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 06°3249" EAST 50.32 FEET; THENCE NORTH 89°51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD;n THENCE SOUTH 10050'46" WEST, 50.88 FEET; THENCE SOUTH 89051'11" CAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE,ITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PRELIMINARY NOT FOR :ONSTRUCTIO. 0 f=. a_ Li, C.*) 0 Lu L Pty Iin,q Division ui Q� z s s! L ��R i .1f, PauI a O SHEET 1 OF 1 Cleo - 3 h oca tom..kri r o cT, ;h b ca H :o Pty Iin,q Division ui Q� z s s! L ��R i .1f, PauI a O SHEET 1 OF 1 Cleo - • • r Pty Iin,q Division ui Q� z s s! L ��R i .1f, PauI a O SHEET 1 OF 1 Cleo / � 1002 REMOVE ALL WIRE WRAP 1O02LSE - ' X��. AND PLASTIC WRAP, DRAWN BY: KLO REMOVE BURLAP FROM MULCH TO DEPTH SPEC/HED INNOTES— PLOT SCALE. ' 1:i DRAWING SCALES' MULCH & TOPSOIL OR FORM CONTINUOUS AMENDED BASE, REFER -10 RIM LS NOTES FOR DEP TH it HEN B&B. REMOVE PEI --�L WIRE AND ROLL BURLAP OFF OF TC/ BACKFILL W/ BACKFILL MIXTURE AS— I INDICATED IN N07 -E M NO TES: 1. PLANTING BACKFILL: AND TAMP /O 58% EXISTING SOIL, 50% 114 MINUS RBWO�� A/R POCKETS COMPOST, MIXED THOROUGHLY 2 X BALL DIA. LO 2 FOR MULCH TYPE SEE | | LANDSCAPE NOTES. 3. IF B&B AND BURLAP /S GREEN /N COLOR, REMOVE SH/'\U[PLAN//N/ COMPLETELY 8[7URE INSTALLING /ETA// PLANT, | N0FS-1' 1 PLANTING BACKFILL: 60% EX|SONG, SOIL, 50% 1/4 MINUS COMPOS[ MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. CONIFER TREE J. IF 8&8 AND BURLAP IS 2x2 STAKE DRIVEN GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING SECURE STAKE TO TREE W/ PLANT. ~/ FORM SAUCER WITH CONTINUOUS RIM IN LANSCAPE NOTES MULCH & TOPSOIL OR AMENDED BASE, REFER TO LS NOTES FOR DEPTH REMOVE ALL ~B&B:RE I AND ROLL BURLAP OFF OF /vr OF nuum*u' ' , cxCxvx/E n/ TO uo'm OF | | RO0TBAU OR P0[ SCARIFY SIDES AND BOTTOM \-OF PIT, SOIL MIXTURE INDICATED /N NOTES FILL IN 8" LAYERS, WATER AND EUEDGDE[N TREE STAKING [AMP TO REMOVE NR POCKETS PLANTING l| Ak |7-|K |G DETAIL [ -l -A|| ' NO TES: 7. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 114 MINUS COMPOST, MIXE-D THOROUGHLY 2, FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B ANO BURLAP IS OECIDUOUS TREE GREEN IN COLOR. REMOVE LLI INTERLOCKING PLASTIC TREE TIES COMPLETELY BEFORE INSTALLING OR AGENCY APPROVED EQUAL STAKES DRIVEN INTO Cr SUBGRADE OR SIM. METHOD --FORM SAUCER WITH �0 0 CONTINUOUS RIM ENSURE PROPER SUBBASE 3" MULCH TOPSOIL OR AMENDED EXISTS; CLEAR ALL BASE, REFER TO LS CONCRETE ANO OTHER NOTES FOR DEPTH DEBRIS FROM PLANTER PRIOR TO BACKFILLING -I I _Iq B&B: REMOVE AND PLANTIN 1�___ 1-4±L WIRE AND ROLL I BURLAP OFF OF TOP OF ROOTBALL SCARIFY SIDES OF PIT, BACKFILL WITH SOIL MIXTURE INDICATED IN THE NOTES IN 9" 2 X BALL DIA. LAYERS. WATER AND -TAMP TO REMOVE AIR POCKETS DECIDUOUS // ' S R -- PLANTING L\N / - & STAKING FEu/_ / m GENERAL LANDSCAPE NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (800) 424-5555 a min. of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements. 2. Scope ofwork shall include any and all specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. All labor, materials, subcontractors,aqmipmentandnebted incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor orowner. 3. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 4. Grade Preparation: All planting areas shall be cleaned of all construction and native debris, rocks 1" and larger, and any other objects considered harmful to plant life. The debris shall be hauled off site. All planting bed areas shall have the soil mkti||edbadepth ofGinches prior 0utopsoil installation. Lawn Areas Uoreceive amin. 4''layer ofsandy loam topsoil (3 -way mix orequivalent) free nfweeds, sticks, rocks, and other debris. to »aoeiveamin. 8^layer ofsandy loam topsoil (3 -way mix ornquke\an�hee of weeds, n�u�.mc�.andother debris. T Shall occur per the details. 5. Mulching: All tree pits to receive a minimum of 3" depth of medium grind hem/fir type bark mulch. All planting areas with groundcover shall receive a min. of 3" depth of organic compost mulch. Top of all Mulching shall ba1/2"below ^ flush tothe top ufall paving surfaces. Provide for amin. S"clearance ofall mulches and lawns that are immediately adjacent to any building faces measured from the bottom of siding {othe top oflandscape surface. 8. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifioabnnoshall bedone bythe landscape architect prior toplanting. 7. Contractor shall immediately notify the general contractor of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. 8. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. A. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted vnOUgwmvmxmustrv/All muds:apeand irrigation wnmshall m*performed by experienced persons familiar with scope ofproject. 10. All landscape material and labor is to beguaranteed for aperiod of one full year from the time of completion. 11. When planting 'Balled and Burlapped'prodmct, gently place root ball inprepared hole with burlap still onthe / / root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of rootball. If / burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball. 12. Plant material selected is drought tolerant or native species. The owner shall be responsible for maintaining / / and watering all plant material throughout the first growing season and in times of drought.The project / proponent shall ensure that aminimum ofone (1)Inch mfwater }msupplied each week tothe planting areas between May 1and October i5for aleast the first two years following initial planting. The calculated / amount of required water shall include both natural rainfall and temporary irrigation. / |� nr an Division & OUVED By te / � 3: 3: 3� �11 LANDSCAPE E��EN TREES SHRUBS AND GROUNOCOVER SYMBOL QTY DESCRIPTION SIZE SYMBOL QTY DESCRIPTION SIZE 0 �mrm�um'0u�horQ�� Ca|. October Glory Maple well branching 30 S Carpet' 11/2" CAL. Magic Ca\Spireu @~ ~.. '� 4 MaludWo|uximnnftoda'Sohm|dtcutlooy �CAL. nnh�Q Q~ 43 ��nd�admneuUoan'Moon �� 5Qd. '~ Moon �yHoo�n�Bam�m w�7 4 Cupmo'- ' ' ho| yhndii G^HT �io 50 V|bumum�L'mphn bouquet' 2go|. Min. -`' Spring Bouquet Domblefi|u Leyland Cypress W�!|Fonnod ~~ xowstophyWusuvours! 4''Pot Nnn|ck|nniok 3 Cryptomeria japonica obgeno 4'HLMin. 0 0 @ 24" OC T4 JapaneseCedar -- 8unmarkShadow Seed Mix: ~ 2o96Amazing Perennial pYognmu 2OY6Nobility Perennial Ryogmon 21 Th 'Emerald Green' 6'HtMi». 28%Longfellow UChowingsFescue Emerald Green Arborvitae «OY88|braka,Creeping Red Fescue 20% SwnohendVeHard Fescue GumanySeeds 1'uD0'21473n3 1 Recycled plastic 0`Picnic Table Existing Trees \}--// Kaypa':'JpMT-o»daru»/urRe«yclemFYastic opnswro� Cascade Recreation- 088-280-8010 15 Clematis vines 1G al. (10) Armandil -evergreen; (5) President 2evergreen per planter 1 President per planter REVISIONS S. REVISED J�T_E PLAN' CFINAL LANDSCAPE PLAN D. REVISED TO ADD SHRUBS TO PLANTING AREAS ATI PER 20 S.F. OF LS AREA DRAWING ISSUED FOR: DATE: VILINE 23, 2010 STATE OF WASHINGTON REGISTERED LAND8CAPEARCH|TEcT PROJECT NO. ~ 1002 ' 1O02LSE - ' X��. CK/IL DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE. ' 1:i DRAWING SCALES' PEI LO LU CL REVISIONS S. REVISED J�T_E PLAN' CFINAL LANDSCAPE PLAN D. REVISED TO ADD SHRUBS TO PLANTING AREAS ATI PER 20 S.F. OF LS AREA DRAWING ISSUED FOR: DATE: VILINE 23, 2010 STATE OF WASHINGTON REGISTERED LAND8CAPEARCH|TEcT PROJECT NO. ~ 1002 ' 1O02LSE - ' X��. CK/IL DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE. ' 1:i DRAWING SCALES' DRAWING CONTENTS � 0 9 c'J 5'-4" 3, 4„ 10'-8" 3'- 41 Q 0 w z w un 0 Ln Q W _ cn z Li - I;100 0 949-8„ 92'_64" FINISHED WALL TO FINISHED WALL 39'-44" SEE NOTE 5 -a 29'-58" 62" _� C 3,, 3 - 64 1® j —'I U4 34" COUNTER HEIGHT i1rJ100 00 % Q Ir 16,-8" Ir 45'-4" 32'-8" MASONRY OPENING sr -ale.. 1/811=l' -o'' TOP OF MASONRY +20'-1 0" A. F. F 4 SECTION 1,E3=511 MVAC UNI1 MVAC UNIT( ❑❑� Tt t EXPOSED GALVANIZED METAL ROOF DECK. SEE STRUCTURAL PLANS FOR TYPE � FASTENING NOTES. EXPOSED BAK JOIST SYSTEM. SEE STRUCTURAL PLANS. (NO DROP IN CEILING TO BE USED) FINISHED FLOOR = 0'-0" REFER TO SITE PLAN TOP OF MASONRY +20'-10" A.F.F. S CTIOil 11�=A11 w TOP OF MASONRY +20'-1 O" A.F.F. fROOF FLAN scals, vaQ1 =11m®II i I 1 ..... .. ....... ........... u � LC7 C0 LL- OROOF HATCH o z E 0 CAT=I O N � � cn o 0 �w o w Ulux HVAC UNITS SCREENED ❑ ❑ BY PARAPETS ENa❑ N I� co fROOF FLAN scals, vaQ1 =11m®II i I 1 LC7 C0 V) � � I 0 w N I� co Ir - co (3) U) z J Col 0- � r LL o z O 06 U) W< z olf o w 00 o Z Q ®'_ LL c� 01� cd ego 1 � 0 � 4 m ® ne) OO Q ct �:D --I b.Q 00 kA �8 ^ UtY of Renton PIanriin9 iviMyiOrl l .JAN frbli (]yrs 12-29-09 65W2 -RIGHT 1/8" _= 1'-0°° EXTERIOR 1 PREFINISHED ALUMINUM COPING COLOR: DARK BRONZE 2 STUCCO FINISH OVER SMOOTH FACE CONCRETE MASONRY UNITS. SEE PAINT DETAIL SCHEME THIS SHEET 3 CORNICE WITH STUCCO FINISH 4 4" SPLITFACE BLOCK COURSE. SEE PAINT SCHEME THIS 12 16 5 1 3 1 SHEET 23'-0" 350 EXTERIOR INSULATED FINISH SYSTEM - A.F.F. 21'-0" COLOR SW 6086 SAND DUNE A.F.F. O SPLITFACE FACE CONCRETE MASONRY UNITS. SEE �"i/ PAINT DETAIL SCHEME THIS SHEET 12' A.F.F WALL MOUNTED LIGHT FIXTURE PIPE GUARD WITH RED SLEEVE PAINT MAN DOOR RED & MEAL FRAMES BLACK 6 DO NOT PAINT OVERHEAD DOOR PAINT ANGLES BLACK - 1 1 EXPANSION JOINT 2'-6" 12 ALUMINUM STOREFRONT RED KYNAR FINISH o' -o" 13 GLASS AND ALUMINUM DOORS CLEAR ANODIZED FINISH 60'-0" 14 STORE ADDRESS - 6" WHITE REFLECTIVE NUMBERS 94'-8" � - � �� - � � �� 6 g 12 13 14 15 SCUPPERS AND DOWNSPOUTS. PAINTED TO MATCH AST ELEVATION 64% GLASS BACKGROUND WALL COLOR. ADJACENT 4" H. X 6" W. Hca ice: va° i° -c^° 4° a, i(o° OVERFLOW SCUPPER. FLOWLINE 2 ABOVE ROOF. ® 16 42" CLOUD SIGN 7 1 6 5 1 3 1 1 7 TOILET WALL VENTS PAINT TO MATCH WALL 22'-4" 3 18 DECORATIVE METAL TRELLIS WORK - PAINT TO MATCH A.F.F. UNA-CLAD DARK BRONZE 21'-01, 2 19 SMOOTHFACE FACE CONCRETE MASONRY UNITS. SEE A.F.F. + 4 PAINT DETAIL SCHEME THIS SHEET n 12'-2" A.F.F. -O 2 SOUTH ELEVATION = LEFT SIDE Jca le: va"=1'-c'° 0 41 a" I(o 3 21'- 12'-'/ FA9 4==== @=S 1 4==== 4=== 4==== )( r-1 I I @J 1 'k �4===r--�I --� Sca lam: va i°-� s 0 41 a' irol mmoml 4 INLl) M I H =L==>//=� I IL-11IN _ ISH I Z)I�rz ELEVATIONS Sca Imo: 1�8 °=I, -c c 4' a, I� �R WALL W SIDE) 2 KEYNOTES o-� 0 N FINISHED FLOOR PRE -FINISHED COPING: MEDIUM BRONZE COLOR: SW6091 RELIABLE WHITE STUCCO FINISH : SW6086 SAND DUNE 4" COURSE SMOOTH CMU COLOR: SW6088 NUTHATCH TWO COURSES SMOOTHFACE CMU. COLOR: SW6091 RELIABLE WHITE PAINT SPLITFACE CMU COLOR: SW6088 NUTHATCH SCALE DET-FNAME 3 EXTERIOR WALL PAINT SCHEME • r r . ■ 00 T_ oo • UJ zi s • LLJ� :3 LLJ t, City of Renton Planning Division AN' 19 ZOM AMIL