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3 17) 0-) Lo CD LLJ ro 0 I (Y) 0 Q) U_ u (D p 2 0 iJO D CD I 0) 0 0 0) 0 W Q) LX I LI 11"'101 12, —" AF.F E A: E� I E WTk"N red L " S 1101=11-01 0 41 2 11 2.1,—c 12' -� I/ A� J � 5 G) LST k4 F I— F 4 im L_ L VA I I f (__," s, 6mm?mw6mm==mpmm=m=mmmm1" �R WALL W SIDE) H-11 IN N- ""CAH: ',AFK FNIS-1 (,,VE:)e V00TH ACE "C'I"'RE-E Mis ON Y" -INIT'j-, ",ii[E -"Alk,- D -D -AL �S"CdEV:_: TH S1 7 1 TH F -C[-:,KIF' _-K', 41' _ 5" I'I'FA,,,1.1 -- ') 'K C',JRSF, SF -AINT 51 E_ 0 IWUI _-INIJ-1 SYS)TFM - 4- j S S 111 I-ACL I-A'_','L \JAS"N.�Y LL P/'%I%%]'I_ UTT,,'k --ME "I'l 11"') S1 IEET [%,11•'%N 1,1'1(1,0�1` NIL) ei Kkli",L I �AML, 3_AC,'K 1)() 1%10- ' j Allfr i"T 'FRI-I F' I` (,',,")('R �Allff "Cl F� RI II L X I -).,% N 0 0 N N J I "Ill JIVI 1`1111"111,11 FT-) KYI,,1AR P -11S)1-1 A -%I I" Ad b1ki ",I M I'0"R'S — "'I FAR A',ICrl-7FD F1 N 1-1 6' 'Ad- = FFFI --CTIV-- K) K11A CH YC K P U k `,NALL k, X 6" C, FUVI I 'If "A �,IVF ROOF. J 16 42'IC I", I Vj�,"[" [A C, --- I A ''I i)[�A_je I Al K V- PA'I %I I I') MAIC -I ,k,,'v-CbAJ,) "'N"ETE -INITS. "_TE _,Vo�wrl*, f%C 0 _)�,-IEV_1fI S, -_E 'M _-_D Ul,,' BRC4 L I ",J1 U %: 'Wm),11.13 I RF1 IAII F Uk'X0 -INISH -.8" SANC XJNE I': COJRSE SVOOTH C1,1U Cc_op:_-'&608b "\I(JTIAT2H C0UF,,S,5 T ___LABLE 'kAHITE DAINT ST11TAff C1,IJ C : SY,60E-, NU I I Al �I I 'E_-1_NAK1E SiCAL F, kit A IN L,vl L City of R, ,entori, Planning Division JAN 19 ZC110 ,F C EI \V/ EPf ,j C") w F— AVPW% u z 0 co P'. Z z w w 0 W > 0 ^00 L.L < Z 0 ry W 0 w N I- �- 0 z z LLJ LU kn 00 cd 00 0 ch u F" llwn P3 0e::4 r" H-4 P-4 '41 2 29-09 ON c 0 a n 6� N 0 0 N a 0 v 0 0 1 0) 0 (10 Q Q I 0 v n 0 U C 0 I 0 0 V) 0 N 0 2 0 1 J) 0 0 D M 0 0 N r i7 C) 0 i I. J MULCH TO BEPTH SPECIFIED IN NOTES FORM CONTINUOUS R'M �8111IIII III PEMOV ALL WjRE WRAP AND PLASTIC VIRAP. - REMOVE BURLAP I-HOM TOP OF ROOT BALL MULCH & 1 iUPSOIL OR AMENBED BASE, .4EFFP TO 1 IS NOTES FOR DEP TN t li l /jjlji f �./r% f/f tHL N B&B. REIvIO VE —M--, L WiRE ANI) ROLL BURLAP GAFF OF TOP BAC- RLL W,f " 1 !J —III- OF ROCSTDALL INDICATED M/i�'TLOT ASS I i= I �-=) I I-`11 I=) �� I IT 1!'•JGICATED I!J NOTE IPJ— _ PJOTES: .. { �i 1. PLANTING HACKFiLL: 9 LAYERS. WATER 11=1 i i---�I � (----III--•=III-- i I— ANU IANIP TG —T --- I� ( 509' Fk'IS�' NC SGML, 50/. 1/4 MINUS REMOVE AIRP01:1~;F_Tfi � 1 I I COMPOST, MIXED THOROUG rLY X BALL DIA. 2. FOP. •'VIL1LCr1 i Yf'E SEE LANOSC.APF NOTES. '2. IF B&:B AND BURLAP IS � ) �} r f t GREEN IN COLOR. REMOVE .� H 1 `r, tJ -9 (- L 4 f �V T/ N +�_7 t � � �� 1 � FFLA COMPLETELY t�EF�1l?E I,'JST,4LLIPJa PCO -ES. 1. PLANTINC BACkf1L_: 50% EXISTING SOIL, tO q _ /� q IN COMPOST, M XED THOROUGHLY f+:#y�l:�Llll>[9�rfllta' LANDSCAPE NOTES, °' � � v- GONItLR TREE 3. iF B&B AND BURLAP IS 1 �y GRFFN IN COLOR. REMOVE -.ifs. ` t% y ' ' s �``` 2x2 STAKE DRIVEN IPJIO SUBGRADE COMPLETELY BEFORE INSTALLING ` ''� ,�� � � T� SECURE STAkF 1-0 TREE W rLAVT, �= ` . s ' INTERLOCKING PLASTIC TIE DRAWING SCALES: 1:20 FORM SAUCER WITH CONTIi"JUOUS RIM MULCT TO DEPTH SPECIFIED MULCH & TOFSOIL OR IN LANSCAPF_ NOTES ` .x AMENDED BASE, R--FER TO IS "' """' i911gl�gIII�II�IN f NOTFS FGR DEPTH w D&B: REMOVE ALL WRE ► Z W AND BURLAP OFF OF I I—III— r I I i -I I I I TOP OF P,OgTB LLL 0 0 0Z � F-4 EXCAVATE PIT TO DEPTH CF ROOTBHLL OR POT. 02 SCARIFY SIDES AND BOTTOM OF P T, BACKFiL WISOIL _ MIXTURE INDICATED IN NOTES, E `�E P ('----2"R E E N TP, EE STAKING % TAMPPJ10'+RLEMM .A R Po VFTS PI_ANTk DETAII 1101M. , 1. PLANT'NG BACAFILL: 50. EXISTWC SOIL, 50% 114 MINUS COMiPOST, Mi?CED THOROUGHLY 2 J C7tiMULCH , YPE SEE ArJ©SC--APE "JOILS. .3. If B&B AND BURLAP ;S DECIDUOLIS TREE GP.EFN IN COLOR. R'EJ41G•VE iLi c iNTFRL0C'CING PLASTIC TREE T+E.S COMPLETELY 8EF0,TE INSTALLING (,) OR AGENCY APPROVED EQUAL '( � 2X2 OR 2" 91A. SNOOD STAKES DRIVEN INTO SUBGRADE OR SIM. METHOD I-GRM SAUCE? VlIF1 c, D CONTIN110t1S R,M EPSDE PROPER SUBBASE 3" MULCH TOPSOIL OR AME OLL) EXISTS, CLEAR ALL BASL, REFER TO LS CONCRETE AND OTh.EP � , - rjNGTE5 FCR FE EPTH 7ESR15 FROM PtANIER IPIOR TC BACKFILLICJG�Y- i—i E,V 8&5 r�LMOVE ANDF3LarsTIrrc -.�—� I �-=I i 1--: I HEI I I.-- I I tit P AP OFF of TOP _ 4=4 I- OF RDOTBJtLL -- SCAPIFY SIDES QF - PIT, IVrTh sOIL MIXTURE INDIC;A"ILli IN THE NOTES IN 9" 2 X BALL DIA. LAYERS. WATER AND TAMP TO REMOVE Alf? 'POCKETS & Si/-Al ���f G F Ta )IL GENERAL LANDSCAPE NOTES 1. Glontractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor Shall conted Line Locators (800) 424-5555 d min. of 48 hours prior to any digging or trmching. H there are any discrepancies with softfing lines and tam, it is the oontractar% responsibility to contact the landscape architect and request a site visit to address the conflicts. ts. Contractor shall comply and conform to any and all local and state code* for work, schedules and any otheir projsct related requirements, 2. Scope of work shat l include any and all sped and unspecified but related incidental warts to achieve the design indicated on the landsove plans. All labor; materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the gartered contractor or owner. 3. Contractor to verify all sub grades are sept below required amendment's to insure the fetrshed grade will match what is intended by civil or drainage design. All sub grades arat finished or final grades shell be graded to drain to the designed drainage system with positive drainage away from at I structtm.. 4. Geadr f ira5en- All planting areas shall be dreamed of all construction and native debris, rocks 12 and larger, and any other omits c ldered harmful to plant fife. The debris shall be hauled off site. All planting bed areas shrall terve the soil ratcAlled to a depth of 6 intim prior to topubil installation. Laren Amnia to receive a min. 4" layer of sandy kin topsoil (3 -wary mix or equivalent) free of weeds, sticks, rocks, and o0w debris. Planting tied Areas to receive a min. ir layer of sandy loam topsoil (3 -way mix or equivalent) hm or w ends. sticks. rocM. and other ditns- Triee and Shrub Planting: Shall occur per the defails. 5. Mutcideg: All tree pits to receive a minin u, of 30 depth of medium !prod herniflr type bark mulct. All planting areas with groundoover shall rieceive a min_ of 3' depth of organic compost mulch. Top of all Mulching stroll be W below - fk mh 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 bop of landscape surface. 6. Contractor shall field layout all plant material and contact the landscape architecrt for a site visit to approve the layout Any field modifications shall be dorms by the landscape architect prior to planting. 7. Gontraclar shall Immediately notify the general contractor of arry poor drainage condition in landscape areas. No standing water shall be permmittad in any landscape areas - eithw on the surfim or below the topsoil. 8. At trees must be staked as necessary to as to maintain material in a healthy, Vigorous growing condition. 9. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and inigatiom worts shall be parforined by experienced parsons familiar with scope of project. 111 149 landscape material and labor Is to be guaranteed for a period of one full year from the time of completion. 11. When planting 'Balled and Burlapped' product, gently place root ball kr prepared hole with burfap *till on to root ball. Remove all wire from any EI&13 plant material, cut jute strings and roll burlap vff tap of root ball, If burlap is green in tactor, carefully remove the entire burlap beg and all binding from the root ball. 12. Plant material selected is drought tolerant or native speces. The owner shall be responsible for maintaining and watering all paint material throughout the first growing season and in times of dr+ough LThe project proponent shall ensure that a minimum of one (l) inch of water is supplied each week to the planting areas between May 1 and October 15 for a least the frost two years following initial planting. The calculated arnount or required water shall indude both natural rainiall and temporary irrigation. PRELIMINARY rr LANDSCAPE , 1--2117-v 41 EXISTING TREES TO BE RETAINED (3) BEEN PARKING I FROM sTREET r rJ TREES SYUWL QTY DESCRIPTION SIZE C O e well kting rt �} Makollialus WmsM'SdWdtmW Z CAL. Golden Ralndrgis Cmbfpb eel, Braranlg owenwipmr *well IF HT. MIL Mayland guess Well FMW -i- t VbumLm p_ t'spri2 gal. tt'm. S1 Spring9 b Arclostophyllm wa ural 1001. Pot OC lonnicidMnnick t� U @ 24V Sunmaric shadow seed Wx: 20% Amazing Perennial Ryagaass 20% Nobility Peremial FoWrass Of 20% Lrvlgri low a Chawings r � Renton 20% SSk eehheendge H" r=68ctreCre"rg Red e8cxu9 I r7dr i (�lv'Sion Sunvft Seek -sella -214-7= JAN 19 2010 1 Ra%,ded PIMUC V Picnic ratl+s Notu 4 By Des1g1 1 landscape Ar+chitcdum N44 253.460-6067 I NO A OMM MM", 191MUSC WA $6 {66 UN , REVISiONS a. IMMSM SITE PLM DRAWING ISSUED FPR AGENCY' REVIEW DATE: JANUARY 19, 2010 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT , KATHERINE OWENS CERTiFICATE NO. 692 RROIECT Nth.: 1042 FILE NAME: i 002L'SB X�-REFSi: PETR'itl DRAWN Br.- KLO CHECKED 8Y KLO PLOT SCALE; 1:1 DRAWING SCALES: 1:20 W w Z W 0 0 0Z � F-4 P4 02 UN , REVISiONS a. IMMSM SITE PLM DRAWING ISSUED FPR AGENCY' REVIEW DATE: JANUARY 19, 2010 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT , KATHERINE OWENS CERTiFICATE NO. 692 RROIECT Nth.: 1042 FILE NAME: i 002L'SB X�-REFSi: PETR'itl DRAWN Br.- KLO CHECKED 8Y KLO PLOT SCALE; 1:1 DRAWING SCALES: 1:20 DRAINING CONTENTS PRELIMINARY LANDSCAPE PLAN DRAWING NO.: L 1 ■ 1 F 1 SHEET INDEX SHEET C1.0 COVER SHEET SHEET C2.0 GRADING & STORM DRAINAGE PLAN SHEET C3.0 UTILITY PLAN SURVEY REFERENCES R.O.S UNDER RECORDING NO. 8202189010 R.O.S 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. # 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 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 RCVV. 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. 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 • BEFORE i DIG 1-800-424-5555 _ UMPSTER ENCLOSURE f� APPROXIMATELY 198 SF f_ -X. -; P�-- i; � C , CIO Him cra p q 11w 0, A I illillilkvvmt I it COVER SHEET A POR TION OF THE NW 1/4 OF SEC. I8, 'CWP. 23 N., R GE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON \y LirdE / ,CALLS llirLD TO p �J PROJECTINFO OWNER/CLIENT: ENGINEER: MITCH BRAMLITT PETRA ENGINEERING, LLC AUTOZONE STORE 2602 N. PROCTOR STE. 205 DEVELOPMENT TACOMA, WA 98407 DEPT. 8320 TEL: 253-752-7617 123 S. FRONT STREET MIN. LOT DEPTH: MEMPHIS, TN 38103 SURVEYOR: ANCHOR WIRE PRIZM SURVEYING 65% OF TOTAL LOT AREA PO BOX 110700 50' TACOMA, WA 98411 EXISTING STORM DRAIN MANHOLE TEL: 253-404-0983 PROPOSED STORM DRAIN MANHOLE FAX: 253-404-0984 f a Ai D N PROPOSED PROPERTY p LINE (TYP.) i c EXISTINGEXISTING PROPERTY 6 /-ROCKERY WALL LINE(TYP.) ia11 c Nuumr-oo. I /D YCNIIWCt[ HVCIVUC JUU I h -----,350`---- 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 ANCHOR WIRE FOR BUILDINGS: 65% OF TOTAL LOT AREA MAX. BLDG. HGT.: 50' SETBACKS: EXISTING STORM DRAIN MANHOLE -FRONT YARD: 10' (SETBACK MAYBE REDUCED TO 0' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) -SIDE YARD: 10' (SETBACK MAYBE REDUCED TO 0' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) -REAR YARD: O' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE PARKING STALL: -STANDARD STALL: 9'x20' -COMPACT STALL: 8.5'x16' -HANDICAP STALL: 8'x20' (WITH SIDE STALL) PRELIMINARY NOT FOR ;ONSTRUCTIOl Yom., 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 89°03'07" 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 1105'23" 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 11005'23" 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 8933'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0026'23" 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 02°18'49" EAST, 200.02 FEET; THENCE NORTH 89°51'11" 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 89028'32" 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 SURVEY NO 197 1/2, JANUARY, 1909; THENCE NORTH 08°32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 8952'13" 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 02°18'49" EAST 275.02 FEET; THENCE NORTH 89°51'11" 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 RECORDING NO. 4018280; 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 02°18'49" EAST, 200.02 FEET; THENCE NORTH 8951'11" 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 0632'49" EAST 50.32 FEET; THENCE NORTH 89°51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91 ST AVENUE SOUTH, FORMERLY COUNTY ROAD; THENCE SOUTH 10°50'46" WEST, 50.88 FEET; THENCE SOUTH 89051'11" EAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. �)VWA.9 0 0 37399 ZONAL' a 'ty If Renton Plr-9nninz U g Divi ion W JAN ]9Zj?1000 zo r � SHEET I OF 3 cl r 0 EXISTING CONTOUR -----,350`---- PROPOSED CONTOUR CLEARING LIMITS TELEPHONE RISER -6- FIRE HYDRANT m WATER VALVE -O- UTILITY POLE E- ANCHOR WIRE QS EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE O EXISTING STORM DRAIN MANHOLE O PROPOSED STORM DRAIN MANHOLE ❑ EXISTING CATCH BASIN m PROPOSED CATCH BASIN X FILTER FABRIC FENCE - SS - UNDERGROUND SANITARY SEWER LINE -SD- UNDERGROUND STORM DRAINAGE LINE - W - UNDERGROUND WATER 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 89°03'07" 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 1105'23" 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 11005'23" 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 8933'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0026'23" 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 02°18'49" EAST, 200.02 FEET; THENCE NORTH 89°51'11" 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 89028'32" 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 SURVEY NO 197 1/2, JANUARY, 1909; THENCE NORTH 08°32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 8952'13" 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 02°18'49" EAST 275.02 FEET; THENCE NORTH 89°51'11" 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 RECORDING NO. 4018280; 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 02°18'49" EAST, 200.02 FEET; THENCE NORTH 8951'11" 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 0632'49" EAST 50.32 FEET; THENCE NORTH 89°51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91 ST AVENUE SOUTH, FORMERLY COUNTY ROAD; THENCE SOUTH 10°50'46" WEST, 50.88 FEET; THENCE SOUTH 89051'11" EAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. �)VWA.9 0 0 37399 ZONAL' a 'ty If Renton Plr-9nninz U g Divi ion W JAN ]9Zj?1000 zo r � SHEET I OF 3 cl r 0 PROJECTINFO OWNER/CLIENT: ENGINEER: MITCH BRAMLITT PETRA ENGINEERING, LLC AUTOZONE STORE 2602 N. PROCTOR STE. 205 DEVELOPMENT TACOMA, WA 98407 DEPT. 8320 TEL: 253-752-7617 123 S. FRONT STREET FOR BUILDINGS: MEMPHIS, TN 38103 SURVEYOR: 50' PRIZM SURVEYING �S PO BOX 110700 10' (SETBACK MAYBE REDUCED TO 0' TACOMA, WA 98411 ( v Q:4 TEL: 253-404-0983 O FAX: 253-404-0984 SURVEY REFERENCES R.O.S UNDER RECORDING NO. 8102189010 R.O.S UNDER RECORDING NO. 91307219010 R.Q.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. # 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 SPECIF=ICATION 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 OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)6, 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. GALL 48 HRS BEFORE YOU DIG 1-800-424-5555 A UTOZONE PROPERTY NEIGHBORHOOD DETAIL MAP 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 CITY OF RENTON BOUNDARY', ui �sr d t i d i d i t t NEIGHBORHOOD DETAIL MAP m nkTIM.A3 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 m FOR BUILDINGS: 65% OF TOTAL LOT AREA MAX. BLDG. HGT.: 50' SETBACKS: �S -FRONT YARD: 10' (SETBACK MAYBE REDUCED TO 0' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) -SIDE YARD: 10' (SETBACK MAYBE REDUCED TO 0' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) -REAR YARD: O' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE PARKING STALL: -STANDARD STALL: 9'x20' -COMPACT STALL: 8.5'x16' -HANDICAP STALL: 8'x20' (WITH SIDE STALL) SYMBOL LEGEND ® Q ^ II EXISTING CONTOUR - - - - - 350'----- PROPOSED CONTOUR oO CLEARING LIMITS TELEPHONE RISER -6- FIRE HYDRANT m WATER VALVE -0 UTILITY POLE E- ANCHOR WIRE �S EXISTING SANITARY SEWER MANHOLE z Q PROPOSED SANITARY SEWER MANHOLE ( v Q:4 EXISTING STORM DRAIN MANHOLE O PROPOSED STORM DRAIN MANHOLE ❑ EXISTING CATCH BASIN PROPOSED CATCH BASIN X FILTER FABRIC FENCE - SS - UNDERGROUND SANITARY SEWER LINE - SD - UNDERGROUND STORM DRAINAGE LINE - W - UNDERGROUND WATER LINE c_ 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 8903'07" 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 11005'23" 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°05'23" 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 8933'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0026'23" 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 89°33'37" 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 02°18'49" EAST, 200.02 FEET; THENCE NORTH 89°51'11" 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 89028'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89051'11" WEST 156.11 FEET; THENCE NORTH 06°32'49" 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 SURVEY NO 197 1/2, JANUARY, 1909; THENCE NORTH 08°32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89°52'13" 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 0218'49" EAST 275.02 FEET; THENCE NORTH 89°51'11" 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 RECORDING NO.4018280; 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 02°18'49" EAST, 200.02 FEET; THENCE NORTH 89051'11" WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 8951'11" 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°32'49" EAST 50.32 FEET; THENCE NORTH 89°51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD; THENCE SOUTH 10050'46" WEST, 50.88 FEET; THENCE SOUTH 89°51'11" EAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. z 0 CL U Ld 0 PRELIMINARY NOT FOR ,ONSTRUCTIOI 19m �+Lu ® Q ^ II r< u'j ccn'� oO N_ N z Q m Y ( v Q:4 Q col- 7 Ity/ of Ren i_;,. lanning Divisio w IAN 19 20101 zU J ECEOV O O 0) O Q 0) o O SHEET I OF I cl 0 0 /__ ,• PROPOSED STORM FLOW STATION STO PROPOSED STORM PUMP STATION DISCHARGE I W r .., _, , __.. ,_ J / le � ._ L - ,. _ _ �� / s._..(,. I ' 412.95. " i i / - i i �� \ t d , ;. :1. % i " : , ' ' - * ';' ® o __,, i"""' I�\�� -/. -*' .. .r . / _ _/' i '% .fit .+ 1 1,� f/ i // /. �'-/'_ • • � • � . , . * '� / I / // Feb 07, 2010 9:49:33 AM ng: J:\15093201 WONDERLAND ESTATES\04_PROJ DOCS\09_APPLICATION8\CA-SP-ER APPLICATION MATERIALS\22-FLOOD HAZARD DATA\FLOOD HAZARD EXHIB (DIESEL evaluation failed) HUI] r "[21KING� got NT HOUSIVG A[JITHORITY WONDERLAND ESTATES, CITY OF RENTON, WA 14645 RENTON-MAPLE VALLEY ROAD FLOOD HAZARD EXHIBIT SCALE (IN FEET) C �a y\ Da 25 50 100 R DRAWING NUMBER: I OF 1 I �� I " ,"I - -1/ __,, i"""' I�\�� _ I: i I EXISTING I TING ASPHALT � 11 I i",�� . : I ' _ \ ,. I SURFACE ( ) ® I 11 ii 11; I' � ._,� _ s t =. I I , 1 -� ;I � �, —.�" �p - p\ . - �o CONCEPTUAL NEW _ .. I �� .."., 11,, .I -T ST©E3M CONVEYANCE � - . I i ' i '! ✓I �, ",� SYSTEM (TYP) �' ' p I 'It ___ : L. , , sr ,. , ----._ I , _ , I Ii i \O , .. ,2 „ "/ N� I 1 I i ,,: :, __ I I _, ; - �-• iv r 1 t . ;1 E `, III'; :' f a r `gip �(f til , --, .. ' - E. � L "` .. I ,I , 70� it 9 l " '" _ . 1 ;,. " , -_-' '" - I [---,- 1 , . s, Q ; ,: 0 , - cq Z j , i A If , „ , ,,, I — -.. / ._ -' 11 :44 ! ,. ., , - p� ! 5 �� If I ; 1 I _ t �O� j" '' J \/ ' , ., j i I I L r ,, nQ a - II .._ _ . ,. - I 1 ' : a , _,',', -.., ,/ // '. /� V— ... - — , _ �, _ L ,`, , \ , : , \, --- -�, I pp� yG I \`�' \ , \ �\ /* E I _I 1_ .� vv j r 115-- _ -- _ �_ �� V --- �/ -- -- v /� __ __ .: _ _ _ p ,-n_vv ,:- , _ ` 12-0----------� \. i ' \ _, s _ - _ . --- ._� I , I-, - -_: __. _ \ \ c.\ \ v _. i b, , 1 _.. I I i iI I 125 \ \— I '. 1. __ _ - _..- „ ... , ... ,: I 130 \ — - �' 17\ -- - \ \� t11 - 135 __ ,_--- _ . —. ,, ._ -" - __ --. 1 .. - ------ \ \\ / / 140 — _ �— _ / \_' Ji \ / r\� / r I ° i 145 _ _.- -- -- \ \ \ \ /' r _ I / / / I I' - __— I ''11 _- v v, v v , v� v s- \ a , I ,` _ - F ii"\ \ 4 14 \\, \ v , v _ v v. v \ „�� _ ._,fr I I � � v v \ \ - �� v v v; A \. v I .- �' \ � , . vvvv .vv \ \ \�1 �,,� I I I m \' V AV I A\ _ — it ' ' — ,ij \ - 1111 \ \\, r� \ - .\ ��' \ \\ \ \ _ __ ` ,ji 1 I1 Z ,, '. �" ". I I f I I:: \\ \\ . \\. I " I \ \ \ \ „r, , I t __._ :;:, II _ I \\ , \\ `� ,` , t' : �_ .-. I I," i ,Ii i CITY OF RENTON i\-- -N\1\: \.' .,. \\ t _ I 1,I o I, II ;i i , :N POND OV OVERFLOW \ ,`` \\ \\ .�, - L '-_ ,`\ , , I I i . i illi DISCHARGE - I .it1 I _\ v v rev �_ _ _ `I i '% \\ \' \ \,\ , 22 352• `\,. \\'' \\\ I 1 __ —�� I i I V„%/ .. ('39:90---- I 89�2�0�.W '• Y, —_N7539'5- 119"W `. \ \ E \ \ \ \ , \ , , 1 ( , . . I ', \ \ t i —_ :; /' /. NOTE: \ \,: .ice �- I ( ", / " / \,,.\ I \ I 117 , /' ` \\ \( \ ( ' i II tl CITY OF // /, 1. NO DEVELOPMENT PROPOSED WITHIN FLOOD ZONE. \\ w` i a I 1 /� RENTON ,' \\ o , i i POND ��;/ 2. VERTICAL DATUM: N.A.V.D 88. SITE TOPOGRAPHIC SURVEY DONE \`" r I I / \ ''. .; ' I =', ' CITY OF RENTON 13Y OTAK, INC. i;,, I; \ \' z I ' /rq POND PRIMARY \\ \\ ; { " I\ ` / �' DISCHARGE TO 3. ,APPROXIMATE FLOOD ZONE PER FEMA FLOOD INSURANCE RATE I I;'.� 1 ` / i ` ` \\ ` i' MADSEN CREEK MAP (FIRM) NO. 53033C0984K. NO EFFECTIVE DATE. i i w i , r;/ / \ \:. /r, 1 ( /, / � . ; ,,; 4. ZONE A - NO BASE FLOOD ELEVATIONS DETERMINED. SFHA IS I I o ; . I 11 "" l .' l I, ' ` I t: /N ,; 1 I ,l,11 1\ SUBJECT TO INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD I I: / \ ' I I /Ij (100 -YEAR FLOOD). i�''11" �1,�`T, '�I'11 II '' Iy v I �, \ I 5. MOBILE HOME UNITS' FLOORS ARE APPROXIMATELY 3 FEET I ,,�, I, `I \ ` I ` ABOVE GRADE, 1 I',;�,- I` 1\ ' \� (I"., J, I'Itf"/ ,/ � ' t i, /, I `i . I /;" I'i///,, y t s�* 4 6,'gsg��'3,t J-�'z; 5... tr , g11 ju�T"}�f.ry \ 'T T, Feb 07, 2010 9:49:33 AM ng: J:\15093201 WONDERLAND ESTATES\04_PROJ DOCS\09_APPLICATION8\CA-SP-ER APPLICATION MATERIALS\22-FLOOD HAZARD DATA\FLOOD HAZARD EXHIB (DIESEL evaluation failed) HUI] r "[21KING� got NT HOUSIVG A[JITHORITY WONDERLAND ESTATES, CITY OF RENTON, WA 14645 RENTON-MAPLE VALLEY ROAD FLOOD HAZARD EXHIBIT SCALE (IN FEET) C �a y\ Da 25 50 100 R DRAWING NUMBER: I OF 1 169) BURLINGTON NORTHERN RAILROAD (ABANDONED) \ .__.... PARK EN 4' CHAINLII�K FENCE ..... ...... / ,w 1. TOTAL SQUARE FOOTAGE OF SITE = 531,867 SF IN 2. TOTAL EXISTING BUILDING/STRUCTURE AREA (CLUBHOUSE, TOOL/UTILITY SHED AND LAUNDRY FACILITY) = 4,400 SF 3. TOTAL PROPOSED BUILDING/STRUCTURE AREA (LAUNDRY FACILITY TO BE REMOVED) = 3,800 SF 4. MAXIMUM AMOUNT OF MOBILE HOMES AT BUILDOUT (108 UNITS x AVG 900 SF) 97,200 SF \ 0 5. TOTAL EXISTING IMPERVIOUS SURFACE AREA OF SITE IMPROVEMENTS = 240,320 SF 6. TOTAL PROPOSED IMPERVIOUS SURFACE AREA OF SITE IMPROVEMENTS = 232,140 SF \ ` Z 0 ��� i 7. EXISTING SITE IMPROVEMENTS LOT COVERAGE = 47 PERCENT 111011M� 8. NEW SITE IMPROVEMENTS LOT COVERAGE PERCENTAGE = 46 PERCENT I i; f uls 9. PERVIOUS/ONSITE LANDSCAPING AREA = 202,527 SF 10. ON-SITE CRITICAL AREAS: \ i i'\ \\\\.\\\\mm �\ CAITEGOR III WEY 1,650 SF TLAND ON SITE, BUT THE PART OF THE WETLAND OUTSIDE OF PROJECT AREA WAS NOT DELINEATED \\\�0�\� \\ \\ STEEP SLOPES ON-SITE BUT STEEP SLOPES OUTSIDE OF PROJECT AREA WERE NOT DELINEATED \ �� \ 110M, \ ,a I \�\\ \� "M I\� 11. MAXIMUM BUILDING HEIGHT ALLOWED: 30 FEET. NO BUILDING PROPOSED \ I .. 12. NUMBER OF EXISTING/PROPOSED PARKING STALLS, EXCLUSIVE OF INDIVIDUAL MOBILE HOME PARK SPACES = 32 STALLS I �� 13. NUMBER OF EXISTING/PROPOSED RV PARKING SPACES = 12 \ �.. 14. EACH MOBILE HOME UNIT IS ALLOTTED 2 (TWO) OFF-STREET PARKING SPACES \ i. 15. THE CONTRACTOR MAY CHOOSE TO PROVIDE A TEMPORARY JOB SHACK ON AN EXISTING MOBILE HOME PAD, THE EXISTING TENNIS COURT OR THE AREA WHERE THE LAUNDRY ROOM WILL BE REMOVED \ 16. UNOCCUPIED MOBILE HOME SITES MAY BE USED AS CONTRACTOR'S STORAGE/STOCKPILE AREA. STUMP REMOVAL AND ASSOCIATED GROUND SURFACE LEVELING TO OCCUR FOR SITE RESTORATION O 17. BUILDING SETBACKS: EAST, • 10 F FROMNOR H SR 69 RIGHT-OF-WAY LINES LIINE 18. MOBILE HOME UNITS HAVE INDIVIDUAL GARBAGE PICK-UP SERVICE. THREE COMMUNITY RECYCLING STATIONS ARE \ ' LOCATED WITHIN THE PARK. (SEE PLAN FOR LOCATION) Feb 07, 2010 9:44'.09 AM ,q. J:\15093201 WONDERLAND ESTATES\04 PROJ DOCS109_APPLICATIONSICA-SP-EI(APPLICATION MATERIALS\10-SITE PLAN\SPO 50SCALE DWG FJ \15093201 WONDERLAND ESTATES\11 DESIGN CAI7\XRFFS\15099201VFTR-RDIINnn Rvrn Gl r -n4 nNinFR AN.nr TOTPQ nF 1i 121 x%jNG HU---wwIT OLLA�S I UNTY HOUSING IL, -T AUTHORITY WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD SITE PLAN LEGEND - EXISTING DIMENSION (FT) EXISTING PROPOSED DESCRIPTION IQ FIRE HYDRANT FAI POWER TRANSFORMER Ll CABLE TV RISER 0 E ELECTRIC METER -O- UTILITY POLE -n SIGN 0 LIGHT E- GUY ANCHOR 0 TELEPHONE RISER © POWER VAULT 4� UTILITY POLE W/LIGHT 19 TO 20 ASPHALT PAVEMENT MOBILE HOME UNIT BUILDING STRUCTURE ® NUMBER OF PARKING STALLS G=GUEST SPOTS RV=RV SPOTS — — WETLAND BOUNDARY — — — WETLAND BUFFER ROADWAY DIMENSIONS STREET NAME EXISTING DIMENSION (FT) PROPOSED DIMENSION (FT) SR -169 (WSDOT ROW) 115 115 PINE DRIVE 30 24 MAPLE DRIVE 33 28 OAK DRIVE (N -S) 30 24 OAK DRIVE (E -W) 33 33 BIRCH DRIVE (N -S) 34 TO 35 34 TO 35 BIRCH DRIVE (E -W) 60 60 ALLEY SOUTH OF CLUBHOUSE 19 TO 20 19 TO 20 15 FT WATER EASEMENT A.F. NO. 9811032000 15 FT SEWER EASEMENT A.F. NO. 9007121148 COMMUNITY RECYCLING STATION SEE NOTE 18 15 FT WATER EASEMENT A.F. NO. 9809080302 SCALE (IN FEET) 0 25 50 1100'"' DRAWING NUMBER: SPO SHEET: 1 OF 6 PARK ENTRY SIGN LISTING PUMP -ATION ;ISTING OFFICE/ .UBHOUSE TO -MAIN ISTING SHED REMAIN Feb 07, 2010 9:44:24 AM ,g: J:\15093201 WONDERLAND ESTATES\04_PROJ DOCSW9_APPLICATIONS\CA-SP-ERAPPLICATION MATERIALS\10-SITE PLAN\SP1-20SCALE.DWG (J:\15093201 WONDERLAND ESTATES\11_DESIGN CAD\XREFS\15093201VFTR-BOUNDARY. DWGI [J:\15093201 WONDERLAND ESTATES\11 DESIGP HUr-MLL)NMI1I &Rt KING COUNTY HOUSING AUTHORITY WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD SITE PLAN SCALE (IN FEET) i! ZTiij 0 10 20 40 S+rte o o P� JDRAWING NUMBER: SP1 SHEET: 2 OF 6 MATCH LINE, SEE SHEET SP1 LEGEND EXISTING IQ O SEM -o- SIGN LIGHT E- GUY ANCHOR 11 z © POWER VAULT UTILITY POLE W/LIGHT ASPHALT PAVEMENT LL1 LL BUILDING STRUCTURE ® : PARKING STALLS 0 RV=RV SPOTS - - WETLAND BOUNDARY - - - WETLAND BUFFER 0 o . 28, .. ..:.....:. PROPOSED 0� i w EXISTING w t Z W ........:. . LEGEND EXISTING IQ O SEM -o- e: Feb 07, 2010 9:44:29 AM wing: J.\15093201 WONDERLAND ESTATES\04_PROJ DOCS\09 APPLICATIONS\CA-SP ERAPPLICATION MATERIALS\10-SITE PLAN\SP2-20SCALE. DWG N: [J:\15093201 WONDERLAND ESTATES\11- DESIGN CADUXREFS\15093201 VFTR-BODNDARY.DWG [J:\15093201 WONDERLAND ESTATES\11 DESIGN CAD\EXHIS H _ff -ZOLL)V�s UI IL, -r 191 JNG COUNTY HouSING AtTITO ITS' 352.22 W WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD SITE PLAN SCALE (IN FEET) 0 10 20 40 DFIN�NG NUMBER: 1� S P2 SHEET: 3 OF 6 SIGN LIGHT E- GUY ANCHOR 11 TELEPHONE RISER © POWER VAULT UTILITY POLE W/LIGHT ASPHALT PAVEMENT MOBILE HOME UNIT BUILDING STRUCTURE ® NUMBER OF PARKING STALLS G=GUEST SPOTS RV=RV SPOTS - - WETLAND BOUNDARY - - - WETLAND BUFFER e: Feb 07, 2010 9:44:29 AM wing: J.\15093201 WONDERLAND ESTATES\04_PROJ DOCS\09 APPLICATIONS\CA-SP ERAPPLICATION MATERIALS\10-SITE PLAN\SP2-20SCALE. DWG N: [J:\15093201 WONDERLAND ESTATES\11- DESIGN CADUXREFS\15093201 VFTR-BODNDARY.DWG [J:\15093201 WONDERLAND ESTATES\11 DESIGN CAD\EXHIS H _ff -ZOLL)V�s UI IL, -r 191 JNG COUNTY HouSING AtTITO ITS' 352.22 W WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD SITE PLAN SCALE (IN FEET) 0 10 20 40 DFIN�NG NUMBER: 1� S P2 SHEET: 3 OF 6 MAPLE: VALLEY: HWY. (SR 169) DESCRIPTION FIRE HYDRANT POWER TRANSFORMER CABLE TV RISER ELECTRIC METER UTILITY POLE SIGN LIGHT GUY ANCHOR TELEPHONE RISER POWER VAULT UTILITY POLE W/LIGHT ASPHALT PAVEMENT MOBILE HOME UNIT BUILDING STRUCTURE NUMBER OF PARKING STALLS G=GUEST SPOTS RV=RV SPOTS WETLAND BOUNDARY WETLAND BUFFER Feb 07, 2010 9:44:34 AM v ng: J\15093201 WONDERLAND ESTATES\04_PROJ DOCS\09_APPLICAIIONS\CA-SP-ERARY.DWTION MATERIALS\10-SITE PLA ESTATESCALEDWG s'. (J. 5093201 WONDERLAND ESTATES\i1,_DESIGN_CADUCREFS\15093101VFTR-BOUNUARY.DWG] [J:\15093201 WONDERLAND ESTATES\11_ DESIGN_CAD\EXHIB KING COUNTY HUI'l I AqwZOLLARS HouSING AUTHORITY MATCH LINT, SEI- 5t1F--L- i 5r4 WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD SITE PLAN SCALE (IN FEET) IS 7 0 10 20 40 \�Il D s WING NUMBER: � SHEET: 4 OF 6 N CL U) LLJ Lu _ U) Lu Lu U) LLJ U MATCH LINE, SEE SHEET SP3 cc i LEGEND EXISTING PROPOSED DESCRIPTION IQ FIRE HYDRANT FZI POWER TRANSFORMER O CABLE TV RISER 13EM ELECTRIC METER -0- UTILITY POLE -o SIGN LIGHT �- GUY ANCHOR ❑ TELEPHONE RISER © POWER VAULT UTILITY POLE W/LIGHT ASPHALT PAVEMENT MOBILE HOME UNIT BUILDING STRUCTURE ® NUMBER OF PARKING STALLS G=GUEST SPOTS RV=RV SPOTS - - WETLAND BOUNDARY - - WETLAND BUFFER V 0 W I ........ I ` _:_. 4 z I 35 j PROPOSED & EXISTING I COMMUNITY RECYCLING STATION Feb 07, 2010 9:44:39 AM ,g: J'.\15093201 WONDERLAND ESTATES\04_PROJ DOCS\09 APPLICATIONS\CA-8P-ER APPLICATION MATERIALS\10-SITE PLAN\SP4-20SCALE.DWG N \15093201 WONDERLAND ESTATES\11 DESIGN CAD\XREFS\l 5093201VFTR-BOUNDARY.DWGI [J:\15093201 WONDERLAND ESTATES\11 DESIGI KJNG COUNTY HUIIT~zou).v6 I Ho�usG AUTHORITY WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD SITE PLAN WING NUMBER: SP4 SHEET:) OF 6 MAP, OAD e Peb07,2010 9:18:05 AM wing: JA15093201 WONDERLAND ESTATES\04—PROJDOCS\()9 APPLICATJONS\CASP-ER APPLICATION MATERIALS\09-NEIGHBORHOODMAPiJEIGHBORHOODDETAIL Aok� y v jur Ir I I I I I KING f-,0UNTY HOUSING AUTHORITY TIT )7 -TX, f it"6117F NEIGHBORHOOD DETAIL MAP 14645 RENTON MAPLE VALLEY RD Se I! .ro'V ,4 PLE VALLEY Pl�-IFW18'19 D:vi-,,iorl I t �- m E'EC. 22 & 23 T 23 N1 R 5 ET W.R, f F� 411 i I R I k 14 OUT f z J 92.44 ; OVEr FLO . * o r :: � i rl r r a � • i '� i r w17• • 6.03 i • • . y� • . d I(D v t Ir i • �.; f � ! f i1 i � f k ki k! kl I 33 t 5 �7 f% Cif T I la- � =1 r< � �:H r i� 1 y i � • f w •• ♦ �r 19 M I filw I t �- m E'EC. 22 & 23 T 23 N1 R 5 ET W.R, ,._. _. ���. _nom �. ► Ir � rr a � � 3, (VACANT) 4. 5. r'M DRAIN d- STRUCTURE OTHERWISE s ; k � ea PIONEER PLACE VOL. 226, PG'S. 51-57 32 � 33 � `$ CONTRACTOR'S RECORD1. CONTRACTOR SHALL ANY FIELD DEVIATION ENGINEERINGRECORDS • CONSTRUCTION DRAWINGS AND TURNED OVER TO CONTRACTOR -CONDITION, —w-R.:e:..a . PIPE TYPE, SLOP ' D HORIZONTAL 6. QUARRY SPALL PAD: 5X5'Xl'MIN, EXTEND I'MIN ABOVE BEFORE YOU DIG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTION SCALE (,IN FEET) CROWN OF PIPE. 1 noo A AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO _0 _11+24-5555 CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM (AS 0 20 40 80 REQUIRED) SHALL BE INCLUDED IN BASE BID. SEE DETAIL A SHT UD102 TRACT F RECREATIO PEDESTRIAN A !! ESS .d 1 ! f F� 411 i I R I k 14 i i f z J SCALE:ift.r 1 e . * o 7 I z�� �1 d I(D v t Ir i • s RIM k � f k ki k! kl I 33 t 5 �7 f% Cif T I la- � =1 r< � �:H r i� 1 y i � • f M I ,._. _. ���. _nom �. ► Ir � rr a � � 3, (VACANT) 4. 5. r'M DRAIN d- STRUCTURE OTHERWISE s ; k � ea PIONEER PLACE VOL. 226, PG'S. 51-57 32 � 33 � `$ CONTRACTOR'S RECORD1. CONTRACTOR SHALL ANY FIELD DEVIATION ENGINEERINGRECORDS • CONSTRUCTION DRAWINGS AND TURNED OVER TO CONTRACTOR -CONDITION, —w-R.:e:..a . PIPE TYPE, SLOP ' D HORIZONTAL 6. QUARRY SPALL PAD: 5X5'Xl'MIN, EXTEND I'MIN ABOVE BEFORE YOU DIG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTION SCALE (,IN FEET) CROWN OF PIPE. 1 noo A AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO _0 _11+24-5555 CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM (AS 0 20 40 80 REQUIRED) SHALL BE INCLUDED IN BASE BID. SEE DETAIL A SHT UD102 TRACT F RECREATIO PEDESTRIAN A !! ESS .d 1 ! f F� 411 i I R I k 14 i i f z J SCALE:ift.r 1 e . * o 7 I z�� �1 d I(D N 4�i Ik l C � 08L \296,47'FROM y i W. 1/4 COR. I 1 r' sk 1 i f F� 411 i I R I k 14 i i f z J SCALE:ift.r 1 e . * o I z�� �1 �I t, I(D v t Ir i • s RIM k � f k ki k! kl I 33 t 5 �7 f% Cif T I la- � =1 r< r , �:H f N 4�i Ik l C � 08L \296,47'FROM y i W. 1/4 COR. I 1 r' sk 1 i i i I R I k 14 i i f z DJH SCALE:ift.r ri . * o X: v t r / i • s RIM k � f k ki k! kl I 33 t � =1 r< f s y i I t M I I � i I f i+ l 1 O: O: 1 � 0210811 DESIGNED: GS s.4 z DJH SCALE:ift.r ri . * o X: v t r / • a K t r< s O: O: 150932 0210811 DESIGNED: GS s.4 z DJH SCALE:ift.r ri . * o X: v t a t r s O: O: 150932 0210811 DESIGNED: GS DRAFTED:DATE: CHECKM DJH SCALE:ift.r . * o llm�" i I u ur"'I'l "'I"w""'ll, -4 c itY 4 ai 360 I, s J"* , ... i CVI 9 — .1 1 n1�ell I A r)flr- 4 Otlf-A An 1 r-- ni — e'l 11 \/C:DT IKII [=T npAvav ni.qrHAR(-,F lg,,oj gn I F ni — C.'R TYPE -1 r- 4"0 65 LF DI f- VALVE VAULT U) U) w 06 z 0 F-- z it w ry -DETAIL A G G OHL 4"0 9 LF DI 1 11 2. THE CONTRACTOR SHALL VERIFY, DIA., LENGTH, CONDITION CALL TWO WORKING DAYS PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL BEFORE YOU D ; IG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTI AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 1-800-424-5555 CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM (AS REQUIRED) SHALL BE INCLUDED IN BASE BID. SCALE (IN FEET)_ JQ !R-'zl 'd 2. THE CONTRACTOR SHALL VERIFY, DIA., LENGTH, CONDITION CALL TWO WORKING DAYS PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL BEFORE YOU D ; IG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTI AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 1-800-424-5555 CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM (AS REQUIRED) SHALL BE INCLUDED IN BASE BID. SCALE (IN FEET)_ JOB NO.: 15093201 DATE: 02/08/10 DESIGNED: VUL DRAFTED: MAF CHECKED: DJH C'ty f)f SCALE: ill = 10' Divi3ion DRAWING NO. lul D 1022" If W E cz� ,, It SHEET: of AY JOB NO.: 15093201 DATE: 02/08/10 DESIGNED: VUL DRAFTED: MAF CHECKED: DJH C'ty f)f SCALE: ill = 10' Divi3ion DRAWING NO. lul D 1022" If W E cz� ,, It SHEET: of �_ 223 A PORTION OF SECTIONS , T23N R5E , W.M. XREF LIST Ltscale: 20 Resolved i I WCLSEAL p S570Y220 PIONEER PLACE -------- VOL. 226, PG'S. 51-57 I ' I ' I � I / \ \ 28 I 29 ` 30 31 ( 32 I 33 \ IT 65' I 50, TRACT F 12' DI I i i IE = 99.66 2 -STORY I RECREATION & i LWOOD��,_BLDGTYP. PEDESTRIAN ACCESS l I ( ) \\ -_ CONC WALK r -------------------- 6' ' ------- ----6' WOOD FENCE 6' WOOD FENCE CED EM 1 i / \ \ \ EXPOSED SEWER LINE //� 18" III / 13'HI X 6" CONC POLE o -M_.__ P -� 6 \WOOD FENCE I 12" DI �l I F -�-^r- �^/P v IE = 99.511 ° > ••_ o:; 13'HI X 6" CONC POLE \\ CED EM EM CONC PAD W/SSCO C, D \SSCO."..\\ SSCO - ❑O ct SSCO (TYP.) SSC6 ' . SSCO 6—ED CED \\ I �i r \ \ STUMP \ STUMP /� STU AREA DRAIN 4" 4" `\ ° i STUMP ` ` ------ \ I \ \ / \ j GRAVEL GRAVEL ,/ E iI / rn \ \_ STUMP RIM = 98.91 / (0 1 CONIC �\ 4" III / \ CONC CONC ��\ `.\ CONC CONC 4' CONIC OUT E IE = 98.11 CED ED CONIC \ .. -.. .\ •._ \-- � `4" CED ED GRAVEL SHRUBS "SPEED LIMIT 5 MPH" 4" 4' / G ARBORVITAE (TfP.) - - / SPEED BUMP '-99 / I STA. 13+00 STA. 12+00 — \\� TSTA. 11+00 (PK) (PK) �1 (PK) (PK) STA. 10+00 ' VJ --- PINE DRIVE ASPHALT OIL '''III' ILII" 5'HI HEDGE AREA DRAIN \\ D I \ RIM = 98.86 z i / 6GRAVEL CONCOUTEIE_97.86 � C)a! CED CONIC CONC .11n DECK \`�. \\ I., (� 4" CONC CONC y:� �� CONC CONC CONIC ti` s � 4Ep CA. ,yn" a v -. 1; a ..� t EC / it \ x GRAVEL I SSW 6' ������� \ -t (�.� CED SSCO / g:< Ii `� SSCO SSCO o SSC SCOnSSCO\\ co 11 V �\\'::: y=; SCO SEM AREA DRAIN RIM 1 �14�QHED SHED RIM = 99.12 /� 8" PVCE IE = 95. CONC PAD W/SSCO®13'HI X 6" CONIC POLE + 6" CONC OUT N'IIE =,98.17 4" PVC INW IE = 95.9 � � (TYP.) EM vv 111,1+,� I POROPANE TANK 6" CONC IN W IE 98.22 4" PVC IN S I� = 95.94 i p vv LJ._I I / I PROPANE TANK `\ HEDGE :," ^iP I SHED I \ I I ❑ \ \ NO PARKING ANYTIME° i I KING COUNTY \\ PROPANE TANK � � w„ D O \ CONTR L PT. UG EN0. 3 60 STOP AR ,..� `�-------OHI- Strr' fyy Iu' SHED = ' sHED �III�1,1„I,I PUGET S�}UND ENERGY ES�ii-T�."- _ `\ T - �p iF 13'HI X 6" CONC POLE \ 11iu1 A.F. W.I 9406030824 / 296.47 FROM ,� \ I ASPHALT - =�- -- I; I W. 1/4 COR. y� CONIC tili�y rr Sap/ vv "B' STO Q CONC ��G,,. 1 10 ”, cn iI'; RAMP` cn� , STOP BAR o CONC LAD „, \ 11'�"; CONIC CONIC -- ,'� CONC - \ ' � \ cn DECSI DECK GRAVEL 1"I"0' ' �2 T T DECK ^ SE - �11�t' I / 1 �v T 23 �� / �- DECK ri -'/ "SPEED LIMIT 5 MPH" // \ E- - ` ur \ o \ AREA DRAIN o , RIM = 99.96 12+00 a� STA. fig- m STA. 11 +00 4" CONC OUT NW IE = 99.11 STA. 10+00 _ a, STA. 13+00 - �, � — 3 - —= PK & ASPHALT /(PK) w \(PK) - (PK) MAPLE DRIVE c > cia / SD CB \\I -o \\ Q RIM = 99.75 u m / / STRUCTURE NOT MEASURED \\\ o r CONC WALL ---- \ p AREA DRAIN \ / \ / i --. RIM = 99.93 \ \ 4" CPP OUT NW IE = 99.15 C) Q Q \ wDECK SHED CONC i mom` UG \\ j W DECK CO o CONC CONC I \ u' 13' hI1 X 6 r' "' +^ o C\2 CONC POLE \ Cp �. \ STOP BART I � i � ,. STOP AR ` o z GRASS \ CONIC t,r m, SHED v 13'HI X 6" CONIC POLE SDMH I / � I i - SD— S i �D 0-24 PUMP STRUCTURE r / RIM=100.90 I 2 PVC E IEI= 99.95 /SD CB E \ ® , 11, _ / SHED CANNOT D RMINE NOW WATER `� a Ln ' CABINET W/\\ELECTRICAL METERS ENTERS STR1 CTURE / ❑ �1 ys E \ �w, O rr I RIM 103.61 r PROPANE -TANK �..�_ � PROPANE TAN i 1 12" CMP OUT N 100.31 SHED LSHED oSSCO El O SEE PAGE 2 OF 5 0 SYMBOL- LEGEND 0 POWER TRANSFORMER o CABLE TV RISER OEM ELECTRIC METER ® CATCH BASIN o MAIL BOX ( CULVERT 83 WATER METER o UTILITY POLE 0 SIGN 0 SEWER MANHOLE q WATER BLOW OFF LIGHT GUY ANCHOR ❑ TELEPHONE RISER JQ FIRE HYDRANT M WATER VALVE 0❑ STORM DRAIN MANHOLE o SS/CO SEWER CLEANOUT ^� CONIFEROUS TREE ODECIDUOUS TREE © POWER VAULT UTILITY POLE W/ LIGHT — — — — EXIST. WETLAND DELINEATION ® EXIST. 40% STEEP SLOPE TOE ®, v 1 m � V) z v/ 1 w cn w Of w O z 0 Ca J � a U qj OL � a Z^( n C / U Q CL ® O—,0 z a a - � m N rLi 0 v CD CD o W Q C) ®, SD CB RIM 103.50 20' 0' 20' 40' HORZ. Incorporated SCALE IN FEET t0230 NE Points Dr. #400 ,C_',Jty of Kirkland, Washington 98033 Plannin�,i Cwr, ion. Phone: (425) 822-4446 FAX: (425 827-9577 Internet: WWW.Otak.COM A, �¢ ., J_ 31570 Project No. I . l�l_�Ka, a..W.-.�—....< �. Sheet No. ALL BEFORE YOU DIG 1--800-424-5555 Sheet 1 of 5 v 1 v/ 1 z 0 Q z Z^( n C / U CL ® O—,0 z CL N rLi 0 v SD CB RIM 103.50 20' 0' 20' 40' HORZ. Incorporated SCALE IN FEET t0230 NE Points Dr. #400 ,C_',Jty of Kirkland, Washington 98033 Plannin�,i Cwr, ion. Phone: (425) 822-4446 FAX: (425 827-9577 Internet: WWW.Otak.COM A, �¢ ., J_ 31570 Project No. I . l�l_�Ka, a..W.-.�—....< �. Sheet No. ALL BEFORE YOU DIG 1--800-424-5555 Sheet 1 of 5 XREF LIST Ltscale: 20 Resolved - WCLSEAL S570Y220-- A PORTION OF SECTION SEE PAGE 1 OF 5 S 22 239 T23N, R5E, W.M. E EM I CONC POLE ® ���� �ECK COC WALL �` c� w 3 DECK o - 2" PVC G SHED CONC 15259 a IE = 97.3 ` IE = 6.58 lro #15263 sHED �# ss a " - 6 CPP - SHED r IE = 98.55 -- Qg ASPHALT - WIBo CULVERT DECK, _r_ _ 15267 r - , 3' w - I t CONC / CONC'.' - - 1 �h CONIC STAIRS m /' --- \\ _ / M FIR --- 30" _ - AREA DRAIN j --- RIM = 99.47 AREA DRAIN , 6 CPP OUT N IE = 98.52 h i �,--�01- OAK DRIVE RIM = 101.00 STA. +0 m illlli STA. 13+00 RI CPP OUT N IE 100.00, STA. 11+00 ' t STA. 10+00 -�(PK) � (PK) - '�"----� -�(PK) -, '� _ i �(PK) ym� ASPHALT ---- \------------ ---- -r SSMH i - -- _ ---------- RIM 101.48 ii iI 8" PVC OUT E IE = 95.38 i „SPEED LIMIT 5 " 8 PVC 1N W IE = 95.53 k. ` - r � a�,,, 1, GRAVEL. r4 � � 6" PVC IN S IE = 95.58 i I I GRAVEL CONC h DECK s:'' 5�r " r; CONC CONCI, /'i IL1II1 Cp / ---- / _ IR FlR �, c� rF p N CONC 24 h!°" Gj 4 �� tri DECK a SSCOo SSCO \ �px 2 PVC 111 l r / / X14: k ,gin V Q / t IE = 99.7 SSW _ ,'STAIRS r§ .., g° " HE e -i F` _. \\J 1 ------ OSSC� J % 13'HI X 6� A SD-- ����� SHED � iii .5�� a. CONC POLE � � �v � TANK/> y SHED 1 ' 4 SHED � HOL °� _ ri 6" o o --------- -- - o o i I ri I \ 4' CHAINLINK FENCE SSCO ` SDMH I r i i II 18" -PUMP STRUCTURE 0 8 N RIM 101 52 1 -STORY 2" PVC N IE = 100.4 - Wr \ WOOD CANNOT DETERMINE HOW WATER ENTERS STRUCTURE i t r ' RECIPROCAL EASEMENT AREA BLDG. - A.F. NO. 981 1032000 r r t rT i i INSUFFICiNT DATA TO ACCURATELY PORTRAY SURFACE IN THIS PARCEL _ { ---------------\ U N P LATT E D\\\ rn `711- COR. 4 CHAINLINK FL -I -V, - POWER TRANSFORMER T 9 I I t ELECTRIC METER ® CATCH BASIN o I ( SSCO 1B WATER METER o a UTILITY POLE W SIGN O SEWER MANHOLE q WATER BLOW OFF D V) LIGHT \ SHED ❑ z n - FIRE HYDRANT N WATER VALVE Q❑ s o SSW SSMH Lii CONIFEROUS TREE I � DECIDUOUS TREE © POWER VAULT 10230 NE Points Dr. #400 s�CL nv,a AREA DRAIN EXIST. WETLAND DELINEATION \`\ RIM 104.06 Internet: WWW.Otak.COM FEI) .., r, fz1=i 31570 ' { IE ,' RIM = 102.24 Sheet No. 24" CONC OUT N IE = 84.41 _, 18" CONC IN S IE = 84.96 CONCti. Sheet 2 of 5 r, I I L1J - ___ 4" PVC OUT W IE = 101.34 12" CONC IN E IE = 85.01 U Q �� #15274.; r- \ 0 Z U) 1 -STORY 2" PVC N IE = 100.4 - Wr \ WOOD CANNOT DETERMINE HOW WATER ENTERS STRUCTURE i t r ' RECIPROCAL EASEMENT AREA BLDG. - A.F. NO. 981 1032000 r r t rT i i INSUFFICiNT DATA TO ACCURATELY PORTRAY SURFACE IN THIS PARCEL _ { ---------------\ U N P LATT E D\\\ rn `711- CONC DECK i 1771 POWER TRANSFORMER T 9 I I t ELECTRIC METER ® CATCH BASIN o MAIL BOX ( CONC 1B WATER METER o a UTILITY POLE W SIGN O SEWER MANHOLE q WATER BLOW OFF D V) LIGHT \ IE = 98.14 ❑ z n - FIRE HYDRANT N WATER VALVE Q❑ STORM DRAIN MANHOLE o SSW SSMH Lii CONIFEROUS TREE O DECIDUOUS TREE © POWER VAULT 10230 NE Points Dr. #400 s�CL nv,a AREA DRAIN EXIST. WETLAND DELINEATION \`\ RIM 104.06 Internet: WWW.Otak.COM FEI) .., r, fz1=i 31570 ' { IE ,' RIM = 102.24 Sheet No. 24" CONC OUT N IE = 84.41 _, 18" CONC IN S IE = 84.96 o Sheet 2 of 5 cn I I L1J - ___ 4" PVC OUT W IE = 101.34 12" CONC IN E IE = 85.01 U Q r- \ 0 U) `\ AREA D�AIN \\ b RIM = 102.60 6" CPP OUT N IE = 101.60 " c7 BIRCH DRIVEE _- \`- 3'H x 6' W BOX CULVERT ------3' --------- ® COR. A.C. PAVE. -5.0' S., 0.7' W. 65 ' COR. 4' CHAINLINK FENCE --- --W \\ jI -- Vv'----------- -- Vr ----_ - c _. _- '- 0.1 S., 0.3' W. 4' CHAINLINK FENCE BRICK WALL / 4' CHAINLINK FNC ------ - -_ - --------------- - -- -- - -- --- - _ --- ---- _--------- - - I ---- --------------- --------- -------- -- -------------------- - - -- ------------------------------- ------------------------------------------- - --..................... .......... -y ASPHALT - x- .---------------------- ----------------- -------------------....... .`._.^....._._.- - - - - - - - - _ _ r-.. - -- - - - - - - - - - - - - - - - - - - - - - .-... - - - , -SS�t __- ---- _. - ----- __ _- .......____�....... ... -- - .- K,•._......._......_.._....... _ - ............... J `. J�J SS S _ ___-SS --SS SS JJ J SD CB RIM 103.75 GRAVEL ___ - m!.-�.------- -�- ---- - - - - - - - - - - - .�.-...-.-.-..-.-.-.......-.-......-- ....-..-.-...... - _ - - --- _ - . LL �- _ --- - - - - - -- --�- _ .-..�.-_-....._. - --- - --- - »ti JY_ ___ _------------ _ _--- ---------------------------------_-__^________________---------------------------- U) --- _ -- r- _ __ __,__ ...... -------- ------------------------------------- - - - - -------------- -- --------------------- ----------- --- -- __-_ -"- ------------------------_- _ _ -----------_ _ --- -- ---------------I i �It 5 H x 8' W BOX CULVERT z _ ------ -- ---- - - ---------- ---- - - -------------- --- - ---- - ---- - --- --- --- _ y-+ �---- - ----------------------------------------------- -- ------ - ---------------------------------- -------------._-_---_----_ , - J -------..----.-.---. --- ----- -- CONC WALL ; -- SSMH i ha r t IE = 97.64 ur EDGE A.C. PAVE. -0.4 E. SSMH RIM 104.30 IE 97 ' I 4' CHAINLINK FENCE -1.0' E. RIM 106.22 18" CONC OUT N IE = 94.75 = .06 18" CONC IN S IE = 94.80 Lo 18" CONC OUT N IE = 96.12 18"CONCINS{E=96.22 t i 8"PVCINWIE=95.00 � t 8" PVC IN W IE = 97.32 t o UNPLATTED I o o t i T. L. 9021 SD CB n Q0 �t RIM 104.28 12" CMP OUT S IE = 10.98 i It Y r I r VI t l r t r t r a � I i i 0 �I0 0 a. 1 1 50' 50' SYMBOL LEGEND wl POWER TRANSFORMER LI CABLE TV RISER DEM ELECTRIC METER ® CATCH BASIN o MAIL BOX ( CULVERT 1B WATER METER -o- UTILITY POLE W SIGN O SEWER MANHOLE q WATER BLOW OFF D V) LIGHT GUY ANCHOR ❑ TELEPHONE RISER z n - FIRE HYDRANT N WATER VALVE Q❑ STORM DRAIN MANHOLE o SSW SEWER CLEANOUT Lii CONIFEROUS TREE O DECIDUOUS TREE © POWER VAULT 10230 NE Points Dr. #400 UTILITY POLE W/ LIGHT - - - - EXIST. WETLAND DELINEATION Phone: (425) 822-4446 FAX: (425 827-9577 EXIST. 40% STEEP SLOPE TOE z O z W m Q U D V) z� ®O z z n - W � Q , 20' 0' 20' 40' Lii L HORZ Incorporated SCALE IN FEET 10230 NE Points Dr. #400 } fil ty F Pv Kirkland, Washington 98033 Planninq °)ivisiOa Phone: (425) 822-4446 FAX: (425 827-9577 Internet: WWW.Otak.COM FEI) .., r, fz1=i 31570 ' { IE S2 Sheet No. ALL BEFORE YOU DIG 1-800-424-55551 Sheet 2 of 5 cn I I U Q o m Ld 0 DD CC z O z W Q U z� ®O z n - W � Q , 20' 0' 20' 40' HORZ Incorporated SCALE IN FEET 10230 NE Points Dr. #400 } fil ty F Pv Kirkland, Washington 98033 Planninq °)ivisiOa Phone: (425) 822-4446 FAX: (425 827-9577 Internet: WWW.Otak.COM FEI) .., r, fz1=i 31570 Project No. { IE S2 Sheet No. ALL BEFORE YOU DIG 1-800-424-55551 Sheet 2 of 5 _ I I XREF LIST Ltscale: 20 Resolved WCLSEAL S570Y220-- SYMBOL LEGEND POWER TRANSFORMER ® CABLE TV RISER SEM ELECTRIC METER ® CATCH BASIN o MAIL BOX ( CULVERT B3 WATER METER o- UTILITY POLE II SIGN O SEWER MANHOLE D cn WATER BLOW OFF LIGHT E— GUY ANCHOR ❑ TELEPHONE RISER W FIRE HYDRANT N WATER VALVE Q STORM DRAIN MANHOLE o SSSCCJO SEWER CLEANOUT i�_ CONIFEROUS TREE 0 DECIDUOUS TREE ® POWER VAULT UTILITY POLE W/ LIGHT — —" — - EXIST. WETLAND DELINEATION EXIST. 40% STEEP SLOPE TOE A PORTION OF SECTIONS 22 & 231 T23N, R5E, W.M. I 1 , 2 -STORY �\� -``, �`•'. \.``-`\`'.,`�� ., WOOD I I I I 6' WOOD FENCE BLDG.(TYP.) / \ r 3' WISE FENCE-�0.7 W. 0.2, W. N 75°39'59" W 3.00' 1 it ' Ill Ir i i ; 3' WIRE FENCE/ 0.4' W. 3' WIRE FENCE -1.5' E. \ 1 MECHANICAL EQUIPMENT / i ' / // / // / T -- UNKNOWN ' // / /I % A ' ,/ 4' WIRD/ FENCE / � 6' WOOD FENCE \ \ I I 1 /i 12" PROUMIN PANE TANK` I/ �l II � f \ I \ �III'll+l�l \ S� +I III / - I I I / /--WOOD ED \\ 13'HI X 6° \GONG POLE �. ,., SHED\ `\\ 13'HI X 6" CONC POLE 4 r¢II PROPANE TANK O ti I/ *C294" I I r /: / / / / / I , �` , \ PROPANE TANK l i l l i t e r // / / / I I �� / II , / / , / / 1 t A 3 WlRf7 FENCE -2.2 \E. \ .\ tl dl t I111SCO4� :>- \ EM SCO \ ,_EXPOSEDSEWER LINE �Uq STAIRS`SSCP55C�--26 I'I'',;, \ \;$,, — TUMP `' STUMP STORY gym` STUM� tS cS w I', ( ` I H`J_- CONC/A- \ F AME \\ sy' `j s' 2 fix..' / M "I\\ R , J8 �\ I\\\ \\ CONC CONC \ DECK ^/ A/ V —/! \ �\ \ \ s: \ ✓ "fic' q{i',,, DECK z I / / 1 / •/ / , $" A J I t v I DEG N, DECK v �IIIII14rll,u / I / ,/ 1 / � - , � {}��, t�.*, \ ry'N„il 16111 l l 1 / I l 1 l / I I I I I I IIrl+lI:1 / `/r / _ I / \ - \ � Id \ °f d _J \ I l 1 (l(f, y:1 I / / CJI I // / I/ i v ,F. GRAVEL AV �I��III�,IhlTlll," a2 I I (I I r r r 1 rli r I I: I I+ // I / v �.., l 1 141 r 1 1 1 I 1 I r 11 / // I I 1 1: 1, I i / t' // (/ ' \ Al PINE DRIVE II i III I i I I i iI r r I l i i 1 I 'r j •r.,/� // r, l /l l STA. 1+59.4 vv STA. 16+00 �`v TSTA. 15+00 \� PK i I — — — (PK) / � �- (PK) 1 1 1 iii'\III I 11 i t l l l l l l I, i,✓ / �! i7 +� 1 I I I r / I X - 1 1 11 11 I I I I I I I I I I i j I j 1 I( I I III V "S1ttRLET" 1 1 1 1 1 1 I I I °I I I 1 1 1 1 1 1 I I 1 1 I i r i rl ✓/ i i \ 1\ I \ I l t t 1 1 1 1 i I I I I l l 1 1 1 1 1 y l ( I I I I p J \ I 1 1 �_= • \ CONC CONC l ly li l 11 ��\ \ I I; -`• \ ,' DECK I l I I I I I I 11� I I r DEC \ r \ K DECK yrlil, CONC II t I � I I f I ( I/ / I I\ I S' t', Z 1 +i/j r I' I / !;• Y� I I C3F1 � ul O /lI 1 ,� ® S aj 4"tt'15 EM SSCO �/ \ SSCO a 2! 6 •..... :• \ #9 � ^' ^ \...... I /C I I r (l 1 1 z I \ t I CONC PAD W/SSCO \ 1 I r I 1 r l l I \ `I rj \ (TYP.),II X %/ / / ! / , � Il/ / ! ( l � I / ,' /' I I 1 �. / l l , I , 1 I ( F / / / � I \I ' \ � _ � Y h l � I ,t. h � IhI�I!I � / / / l/Ill // / / I / / / , / / 1 ( I ! I +; ( ( C k SHED Gj 7 I 1 I 1 : I\ I I tll 111 IIVI19'll'r it m I! !" SHED 13'HI X 6„ CABINET W/ ELECTRIC A MJERS / i / ,� ' / / /,/ / / 1 11 / / / I / / I / / l l / l / / . Jl 1 1 if ❑ CONC POLE \ \\ SHED � il- \\ ,4,M•.. �"- \\ IIIIfNullllh .r \ rV�PIIrIIIV l4';,, HED, \ , � \ �r IIID�I SII Y, Il i..l ASPHALT I I I SII \� \ SHED �4 71 SHED II 1 �dr = \ �II /, / / // r / / / / / , / , / `YJ / / / / /,.•• i. / \/a' \ f/ I/ ,//�/ /,' // I/I' / ,/ // / / //!/ i �,'/i'— l_�' // / / ••(,••�f'• / / / + / I I / \ i I I , II l I "' �7 �r \ rx� \\ �, Nllylll� ��, , // / / / I / ' / , / / , // / // /'/'�----'•'� / l / / I / f I ( ,i' I I , II I ��., \ �g'�; �� 'IIVI � I I,//I / �/ / I / / / / / / / // / // //IIIA/i; _-:�\1 /�' ,I I� II I / / / J \Iil i I I.. I� I 'I - -•^a r;: � \ - ILII U' , t�Nl I II At,laj+°il ,!INllil UA I � IISI IVI W CTo CONC Q0 GONG tlrlllr DECK 'P RMIT PARKING \QNLY" t \ I >n \ `\ `:? oP \ DECK n ; GRAVEL f' II ASPHALT 1 \I I GRAVEL / I I I I / / l "\; I I \ t\ \\` I\GONG AREA DRAIN ISTREET" / RIM = 111 X22 1 1 I ,, \ F / ,/ I/ �I / / / 6" PVC W II = 110.22 1 ` 1 1 \ ''' ;', ; �• ; / ;'' ' ' '' x _ r // , J/ 6" PVC E I \ = 110.22 i \ \'j06, 1 � 1 m STA. 15+00 �� , , ,- ____/ ' / / ' ', / ' / • _/ , , / / STA. 16�t73.7 �\ STA. 16+00 \ I — \ \ASPHAff AREA DRAIN ) (PK) (PK) / / w t]r(PK) --'/ //'/'/ ---- ' / / / / s/i / / / : RIM = 111.97 11\ ' ' / , , , p , 1 � � - MAPLE DRIVE -------- ' '// ; /� - 11. 6 PVC W IE _, 109.92 i \1 9'HI X 4" CONC POLE B-6, / 4" PVC .E IE =1 109.92 WETLAND DELINEATION / I I ( _^ / ,/ I ! / / / / l lJ i ; • , / .v % ; / l BY RAEDEKE ASSOC. \ \ 1 \ (5EF31f. 2006) LJ CONC Ln I/ \ I / IIII¢o-ll�;llll� ��•'''�B-5 / r:,' i i CONC DEC xCo ` °I DECK d! Ln �C1 { °al I v 1itlVilllltV \ CON( �J / / / 1 o SSCO \\ n r : W �gI CONCSSCO 0 LEI L.Li/�/ DECKv / 1 1 Q �'� � I r� � IIlrq�ll :Z4,�� , CD/ \ \ •.- / I I � 1� \ {'..: III ' 5� �a... -- / "_^ 'it •' < I� // I _ 13'HI X 6" CONC POLE1 13'HI X 6'1 CON( PROPANE dlll v ASPHALT VT+'I, r R / i NII TANKLIJ (yj v as J � i , II I L___ - �� SHE vy � °' �II�I�I��I� i Illi'�I'� �� SEM \ 4 SHED \ t SHED (V) \\\ oSS20 a.rll / I - ❑ SHED PROISANE TANK / ,<°;, / �l^gni"I r.�Nc i i p � PROPANE TAS` CABINET W/ ELECTRICAL METERS/ SEE PAGE 4 OF 5 C. LAS STA. 14+00 \\ ��� of WA �Cz AZ ASPHALT / o 29981 � — r \ � IDNAL LANA k \\\ J I m z 0 0 D cn V) Z \ i V) U Q W 0 � DECK r CONC I FACILITY \ w w Li0 CONC It cn J a Y o U� U a o m \\`` CDCD o W Q CLOTHESLINE Q o PROPANE TANK C5 / I / ,/ 1 / � - , � {}��, t�.*, \ ry'N„il 16111 l l 1 / I l 1 l / I I I I I I IIrl+lI:1 / `/r / _ I / \ - \ � Id \ °f d _J \ I l 1 (l(f, y:1 I / / CJI I // / I/ i v ,F. GRAVEL AV �I��III�,IhlTlll," a2 I I (I I r r r 1 rli r I I: I I+ // I / v �.., l 1 141 r 1 1 1 I 1 I r 11 / // I I 1 1: 1, I i / t' // (/ ' \ Al PINE DRIVE II i III I i I I i iI r r I l i i 1 I 'r j •r.,/� // r, l /l l STA. 1+59.4 vv STA. 16+00 �`v TSTA. 15+00 \� PK i I — — — (PK) / � �- (PK) 1 1 1 iii'\III I 11 i t l l l l l l I, i,✓ / �! i7 +� 1 I I I r / I X - 1 1 11 11 I I I I I I I I I I i j I j 1 I( I I III V "S1ttRLET" 1 1 1 1 1 1 I I I °I I I 1 1 1 1 1 1 I I 1 1 I i r i rl ✓/ i i \ 1\ I \ I l t t 1 1 1 1 i I I I I l l 1 1 1 1 1 y l ( I I I I p J \ I 1 1 �_= • \ CONC CONC l ly li l 11 ��\ \ I I; -`• \ ,' DECK I l I I I I I I 11� I I r DEC \ r \ K DECK yrlil, CONC II t I � I I f I ( I/ / I I\ I S' t', Z 1 +i/j r I' I / !;• Y� I I C3F1 � ul O /lI 1 ,� ® S aj 4"tt'15 EM SSCO �/ \ SSCO a 2! 6 •..... :• \ #9 � ^' ^ \...... I /C I I r (l 1 1 z I \ t I CONC PAD W/SSCO \ 1 I r I 1 r l l I \ `I rj \ (TYP.),II X %/ / / ! / , � Il/ / ! ( l � I / ,' /' I I 1 �. / l l , I , 1 I ( F / / / � I \I ' \ � _ � Y h l � I ,t. h � IhI�I!I � / / / l/Ill // / / I / / / , / / 1 ( I ! I +; ( ( C k SHED Gj 7 I 1 I 1 : I\ I I tll 111 IIVI19'll'r it m I! !" SHED 13'HI X 6„ CABINET W/ ELECTRIC A MJERS / i / ,� ' / / /,/ / / 1 11 / / / I / / I / / l l / l / / . Jl 1 1 if ❑ CONC POLE \ \\ SHED � il- \\ ,4,M•.. �"- \\ IIIIfNullllh .r \ rV�PIIrIIIV l4';,, HED, \ , � \ �r IIID�I SII Y, Il i..l ASPHALT I I I SII \� \ SHED �4 71 SHED II 1 �dr = \ �II /, / / // r / / / / / , / , / `YJ / / / / /,.•• i. / \/a' \ f/ I/ ,//�/ /,' // I/I' / ,/ // / / //!/ i �,'/i'— l_�' // / / ••(,••�f'• / / / + / I I / \ i I I , II l I "' �7 �r \ rx� \\ �, Nllylll� ��, , // / / / I / ' / , / / , // / // /'/'�----'•'� / l / / I / f I ( ,i' I I , II I ��., \ �g'�; �� 'IIVI � I I,//I / �/ / I / / / / / / / // / // //IIIA/i; _-:�\1 /�' ,I I� II I / / / J \Iil i I I.. I� I 'I - -•^a r;: � \ - ILII U' , t�Nl I II At,laj+°il ,!INllil UA I � IISI IVI W CTo CONC Q0 GONG tlrlllr DECK 'P RMIT PARKING \QNLY" t \ I >n \ `\ `:? oP \ DECK n ; GRAVEL f' II ASPHALT 1 \I I GRAVEL / I I I I / / l "\; I I \ t\ \\` I\GONG AREA DRAIN ISTREET" / RIM = 111 X22 1 1 I ,, \ F / ,/ I/ �I / / / 6" PVC W II = 110.22 1 ` 1 1 \ ''' ;', ; �• ; / ;'' ' ' '' x _ r // , J/ 6" PVC E I \ = 110.22 i \ \'j06, 1 � 1 m STA. 15+00 �� , , ,- ____/ ' / / ' ', / ' / • _/ , , / / STA. 16�t73.7 �\ STA. 16+00 \ I — \ \ASPHAff AREA DRAIN ) (PK) (PK) / / w t]r(PK) --'/ //'/'/ ---- ' / / / / s/i / / / : RIM = 111.97 11\ ' ' / , , , p , 1 � � - MAPLE DRIVE -------- ' '// ; /� - 11. 6 PVC W IE _, 109.92 i \1 9'HI X 4" CONC POLE B-6, / 4" PVC .E IE =1 109.92 WETLAND DELINEATION / I I ( _^ / ,/ I ! / / / / l lJ i ; • , / .v % ; / l BY RAEDEKE ASSOC. \ \ 1 \ (5EF31f. 2006) LJ CONC Ln I/ \ I / IIII¢o-ll�;llll� ��•'''�B-5 / r:,' i i CONC DEC xCo ` °I DECK d! Ln �C1 { °al I v 1itlVilllltV \ CON( �J / / / 1 o SSCO \\ n r : W �gI CONCSSCO 0 LEI L.Li/�/ DECKv / 1 1 Q �'� � I r� � IIlrq�ll :Z4,�� , CD/ \ \ •.- / I I � 1� \ {'..: III ' 5� �a... -- / "_^ 'it •' < I� // I _ 13'HI X 6" CONC POLE1 13'HI X 6'1 CON( PROPANE dlll v ASPHALT VT+'I, r R / i NII TANKLIJ (yj v as J � i , II I L___ - �� SHE vy � °' �II�I�I��I� i Illi'�I'� �� SEM \ 4 SHED \ t SHED (V) \\\ oSS20 a.rll / I - ❑ SHED PROISANE TANK / ,<°;, / �l^gni"I r.�Nc i i p � PROPANE TAS` CABINET W/ ELECTRICAL METERS/ SEE PAGE 4 OF 5 C. LAS STA. 14+00 \\ ��� of WA �Cz AZ ASPHALT / o 29981 � — r \ � IDNAL LANA k \\\ STA. 14+00 @(PK) , , ( — I,HCSIIVtI \YY� tLCl.l ltll,HL MCI CfCJ— Q \\\` ❑ 20' 0' 20' 40' HORZ. SCALE IN FEET I z 0 0 \ i V) U Q LAUNDRY DECK r CONC I FACILITY \ O 0 0 1-0 Lo Li0 CONC It \\`` 1 CLOTHESLINE I PROPANE TANK W CLOTHESLINE EM p \ 11 EMp Il w t I w It 13'HI X 6" CONC POLE (n \ \ a - - \\ CAI ®SEO J \ SSCO® \\ \ SSCO I GG\RAVEL ONC 1 CONGA CONC 1 1 I I \ STA. 14+00 @(PK) , , ( — I,HCSIIVtI \YY� tLCl.l ltll,HL MCI CfCJ— Q \\\` ❑ 20' 0' 20' 40' HORZ. SCALE IN FEET rt Incorporated 10230 NE Points Dr. #400 " y ` "ancon Kirkland, Washington 98033 Pl,arinIng Division Phone: 425) 822-4446 FAX: (425 827-9577 Internet: WWW.Otak.COM 3 IiI 31570 Project No. Sheet No. ALL BEFORE YOU DIG 1-800-424-5555 Sheet 3 of 5 I z 0 0 \ i V) U Q DECK r CONC I O 0 0 1-0 Lo Li0 CONC It rt Incorporated 10230 NE Points Dr. #400 " y ` "ancon Kirkland, Washington 98033 Pl,arinIng Division Phone: 425) 822-4446 FAX: (425 827-9577 Internet: WWW.Otak.COM 3 IiI 31570 Project No. Sheet No. ALL BEFORE YOU DIG 1-800-424-5555 Sheet 3 of 5 XREF LIST Ltscale: 20 Resolved WCLSEAL S570Y220 POWER TRANSFORMER III CABLE TV RISER El EM ELECTRIC METER ® POSSIBLE WATE ALVE2 ( \ MAIL BOX ii CULVERT CO WATER METER ASPHALT UTILITY POLE n SIGN Q EM \ \\ ° C\1 22 _t0NC 1 kX SE GUY ANCHOR t SEC, \Y FIRE HYDRANT NKNOWN UTILITY VAULT/BOX WATER VALVE u / r o�SCO t � �G X II t II / II POWER VAULT Y --j UTILITY POLE W/ LIGHT --------- — � I EXIST. 40% STEEP SLOPE TOE AREA DRAIN �� x RIM = 113.81 `\ 4" CPP SW IE = 109.96I 4" CPP NE IE = 109.96 SSCQ '--� IT_7 A PORTION OF SECTIONS 22 & 231 T23N, R5E, W.M. SEE PAGE 3 OF 5 / UPROPANE TANK \\ �sT�' 15+oa m 0 W w '\ rm I i ®AK DRIVE ISN mf rcir�li it ,r R s , I' STA. 14+00 / (PK) �4 c CONC CONIC CONC ® )F -t STUMP / r i i 41 \ CONC STUMP CONC CONC )NC STUMP SSCO o# I NoSSCQ S TAIRS PROPANE TANK O CONC HM `13'HI X 6" CONC POLE CED CED 4" 11x8 ; l " 13HI X 6001�t POLE PROPANE TANK // ;II'' TIFI" CED I \I { I j u'+ '' ! siblilu 4 3X6 #15297 ! I I ; CED'N " / I t 4 - SHED " ",ugh SHED I CABINET W/ ELECTRICAL METERS / ! ®I I I i - i / PROPANE TANK.D ! I 1 I I r t � \ / �� t DECK /• STAIRS >iII-- --^STUMP \ DpoC DEC / 12x4" / I I i / RN %Ct I t 6 EM , SHED / CONC �I ' i \\\\ i ! / - 41',,Illli,,pll,l i ,' 13'HI X 6 CONC POLE PROPANE` TANK ig L'i/ I ® i PROPANE TANK ® UNIT SYMBOL LEGEND POWER TRANSFORMER III CABLE TV RISER El EM ELECTRIC METER ® CATCH BASIN o MAIL BOX ( CULVERT E13 WATER METER -O- UTILITY POLE n SIGN Q SEWER MANHOLE p WATER BLOW OFF kX LIGHT GUY ANCHOR ❑ TELEPHONE RISER FIRE HYDRANT M WATER VALVE STORM DRAIN MANHOLE o SSCO SEWER CLEANOUT IV CONIFEROUS TREE (D DECIDUOUS TREE © POWER VAULT Y --j UTILITY POLE W/ LIGHT --------- — EXIST. WETLAND DELINEATION EXIST. 40% STEEP SLOPE TOE =�r o 29961 1 CIST�R� EM SHED ! + CEDo PROPANE TANK G , 5x1 " � Cwl 13 HI 6 CONC POLE I ^- I I II,I, ORN ' 15299 �II,!'�� I I ` I,�' ❑'y,'�III�' ;.,II,'p' EM / # v EM 6" 0 I "I EM" ���'�t'""� ❑' ❑ EM C -- ❑EM SHED �� 91U�9� ❑ �T. IgI¢Ip �la�l EM h uh P i<., - —F 9,,i y ❑I�4 o- $SCO \ ii ail ii.;lr', 41y� � NP \ / t.. I I I �illlllllI i+'°l��"+, STAIRS I I ,I,^ihrhp„ A kFllllu s` ,�� I - I h��l�ril �I,.14 �,,,: STA S CONC / I vI,I� !3 SHED Q�ECK l ,i, I I k� RIS' / • ,' I 1 �_ N I I Vlli E SHED I ,#v v152y9 SHED DEC1 �CI l'it��llti 9II > e' III #15275 SHED #152$5 #181 Q PRVO #15283 DECK DECK � DECKK CONC Ir / CONC DECK co NC EM CONC CONC SPCONC CONC CONC v W N�-�— , #15301 p��d// JDECK ----==-- `A y CONIC C r/i T / WxQ�, CL/ i C CONC SPR 6 DECK4 TO 6 l� -- STAIRSw p�N W W 15' Q {',. WATERLINE ESM'T. i (/) I I \4 V)\ ,-' i I t �� AREA DRAIN `\ �\ AREA DRAIN �\ �\ A.F.AFN0. 990323 39 \ i •\ RIM = 107.01 RIM = 111.50 RIVE \ I \ 4" PVC OUT W IE = 106.16 - I I 4 PVC OUT W IE = 110.45 `� RIRCWD \ I W � AREA DRAIN \ I � 1 \ ` � �\ y ASPHALT I , ` RIM = 112.70 I I` ` ' --- \, �d------------------------- \-------------- ------- ------------- ------------------------- PVC OUT W IE 111.45 ASPHALT I ---i, ---------- �� /�,�--- \\ i X J i \ \ !/ \ \ I \\ II - --- w -r- W - W W - --- W - - W l'J - - V\r - N - N!-- � -- ' '----------------------- --- --------- ----- -- ------ --- _ 4 ------ --- — ----- ---_ --- .......-. --.--..-.------------5--- — —— — ---- ----- — — - � -- --.. ----------- .. .CHAINLINK FNC __ --.. .. .........................�....... ------ In ° x o �a1�� GRAVEL ----------------— — — — — — — —__..—.-.. �rn �Q '-------------_--—-------------------------- .......--------------------------- -- ---_— ..................,..............--_ --!-------------- - --- — ---- —— — — ——`— —— ---- _�.....................----------------------------------- - ..............I............................................— --------------------- ------ -----------1- ----------\----- \ ---___ ------------------------------------------------------------- ------------ ----------------------- ------ - ------------------ i -------------- -- - - --_ --- ----------- ------------ 15' SEWER ESM'T EDGE A.C. PAVE. -0.5 E. - N EDGE A.C. PAVE. -0.3' E. A.F. N0. 9007121 / 4 CHAINLINK FENCE -1.0 E. 4' CHAINLINK FENCE -1.0' E. / 4' CHAINLINK FENCE -2.9' E. O LO O M v UNPLATTED T.L. 0021 E a N 0 �s N ro 0 a ------------- ----- - o0 W 20' 0' 20' 40' HORZ Incorporated SCALE IN FEET 10230 NE Points Dr. #400 Kirkland, Washington 98033 v ,:)f Renton Phone: (425) 822-4446 FAX: (425 827-9577 P!annIn lIe<i cart Internet: WWW.Otak.COM 31570 rIh,s Project No. S4 TV/ rc,i. `) Sheet No. ALL BEFORE YOU DIG 1-800-424-5555 Sheet 4 of 5 J � m � � II N z WLD { (n w w 0 �3 o _j J C Q m UJ Q � I a E- O O <1 =�r o 29961 1 CIST�R� EM SHED ! + CEDo PROPANE TANK G , 5x1 " � Cwl 13 HI 6 CONC POLE I ^- I I II,I, ORN ' 15299 �II,!'�� I I ` I,�' ❑'y,'�III�' ;.,II,'p' EM / # v EM 6" 0 I "I EM" ���'�t'""� ❑' ❑ EM C -- ❑EM SHED �� 91U�9� ❑ �T. IgI¢Ip �la�l EM h uh P i<., - —F 9,,i y ❑I�4 o- $SCO \ ii ail ii.;lr', 41y� � NP \ / t.. I I I �illlllllI i+'°l��"+, STAIRS I I ,I,^ihrhp„ A kFllllu s` ,�� I - I h��l�ril �I,.14 �,,,: STA S CONC / I vI,I� !3 SHED Q�ECK l ,i, I I k� RIS' / • ,' I 1 �_ N I I Vlli E SHED I ,#v v152y9 SHED DEC1 �CI l'it��llti 9II > e' III #15275 SHED #152$5 #181 Q PRVO #15283 DECK DECK � DECKK CONC Ir / CONC DECK co NC EM CONC CONC SPCONC CONC CONC v W N�-�— , #15301 p��d// JDECK ----==-- `A y CONIC C r/i T / WxQ�, CL/ i C CONC SPR 6 DECK4 TO 6 l� -- STAIRSw p�N W W 15' Q {',. WATERLINE ESM'T. i (/) I I \4 V)\ ,-' i I t �� AREA DRAIN `\ �\ AREA DRAIN �\ �\ A.F.AFN0. 990323 39 \ i •\ RIM = 107.01 RIM = 111.50 RIVE \ I \ 4" PVC OUT W IE = 106.16 - I I 4 PVC OUT W IE = 110.45 `� RIRCWD \ I W � AREA DRAIN \ I � 1 \ ` � �\ y ASPHALT I , ` RIM = 112.70 I I` ` ' --- \, �d------------------------- \-------------- ------- ------------- ------------------------- PVC OUT W IE 111.45 ASPHALT I ---i, ---------- �� /�,�--- \\ i X J i \ \ !/ \ \ I \\ II - --- w -r- W - W W - --- W - - W l'J - - V\r - N - N!-- � -- ' '----------------------- --- --------- ----- -- ------ --- _ 4 ------ --- — ----- ---_ --- .......-. --.--..-.------------5--- — —— — ---- ----- — — - � -- --.. ----------- .. .CHAINLINK FNC __ --.. .. .........................�....... ------ In ° x o �a1�� GRAVEL ----------------— — — — — — — —__..—.-.. �rn �Q '-------------_--—-------------------------- .......--------------------------- -- ---_— ..................,..............--_ --!-------------- - --- — ---- —— — — ——`— —— ---- _�.....................----------------------------------- - ..............I............................................— --------------------- ------ -----------1- ----------\----- \ ---___ ------------------------------------------------------------- ------------ ----------------------- ------ - ------------------ i -------------- -- - - --_ --- ----------- ------------ 15' SEWER ESM'T EDGE A.C. PAVE. -0.5 E. - N EDGE A.C. PAVE. -0.3' E. A.F. N0. 9007121 / 4 CHAINLINK FENCE -1.0 E. 4' CHAINLINK FENCE -1.0' E. / 4' CHAINLINK FENCE -2.9' E. O LO O M v UNPLATTED T.L. 0021 E a N 0 �s N ro 0 a ------------- ----- - o0 W 20' 0' 20' 40' HORZ Incorporated SCALE IN FEET 10230 NE Points Dr. #400 Kirkland, Washington 98033 v ,:)f Renton Phone: (425) 822-4446 FAX: (425 827-9577 P!annIn lIe<i cart Internet: WWW.Otak.COM 31570 rIh,s Project No. S4 TV/ rc,i. `) Sheet No. ALL BEFORE YOU DIG 1-800-424-5555 Sheet 4 of 5 XREF LIST Ltscale- 20- Resolved WCLSEAL S570Y220 A PORTION OF SECTIONS 22 & 231 T23N, R5E, W.M. SEE PAGE 3 OF 5 "//1A ELLIOTT FARM // // / VOL. 180, PG'S. 04-15 B-3 TRACT H PERMANENT OPEN SPACE , -A SSMH --- /: 10-A / \ ASPHALT RIM 123.40 , I \ 18 CONC OUT E IE = 112.80 18" CONC IN S IE = 113.00 / /� :: • ••r ,' / / _ / SDMH 4�1 RIM 124.93 12" CMP OUT SE IE = 120.38/ ,' \ G 0 WIL 4" PVC IN S IE = 120.88 /' , \\ // _ - 6-A i 12 \ 12" CMP IN NW IE = 120.48 - i' 2 4" CPP IN N IE = 120.63 /' i' , ,; %,, - f SEC. Z� STUMP STUMP \STUMP SEG' 2 STUMP `\ > CONC / -=_= ----- 2-A,� �.— --- \ I EDGE A.Ci PAVE _---_--__-_-__--____---`---____-_-----_ ,,�� ��� ��� /ter•.• / �,_ � \ I , t I l -- ------ ---_ ----- I kc,�, \� `\ � :.�R ;.nom•`'" I Y \ ` \ fl f // / I ` COR. A.C. F -AVE. -1.8' E. SSCO / , \ EM 'EM CONC COR. A.C. PAVE. --11.2' W. i i ASPHALT 4' CHAINLINK FENCE -0.7' W. f \•\ `13'HI X 6" CONC POLE i---__ _ STAIRS- q, DECK ---� — --- \ —_In .-- s---- .. ------- -------------- -, I1. , wCOR. i4' CHAINLINK FENCE 5 #15291 S,-- Ur _ .�- SS ==\—..— 0.10.1,IE............—................................ .--_---................. ........... EDGIi A.C. PAVE -1.5' N. 9-1 n --=--=----------------- ------ J -------- ---- rr rr i i / i \ i EMS - MS �- Tr am _ t IE = 119 30 r r I t i / CONC PROPANE TANK CD )-/ { I I / I I ! FSHED w 1 1 I W bi ca RIM 127.25 \ / _ _ r 20' SEWER ESM'T: ' 18" CONC OUT NE IE = 119.15 1I r r r r r I!I K\CONC \ u C ONCN0. 90J1121148 bi 12 CONC IN SW IE = 119.95 A. F. (LARGE HUMP IN CENTER ------ L -- i___----_-_----- - -------------\ D� -A OF CHANNEL) --- -------- #15289 --------------- , ' 00' ____-_-� , �$5. �V 1y M I I I EMCQ7 I I AN� CONC i/ I ' I -_ I , ------------ -- \ II i II II i li i I I + I r ' rl ' I uh r / I DECK CON t 1 _- -_ � I I I I r 1 � I I , / I , CL E( --n #15287 1 z cn '-� �� _`` � ����� �\ \\ �.. \\ �\�\ I I II + i I I I I II r I � I i I I j /I I L7 �, • _ I Sd ���.Y^ \ \ \ \ \\ \\ �� \\ \\ \ , I I I f r r I I I I I �� EM v ( U) U IE CMP CONCC)SSCO FIT < _ IE 121.19 'I r r i Irl` 11 1 / \\\ v6 \ e'-\, r [ 1 I 1 II r/ rl SHED /r100 ,\ 0 CD 36 CMP I `III do AREA DRAIN `\ t \\ IE = 115.76 I r , \ + O u1n r Ili 1I + t ! 0.2, E. \ RIM = 1 I \YX Z n EDGE A.C. . ., . 4" PVC OUT W IE 116.00® -J 0 COR. 4> CAINLINK FENCE F- - 0.0 S., Q�3 E. � '^\\ \�`���\\`��` I I +III 1 1 r •' rl I lr I / I / �1 � \ ,.STREET" ' IE = 117.718 r •`,\\\\'---- --_'-------------- --- --- -- -- _ _ - ___------- -- \\ — — (—`-- LO GRAVEL o — \ \\\�� �\ iii\/ / ' // /..... ... .. ...... _ _ _ 20' 0' 20' 40' Yom. \ \\�_ �� 3'y ---=--- ------- ---- --- ---- __- __---- --- - - Incorporated ---- ----- - ------ - ___-- ------- SCALE IN FEET %;'' -- ---- J-- ----- - --_-- __ --- ------ -- --------- - _ 10230 NE Points Dr. #400 Kirkland, Washington 98033 -------------- - `__--- ^- _-- - - - - 4= _---------------------------- `-- Pho ' E =CM 5.71 —_ - --- ----------- ---- ------------------ yl� r �` 1 FAX: (425 827-9577 6 _------- ---__ --- ----- -- ---------- -- ------ ltd h ternet: WWW.0tak.COM �' �\ SSMH - -- - --- -- -- -- - -- --------- -- ----- ---- __ Ipaannin. \IIs -- - --- _ __ _ _ 31570 � 1 RIM 124.36 ��.� '--- ----- ------------ RI CONIC24.OUT N IE = 109.71 ----- ------ 0 24' CMP -\ " " ?�tt Project No. h o IE = 116.12 18" CONC IN W IE = 109.81 IE = 116.86Ld �J tt'1L`j) Sheet No. i' ALL BEFORE YOU DIG 1-800-424-5555 Sheet 5 of 5 SYMBOL_ LEGEND POWER TRANSFORMER LI CABLE TV RISER DEM ELECTRIC METER ® CATCH BASIN o MAIL BOX ' ( CULVERT 63 WATER METER -o- UTILITY POLE ❑ I SIGN 0 SEWER MANHOLE q WATER BLOW OFF 0 LIGHT O v) GUY ANCHOR ❑ TELEPHONE RISER FIRE HYDRANT D4 WATER VALVE Oo STORM DRAIN MANHOLE o SSSCJO SEWER CLEANOUT CONIFEROUS TREE 0 DECIDUOUS TREE © POWER VAULT UTILITY POLE W/ LIGHT — — — — EXIST. WETLAND DELINEATION EXIST, 40% STEEP SLOPE TOE M (n � w O v) w w J a C) -1d C) Q o F- m c0` CD P O CD W Q �z w i i �1 c LA���' i 299 GISTER��� SAL LAS I R 169) 149TH AVE. S.E. BURLINGTON NORTHERN RAILROAD (ABANDONED) -" it ( I j, i . I , L ,if ll� � � N 75°3959 W I 12.95 _ .,. -, �, 4 - L ,_ _ y fi �,. I - a . 1 , , ,,.,''; _.: 15-A 171803.30 316428.96 4--.--2--V-8.D.9. 3N16.A 131.3 B-1 __ , 131.8 .' ! I l r B-3 171833.00 1316453.42 116.3 B-4 171861.46 1316443.19 116.4 B-5 171867.41 1316440.82 116.8 B-6 171899.41 1316419.53 116.2 B-7 171916.32 1316426.27 ,.,=.; B-8 _ / 115.7 B-9 ..-.'. x t 1316406.31 it ,__.. ...,ri/ C-1 171932.78 /[ 150.6 C-2 .. E. -. 1316251.11 140.0 C-3 171967.80 1316265.71 133.3 C-4 171967.10 1316283.49 131.3 C-5 171965.58 1316298.81 i C-6 , 1316328.21 124.0 ,. 171964.20 1316333.92 122.1 r•,11" ;.,:>L 171967.75 -1 1316358.10 . Y ' ' ,_ -- _ -- z Ii`I , I `,. _ I WATERSDHED COMPANYIO' THE WETLANDONTHE PROPERTY S A �' .__._�, �__. CENTERLINE EXISTING ',M :' (SSE NOT,E,4),_ , / ,', _. , ,': - _. _ SEEPAGE INTERCEPTOR w / ,:;, FORESTED AREA IN THE SOUTHWEST CORNER OF THE PROJECT __.. _ ._ - ---- = 1 i ( !' SITE. MOST OF THE LAND IS WITHIN THE FORESTED EDGE A - ;s, / ry I I, AREAS AS NEAR THE TOE OF SLOPE WHICH INCLUDES A DUCK - _z ASPHALT 110- - � , I POND". i, j �? , _ _ F I -` I' i,h - '' I , ; I 1. ; �r ` _.. __ ... __.... - __ 1 _ o i OR OTHER ACTIVITIES, THE BUFFER WILL BE REVEGETATED WITH ,, ,,rl '- fi :_ ,'- - 1 :. II _" , I _ / I • .. ___ _ : r �: (IN FEET) BUFFER / ' . f I WETLAND - -,- - _ _ _ __ __.. S, ,_ y; y -=c,, if 1' , 1IIIf1 -,:s - t 5. UTILITY REPLACEMENT WILL BE ACCOMPLISHED BY OPEN --_ - ' - �-� ,[ , TRENCH METHOD. - 4. 120 - - _ r '�, ' ' - /, / _,; -- % _ ` - �� I [ t E :;; ; , - •. �" r I I "'" '/ ! . O?ROPOSED..- i F-'-'- f - 'I _. ,- 125: I } I tll�lll�lll :' - t. ', f' ° � �., r- 130 - _= _' r�''_ ,y <: �� ND `, DU.GK,RO 1i �_fi rl 1 „ , , _ - :' : / ry __ I , 135 _ -. , _.. / ! `- _ r '""� . ya p: + ,.. ' e `' , . � r f,, _ � � I _ 'r I _ , , - r '. , „ , .�., i, / ', .� ,,,. , ,'. V L% _ p I '. .; . x„ , e „ ,. - I ::f I y J _. 11 , „ , '.r LL. I .1 n, ;, ' ,,,. - :1 ,_, 1 'o k ' f 1 - - ,, s I I ' / u-;, ., , . , , i I , ;;. ,/ I ,_ J . _ , --' �, .� 11 ,/ „7 ,. ,.-. i. - 's '� L 1 -f -: �k ,: ,_ _. i ', 1 ._ - -. - 4I -. _ ..... II __ ` __. _. ;,/, t -' • ems; ,. „ ., - . ` I f „ ., :. ., . , �. ,, , f I ° ..., r , ° r I�� - ° . ",a. - ., _�u ;':. ; :. ;,,,,I ," - ��: , r� Sb : :.. a ", ::, f ; l 1 :,: •`�': ' ,.. r i! SLI,:/ ! ,., , 1e 1, -... ... .._ ._ ,,. -='`'. ---- _ I F, - 3 ,.. /' i[ ii� ,. . - / ,. _, -, -. ,: ,. 11 '. , '- r :.,/, : f - O , I '' „' , ,. . „- , , ,,: W _. MODfFY EXISTING :u: "'t „ „ , „�„ _ i r I1�lN �. �- ,. SEEPAGE INTERCEPTOR r. _. J 0 I ',,i . ; , , . ( E NOTE 5) ;�_ ., -- [ N �,�9 , , _ j',1 __ 15-A 171803.30 316428.96 4--.--2--V-8.D.9. 3N16.A 131.3 B-1 171819.58 1316415.24 131.8 B-2 171829.60 1316441.35 118.9 B-3 171833.00 1316453.42 116.3 B-4 171861.46 1316443.19 116.4 B-5 171867.41 1316440.82 116.8 B-6 171899.41 1316419.53 116.2 B-7 171916.32 1316426.27 114.3 B-8 171920.55 1316409.73 115.7 B-9 171952.24 1316406.31 113.2 C-1 171932.78 1316241.28 150.6 C-2 171957.23 1316251.11 140.0 C-3 171967.80 1316265.71 133.3 C-4 171967.10 1316283.49 131.3 C-5 171965.58 1316298.81 130.6 C-6 171960.71 1316328.21 124.0 C-7 171964.20 1316333.92 122.1 C-8 171967.75 -1 1316358.10 113.0 �,�9 , , _ j',1 __ I , 1, � . \ 7 .. 11 I- " I � , i Ill, , ' L , ., : ;;; :.. , . � � __ � -_ I ,�" I I , :� � :� :, : 2" ,� _�� �, �, L � 1 F{CHTL,INE CONNECT TO i "- °`° P I I if ;, t r_; , e _ - 11.. HORIZONTAL DATUM: NAD 83/9 1 I _ RQPQ ECL STORM___ , y' t �. ,,! _ r r. '� i I I _ - CONVEYANCE -.., i I o l o .'i ;! NOTE: , ' I f � \ - VERTICAL DATUM: 8 I /r I REPLACEASPHALT i YSTEM 1 • :' - -- - -a --, - - Lo R ENTON r' 20 6, S 0 SURVEYED BY OTAK ESTABLISHED BY OTAK, INC 1;€: POND L I . _ i 2• - - ,_ -- _ z Ii`I , I `,. _ WATERSDHED COMPANYIO' THE WETLANDONTHE PROPERTY S A �' .__._�, �__. CENTERLINE EXISTING ',M :' (SSE NOT,E,4),_ , / ,', _. , ,': - _. _ SEEPAGE INTERCEPTOR w •�, �" / FORESTED AREA IN THE SOUTHWEST CORNER OF THE PROJECT __.. _ ._ - ---- = 1 i ( !' SITE. MOST OF THE LAND IS WITHIN THE FORESTED EDGE I -_ `�' 1 II ' ' I 1 ADJACENT TO A STEEP SLOPE, BUT IT APPEARS TO EXTEND INTO - N o �`-i��� aEDGEOF I, AREAS AS NEAR THE TOE OF SLOPE WHICH INCLUDES A DUCK - _z ASPHALT 110- - ,", , I POND". i, j �? -110 F i, I r i %'` 3. i,h - '' I _ -- 1. ; ., �. ` _.. __ ... __.... - __ 1 i OR OTHER ACTIVITIES, THE BUFFER WILL BE REVEGETATED WITH , II I '- fi :_ ,'- - 1 '. _ . -_, II _" , EDGE OF _ . • .. ___ _ : r , (IN FEET) BUFFER / ' . f 14 WETLAND - -,- - _ _ _ __ __.. S, ,_ y; y -=c,, if ,` , 1IIIf1 - 5. UTILITY REPLACEMENT WILL BE ACCOMPLISHED BY OPEN --_ - ' - �-� ,:: , TRENCH METHOD. 4. 120 - - _ <- : _,. _ -- r ;; �,,, ` - �� I E 1II �� d '� _ •. �" r "'" '/ ! . O?ROPOSED..- ;. ;:C, 125: _.- _ .•V"+ tll�lll�lll 1 I .; 130 - _= _' r�''_ ,y <: �� ND `, DU.GK,RO �_fi rl __ + _ - :' _ _. OVERFLOW / ry I , 135 _ -. , _.. / ! `- _ r '""� . ya p: + ,.. ' e `' , . � r f,, _ � � I _ 'r I _ , r '. , LEGEND 155 145 135 125 115 105 Feb 07, 2010 9:41:06 AM MAJOR CONTOUR (5 FT) MINOR CONTOUR (1 FT) WETLAND DELINIATION WETLAND BUFFER AREA TO BE REPAVED IN WETLAND BUFFER (1,680 SF TOTAL) GRIND AND OVERLAY EXISTING PAVEMENT IN WE BUFFER (990 SF TOTAL) wing: 093201 WONDERLAND ESTATSTATE S104_PROJ DOCS\09_APPLICATIONS\CA-SP-ER APPLICATION MATERIALS\15-WETLAND ASSESSMENTIWETLAND EXHIBIT.D s t fs: [J:\15093201 WONDERLAND ESTATES\11_DESIGN_CAD\XREFS\15093201 VFTR-BOUNDARY,DWGI [J:\15093201 WONDERLAND ESTATES\11_DESIGN CAD\EXHIB HUIU KING COU_`TT HOUSING AUTHORITI' WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD WETLANDS ASSESSMENT PLAN FEB 8, 2010 EXHIBIT NUMBER: 9�J Dil/j"3io "? °if � r :a (s&" �- tiI€,/`f- I- i' I , 1, � . \ 7 .. 11 I- " I � , i Ill, , ' L , ! �� � : IL� : ,� I � � __ � -_ I ,�" I I , :� � :� :, : 2" ,� _�� �, �, L � I I if ;, 1 � e _ - . . - � - - � .�.�•- �!i� J i , y' t �. _ r r. _.. _.. . -.., 4\ I)- I o l o .'i ;! NOTE: , ' I f � \ - .zt,,___ I /r CITY OF r 1 • LA ND DELINEATION BY RAEDEKE ASSOCIATES SEPTEMBER - -- - -a --, - - Lo R ENTON r' 20 6, S 0 SURVEYED BY OTAK _ ' :' 1;€: POND L . _ i 2• - - ,_ -- _ z Ii`I , I `,. _ WATERSDHED COMPANYIO' THE WETLANDONTHE PROPERTY S A �' .__._�, �__. CENTERLINE EXISTING ',M :' _- 1� , / ,', _. , SLOPE -TYPE WETLAND SITUATED AT THE BASE OF THE SLOPED _. _ SEEPAGE INTERCEPTOR w •�, �" FORESTED AREA IN THE SOUTHWEST CORNER OF THE PROJECT __.. _ ._ - ---- = i ( !' SITE. MOST OF THE LAND IS WITHIN THE FORESTED EDGE I -_ `�' 1 II ' ' I 1 ADJACENT TO A STEEP SLOPE, BUT IT APPEARS TO EXTEND INTO - N o �`-i��� aEDGEOF I, AREAS AS NEAR THE TOE OF SLOPE WHICH INCLUDES A DUCK - _z ASPHALT ` 'If POND". \..\ .�. ._ .,_._,.1. PAVEMENT'3f F i, I r i %'` 3. WETLAND BUFFER PER RMC, SECTION 4-3-050.M.6. WHERE O - --1 :'I41 1. ; BUFFER DISTURBANCE HAS OCCURRED DURING CONSTRUCTION ` _.. __ ... __.... - __ 1 i OR OTHER ACTIVITIES, THE BUFFER WILL BE REVEGETATED WITH __ ;, „ :. NATIVE PLANT SPECIES. EDGE OF SECTION A -A WETLAND 1-1 LSCALE 4. REMOVAL AND REPLACEMENT OF SUBGRADE AND SURFACE (IN FEET) BUFFER ' �I I PAVEMENT FOR ROADWAY WITHIN THE PROJECT AREA. NO NET WETLAND I INCREASE OF IMPERVIOUS SURFACES ON THE SITE. 0 10 20 40 BOUNDARY I I I' 5. UTILITY REPLACEMENT WILL BE ACCOMPLISHED BY OPEN TRENCH METHOD. wing: 093201 WONDERLAND ESTATSTATE S104_PROJ DOCS\09_APPLICATIONS\CA-SP-ER APPLICATION MATERIALS\15-WETLAND ASSESSMENTIWETLAND EXHIBIT.D s t fs: [J:\15093201 WONDERLAND ESTATES\11_DESIGN_CAD\XREFS\15093201 VFTR-BOUNDARY,DWGI [J:\15093201 WONDERLAND ESTATES\11_DESIGN CAD\EXHIB HUIU KING COU_`TT HOUSING AUTHORITI' WONDERLAND ESTATES INFRASTRUCTURE IMPROVEMENTS 14645 RENTON-MAPLE VALLEY ROAD WETLANDS ASSESSMENT PLAN FEB 8, 2010 EXHIBIT NUMBER: 9�J Dil/j"3io "? °if � r :a (s&" �- tiI€,/`f- I- i' SEC. 22 & 23 T 23 N, R 5 E, W.M. WONDERLAND ESTATE q INFRASTRUCTURE IMPROV M NTIS LOCATION MAP 90 2 �2 405 WONDERLAND ESTATES RENTON A x v r 2� SEA TAC o��A p!O Z- i L _ �! D A AGS 5 cn m FT�o �10 KENT G� O SCALE: NTS CONTACTS OWNER: KING COUNTY HOUSING AUTHORITY 600 ANDOVER PARK W. SEATTLE, WA 98188 CONTACT: HUGH WATKINSON PHONE: 206-574-1230 ON-SITE PARK MANAGER: WONDERLAND ESTATES 14645 S.E. RENTON-MAPLE VALLEY RD. RENTON, WA 98058 CONTACT: RANDY CLEVELAND PHONE: 425-255-8240 CIVIL ENGINEER: H U ITT-ZOLLARS 814 EAST PIKE STREET SEATTLE, WA 98122-3893 CONTACT: DON HELLING PHONE: 206-324-5500 SURVEY: OTAK 10230 NE POINTS DR. SUITE 400 KIRKLAND, WA 98033 CONTACT: JACK SEEDS PHONE: 425-822-4446 BENCH MARKS/DATUM: HORIZONTAL DATUM: NAD 83/91 NOTE: DATUM WAS ESTABLISHED BY HOLDING SPC COORDINATES, WASHINGTON NORTH ZONE, AT KING COUNTY SURVEY CONTROL POINTS #'S 3960 AND 3961 AS PUBLISHED BY WCCS (N 75°42'42" W). VERTICAL DATUM: N.A.V.D. 88 PROJECT BENCHMARK IS KING COUNTY SURVEY CONTROL POINT #3960. W &VA"MI M : Vfi MA IS 9 0 VICINITY MAP CEDAR RIVER R" -N7 -o VqC MApCE X � > j 4 FSRO Q Q r r 7q v 163RD pL 0 T yq �F SF 164TH ST WONDERLAND ESTATES SCALE: NTS INDEX: SHEET DRAWING SHEET TITLE COMPUTER FILE 1 G1001 COVER SHEET 15093201-G1001.DWG 2 CG101 GRADING PLAN 15093201-CG101.DWG 3 CG102 GRADING PLAN AND SECTIONS 15093201-CG102.DWG 4 CG501 ROAD CROSS-SECTION DETAILS 15093201-CG501.DWG 5 CG502 ROAD CROSS-SECTION DETAILS 15093201-CG502.DWG 6 UD101 STORM DRAINAGE PLAN 15093201-UD101.DWG 7 UD102 STORM DRAINAGE DETAIL 15093201-UD102.DWG "y (.f Pkanninr i i;aif)n L� Q® p� O O F— O Q C� z x U) D O W F— zU) ® YCO Q00 U �° cr_Q w ®_j z W (� o< �T_ W� 0 w Q z z a) CD co co 0M 1� M CO s O (D N:V a)rX —cc) w U) 0) LL Y � _c O NLO wmLO �00 m �® 04 O u N .a. C � L T_ a. ti� [0 rlF WA®x $ 27407 q EGISTER� �S sIONAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: NTS DRAWING NO. G1001 SHEET: 1 of 7 F— O Q C� z U) D O F— zU) ® YCO Q00 U �° cr_Q w ®_j z aY (� ti� [0 rlF WA®x $ 27407 q EGISTER� �S sIONAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: NTS DRAWING NO. G1001 SHEET: 1 of 7 GRADING QUANTITIES SUMMARY 04/07/10 AREA OF AMOUNT AMOUNT MAF WORK (SF) REMOVED (CY) REPLACED (CY) ROADWAY EXCAVATION AND EMBANKMENT (33" ESTIMATED 99,400 10,100 10,100 ROADWAY SECTION DEPTH) TRENCH EXCAVATION AND 0 EMBANKMENT IN ROADWAY 900 900 (BELOW 33" DEPTH) TRENCH EXCAVATION AND CD EMBANKMENT OUTSIDE OF 5,800 850 850 ROADWAY H- DETENTION POND 4,000 1 150 1 0 TOTALI U) 1 12,0001 11,850 SEC. 22 & 23 T 23 N, R 5 E, W.M. (D SEE GRADING CONTROL POINT TABLE SHEET CG102 LUNIKAUIUKS NUIL5. plan, 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO -m w baja ENGINEER UPON COMPLETION OF PROJECT. fC) 2. THE CONTRACTOR SHALL VERIFY, DIA., LENGTH, CONDITION,'° CALL TWO WORKING DAYS PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL BEFORE YOU DIG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTION SCALE (IN FEET) —CSO® -424-5555 AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM AS 0 20 40 80 REQUIRED) SHALL BE INCLUDED IN BASE BID. .,� a) O 00 00 U) 00 rnc) 00 M (0 ' O N m a0 m U)0) LL Y c 0 c MU) d' d. 00 CN Q) 1.0=04 ui a. ca cc `� a) N N a) +� c *' 0 2 11 04/07/10 DESIGNED: GRS DRAFTED: MAF r L� SCALE: 10 0 CD H- U) LLI •ry 0c) W .. co O W O ry LLJ U) Q_ Lu Q Z IY 0. Z a) O 00 00 U) 00 rnc) 00 M (0 ' O N m a0 m U)0) LL Y c 0 c MU) d' d. 00 CN Q) 1.0=04 ui a. ca cc `� a) N N a) +� c *' 0 2 11 ��• of was�r l�. q��� r �� 0 27407 .co �s x161STER SIGNAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF r DJH SCALE: 10 LLI •ry 0c) .. co ��• of was�r l�. q��� r �� 0 27407 .co �s x161STER SIGNAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: 1" = 40' D '7k'n 1 . • CG101 105 100 m SEC. 22 & 23 T 23 N, R 5 E, W.M. DETAIL A � U OVERFLOW NORTHING w U w PROPOSED GRADE DESCRIPTION 1 172638.09 OVERFLOW 99.2 U z w0 WSE 99.6' 172489.18 1316398.64 WSE 99.6' 100.0 UQ 3 172219.51 w 104.9 104.3 PVI w 172067.04 1316295.65 108.5 108.3 m 5 X - 101.3 101.3 MATCH 6 172642.39 w 100.8 100.3 XISTING 7 172636.97 1316603.32 9.5' EL HP 13RADE 172642.61 1316579.99 GRAVEL SPALLS 100.2 SWALE AP 9 EXISTING 1316439.35 V MIN. DEPTH 9.5' FG 10 172661.20 STORAGE POND SECTION 105 100 95 all SCALE (IN FEET) HORIZ 0 5 10 20 SCALE (IN FEET) VERT 0 2.5 5 7.5 10 STORAGE POND SECTION 105 PL EX STING GRADE OVERFLOW WSE 99.6' 100--- 98.5 DD TOPSOIL 6' MIN. 95 AND HYDRO SEED VARIES 90 SCALE (IN FEET) 3 STORAGE POND SECTION HORIZ 0 5 10 20 SCALE (IN FEET) VERT 0 2.5 5 7.5 10 SCALE (IN FEET) 0 5 10 20 GRADING CONTROL POINTS TABLE (D NORTHING EASTING w PROPOSED GRADE DESCRIPTION 1 172638.09 OVERFLOW 99.2 U z LP 2 172489.18 1316398.64 WSE 99.6' 100.0 w 3 172219.51 1316332.85 104.9 104.3 PVI w 172067.04 1316295.65 108.5 108.3 SWALE AP 5 X 1316600.52 101.3 101.3 MATCH 6 172642.39 w 100.8 100.3 LP 7 172636.97 1316603.32 100.3 EL HP 8 172642.61 1316579.99 100.2 100.2 SWALE AP 9 EXISTING 1316439.35 110.2 9.5' FG 10 172661.20 GRADE 100.1 100.0 SWALE AP 11 1 172648.58 1316642.11 99.8 STORAGE POND SECTION 105 PL EX STING GRADE OVERFLOW WSE 99.6' 100--- 98.5 DD TOPSOIL 6' MIN. 95 AND HYDRO SEED VARIES 90 SCALE (IN FEET) 3 STORAGE POND SECTION HORIZ 0 5 10 20 SCALE (IN FEET) VERT 0 2.5 5 7.5 10 SCALE (IN FEET) 0 5 10 20 GRADING CONTROL POINTS TABLE (D NORTHING EASTING EXISTING GRADE PROPOSED GRADE DESCRIPTION 1 172638.09 1316434.96 99.2 99.4 LP 2 172489.18 1316398.64 100.4 100.0 PVI 3 172219.51 1316332.85 104.9 104.3 PVI 4 172067.04 1316295.65 108.5 108.3 SWALE AP 5 172676.41 1316600.52 101.3 101.3 MATCH 6 172642.39 1316592.29 100.8 100.3 LP 7 172636.97 1316603.32 100.3 EL HP 8 172642.61 1316579.99 100.2 100.2 SWALE AP 9 172010.23 1316439.35 110.2 110.2 FG 10 172661.20 1316549.50 100.1 100.0 SWALE AP 11 1 172648.58 1316642.11 99.8 99.8 LP 12 172626.28 1316700.29 100.2 100.3 HP 13 172612.21 1316736.99 100.2 99.7 LP 14 172047.40 1316308.37 108.8 108.5 FL 15 172674.40 1316483.45 99.7 99.5 LP 16 172671.42 1316447.45 99.5 99.7 HP 17 172697.01 1316469.37 100.0 99.6 LP/ CENTER SWALE 18 172644.53 1316570.70 100.0 100.2 EP 19 1 172689.74 1316566.74 101.0 101.0 MATCH/ EP 20 171917.33 1316663.65 112.8 112.7 HP 21 171999.57 1316514.20 109.4 109.2 HP 22 172029.08 1316406.52 109.6 109.3 HP 23 172112.67 1316464.13 107.9 107.9 PVI 24 172435.79 1316542.30 101.9 101.6 PVI 25 172447.00 1316694.69 100.9 100.9 PVI 26 172236.12 1316642.75 104.2 104.2 PVI 27 172671.82 1316640.23 100.7 100.7 MATCH 28 172591.03 1316780.74 100.8 100.8 MATCH 29 172614.25 1316787.43 101.2 101.2 MATCH 30 172690.41 1316438.30 100.1 99.7 EP 31 172654.41 1316455.66 99.1 99.7 EP 32 172694.50 1316501.03 100.1 100.0 EP 33 172697.28 1316464.33 99.6 100.0 SPILLWAY EDGE 34 172696.61 1316474.42 99.6 100.0 SPILLWAY EDGE 35 172704.14 1316473.87 100.4 100.0 TOP OF POND/ SPILLWAY 36 172696.94 1316502.07 100.4 100.0 TOP OF POND 37 172694.51 1316534.46 100.6 100.0 TOP OF POND 38 172716.13 1316538.00 100.6 100.0 TOP OF POND 39 172739.51 1316446.51 100.1 100.0 TOP OF POND 40 172739.26 1316404.61 100.3 100.0 TOP OF POND 41 172732.94 1316403.07 100.4 100.0 TOP OF POND 42 172720.28 1316410.67 100.0 100.0 TOP OF POND 43 172706.75 1316463.66 100.2 100.0 TOP OF POND/ SPILLWAY 44 172729.68 1316411.99 100.0 98.5 TOE OF POND 45 172738.60 1316413.71 100.2 98.5 TOE OF POND 46 172705.86 1316503.49 100.6 98.5 TOE OF POND 47 172703.48 1316535.13 100.6 98.5 TOE OF POND 48 1 172707.41 1316535.78 100.6 98.5 TOE OF POND CONTRACTOR'S NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO '�ih ' ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY, DIA., LENGTH, CONDITION, CALL TWO WORKING DAYS PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL BEFORE YOU DIG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO,r7 . 1-800-424-5555 CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM (AS r 1',r REQUIRED) SHALL BE INCLUDED IN BASE BID. !! I a) O 00 00 oo Cy) N O CO 00 - co O �N 00 ro m w �0 _o �L O �LO wmLO C . N co N o c �- N N C 0 U)z W 0 Q U � W W 0 DQ J a W CD pZ ZQ O ti� J, Nil �� of WAs$ j lr 00 27407 q �S �CISTEg� �4 S-10 AL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: AS SHOWN DRAWING NO. C G102 SHEET: 3 of 7 1- O M 1- Q Z_ U) Z) O Z I - z LU a 00 � uQ rn ® ®J � z z Q Y ti� J, Nil �� of WAs$ j lr 00 27407 q �S �CISTEg� �4 S-10 AL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: AS SHOWN DRAWING NO. C G102 SHEET: 3 of 7 I I I I I I MATCH GRADE —J (SEE NOTE 1) GRAVEL SHOULDER (SEE NOTE 4) MATCH GRADE (SEE NOTE 1) GRAVEL SHOULC (SEE NOT e ±30' 2' nri�� TYPICAL ROAD SECTION PINE DRIVE NTS MATCH GRADE (SEE NOTE 1) GRAVEL SHOULDER (SEE NOTE 4) TYPICAL ROAD SECTION OAK DRIVE NTS NOTE: 1. EXTEND ACP BEYOND EXISTING EP TO REPLACE EXISTING DRIVEWAYS. SEE DETAIL 9 SHEET CG502 FOR DRIVEWAY PAVING SECTION. 2. SEE DETAIL 8 OF SHEET CG502 FOR TYPICAL ROAD PAVING SECTION. 3. ROAD CENTERLINE AS DEFINED IN HORIZOTAL CONTROL PLAN, SHEET CS101. 4. GRAVEL SHOULDER IS NOT APPLICABLE AT EXISTING DRIVEWAYS. SEE SHEET CP101. MATCH GRADE (SEE NOTE 1) GRAVEL SHOULDER (SEE NOTE 4) a - Wz z z IL w I -Ln 3: X Lu z MATCH GRADE (SEE NOTE 1) GRAVEL SHOULDER (SEE NOTE 4) 0 - Lu CD z U) R W � -t — 2% 2' PROPOSED GRADE + 3' ml EXISTING GRADE -i a_ LL w w w z z 12:1 42" MIN. 2 41' W 8"W 12"S D 4' 4' 4' TYPICAL ROAD SECTION MAPLE DRIVE ±30' NTS EXISTING GRADE TYPICAL ROAD SECTION BIRCH DRIVE NTS CL w 0 z U) X w MATCH GRADE (SEE NOTE 1) GRAVEL SHOULDER (SEE NOTE 4) MATCH GRADE (SEE NOTE 1) j; ro o co m 00 c U) 06 rnM CO � �o N 00 m �0) w �c 0 c U)' CD WMLO a 4 �006m C) c/5 N N N �: c o s 2 0- U) � UJ W Z VJ LD W I- W zU) Qu) �U) O w0� r) C) z® O< WAsbr l f 44 ® W W 27407 p 'S EGI STSN' �"-v S1®NAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: AS SHOWN DRAWING NO. CG501 SHEET: 4 of 7 N LU 0 .. EL 00, • , WAsbr l f 44 ® W W 27407 p 'S EGI STSN' �"-v S1®NAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: AS SHOWN DRAWING NO. CG501 SHEET: 4 of 7 MATCH GRAI THICKENED EDGE MATCH GRADE +8, TYPICAL ROAD SECTION NTS MATCH GRADE TYPICAL ROAD SECTION NTS a_ w O z X w MATCH GRADE MATCH GRADE VARIES CRUSHED SURFACING TOP COURSE 4" WT EX. 8"WT ±8' TYPICAL ROAD SECTION w w U ASPHALT CONCRETE < PAVEMENT I I 1 1 3" MIN. �— 6" MIN. 24" MIN. GRANULAR IMPORT BASE COARSE COMPACT NATIVE MATERIAL TYPICAL ROAD PAVING SECTION NTS NTS 1_ 2" MATCH GRADE CRUSHED SURFACING TOP COURSE ASPHALT CONCRETE PAVEMENT COMPACT NATIVE MATERIAL 3" TYPICAL DRIVEWAY PAVING SECTION # NTS `3 coo PI -Innis i�ri;9316 CD n 04/07/10 DESIGNED: GRS DRAFTED: MAF y DJH SCALE: 0 • Lij (<)f ,. Y. 1 .. • J f i • z 00 rc^u 00 V/ Ob Ch N 0) cy) 00 — m CO ' O NN u Q) TX —00 m ci w a� 0 �0) yJ c) m -r -o W W LO ��6 rn (6 N Q co Na) U) J ww Q z VJ Lu I --- C) w ZU) Qch Q�O' W 0i ®U Z® O of WAS j q �0 27407 ^� IST SIDNAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF y DJH SCALE: 0 Lij (<)f ,. Y. 1 .. • J of WAS j q �0 27407 ^� IST SIDNAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: AS SHOWN CG502 SHEET: 5 of 7 SEC. 22 & 23 T 23 N, R 5 E, W.M. PIONEER PLACE PIONEER PLACE VOL. 226, PG'S. 51-57 VOL. 226, PG'S. 51-57 ■ TYPE -1 CB OR INLET CB TYPE -2 CB 3. SEE SHT UD102 FOR STORM DRAINAGE STRUCTURE TABLE. 4. - SEE Frl-T WD 291-298 FGRST-GRM DRAINAGE -PT 19FILES. D PROPOSED STORM DRAIN LINE 5. STORM DRAIN LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. --FM PROPOSED FORCE MAIN 6. ;;'EST: n'-�«�-B€C�P�OF�ETE IP�6ET-�ER�E�ETl�I� B8a9, �LIT92. 7. TYPE 1 C`Q• SHALL BE CAT(oH BASIN ATYPE 1 PER Q;-��;HT U96 4 TYPE 2 !—Q.i SHaAcc BE GAT -GH BAilIIA•I T F_ 2 P—PR DFCTIlt $0 27«SHT 1o950-1 . 6. QUARRY SPALL PAD: 5'X5'X1' MIN, EXTEND V MIN ABOVE CROWN OF PIPE. 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN THESE RECORDS SHA LL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TOs~,et ENGINEER UPON COMPLETION OF PROJECT. v, 2. THE CONTRACTOR SHALL VERIFY, DIA., LENGTH, CONDITION, CALL TWO WORKING DAYS PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL BEFORE YOU DIG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTION SCALE (IN FEET) 1-800-424-5555 AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM AS 0 20 40 80 REQUIRED) SHALL BE INCLUDED IN BASE BID. N O co (13 co N � CV O CO CO . . M O I O ONN a)CO N U% O LL O C Y O +. C `) L O W (0 LO C7*_ 7j N _��co FMMMEM4 O O O C/) N N N .5 O 2 .0 I1 �4• of WAS 41* �1 27407 �s �CIsTE�� Cs~ S10NAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: 1" = 40' .,. .. 0. �4• of WAS 41* �1 27407 �s �CIsTE�� Cs~ S10NAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: GRS DRAFTED: MAF CHECKED: DJH SCALE: 1" = 40' DRAWING NO. UD101 SHEET: 6 of 7 r, a,,•r, _ :, I::lu I I I 11.::d��::1 I ,. I II : I IIIIII d�. : I: I : I.E. OUT 1 �. _ 1316646.30 101.25 91.80 (12" S) PUMPED 2 TYPE -2 48" 172648.59 1316642.11 99.80 92.10 (12" W) 93.00 (12" E - OVERFLOW) 92.10 (12" N) 3 TYPE -2 48" 172666.03 1316585.66 100.70 92.98 (12 W) 96.37 (12"S) 92.98 (12" E) 3.1 TYPE -1 172551.12 1316557.86 100.13 97.55 (12" S) 97.55 (12" E) 97.55 (12" N) 3.1.1 INLET 172543.62 1316593.78 99.81 97.92 (8" W) 3.2 TYPE -1 172327.56 1316503.78 103.50 101.00 (12" S) 101.00 (12" E) 101.00 (12" N) 3.2.1 INLET 172321.92 1316527.11 103.58 I I+ TYPE -1 172035.98 1316433.24 109.40 106.50 (12" S) 106.76 (12" E) 106.50 (12" N) 3.3.1 `= 172030.33 1316456.56 109.80 107.00 (12" W) 3.4 TYPE -1 III 1316415.22 d 1 I � , r, m „ .,. , � INLET POND DRAIN/ IN III 111.70 109.20 (8" W) 3.4.2 TYPE -1 171976.72 1316347.09 112.20 I FT 109.30 (8" E) 3.5 OUTFALL 171866.03 1316458.92 115.29 6D 113.00 (8" N) II , 172670.05 1316536.64 100.05 93.47 (12" W) 93.47 (12" N) 93.47 (12" E) 4.1 TYPE -1 172705.55 1316534.73 98.50 94.50 (12" S) 5 TYPE -2 48" 172674.40 1316483.46 99.50 94.00 (12" SW) 94.00 (12" E) 6 TYPE -1 172638.82 1316435.15 99.30 i 94.60 (12" NE) 7 TYPE -1 STORAGE POND 1316367.83 101.38 98.35 (12" N) 8 TYPE -2 48" 172617.63 1316792.68 101.50 93.34 (12" SW) PUMPED 9 TYPE -2 48" 172612.21 1316736.99 99.60 95.07 (12" S) 93.90 (12" NE) 94.00 (12" W - OVERFLOW) 10 TYPE -1 ------------------------, I I i 1316708.06 100.45 96.21 (12" S) 96.21 (12" N) 11 TYPE -1 172280.10 1316653.62 103.40 98.50 (12" E) 98.50 (12" N) u i I j 172259.77 1316731.07 103.75 99.30 (12" E) 99.30 (12" W) 13 � 172239.44 1316808.52 I � 100.10 (12" W) 13.1 TYPE -1 172340.36 1316831.70 102.50 p 14 TYPE -1 i 1316769.82 _II 104.40 (12" S) 104.40 (12" N) 15 TYPE -1 171903.92 W 111.50 108.70 (12" S) i � 16 TYPE -1 -0f)T 1316727.75 M 109.55 (12" S) kk cs� � r • �AA rl TYPE -1 171721.14 1316693.95 F116.85 113.38 (12" N) OT - m N 9 M LI T '� mo Ip l II I J I _ _ I G ... ._ . � III 111111(IIIIIII II.I NUill,. .. ..,F � .......:l I .IIIIIIIIIII I:I.I::It , ____ � �-,..r .L iul ul::u!uu , I.II:II uuliI l::u„llu I I I I IuIl IuIlmI :ln Illill „I � --. --. Il I -.-I. III--.Ih.11-ll „- - ., IIIII9IIIIIIIIIIIII W,IIIIIIIIIIIIIIIIIIIIIIUIIu1I II IIIIIII IuVII1!IIIi1IIhul:,. ' I kll,= II :1II I . udrw PIIIIII _ 65 LF 2"0 DI PRESSURE LINE _ TO REPLACE EXISTING II I,,Ip ILL IIIIIII I FM I I I II r, 35 LF 2"0 DI PRESSURE LINE Ir, I�I M TO REPLACE EXISTING Al Ill REMOVE AND REPLACE EXISTING PUMP STATION STRUCTURE. EXISTING PUMPS TO REMAIN IIII VI: REMOVE AND REPLACE IIIIIII 30 LF 12"0 CPEP EXISTING PUMP STATION STRUCTURE. LL ISI S=0.010 FT/FT EXISTING PUMP TO REMAIN :II III i II II �I Ilii I'IO O IIIIIII I _ v,ll �IIIII. II" II 2 D O III III . 1 D � GPEP �,0 10LF 12,Io C 2 P 2A EP (OVERLF-"_ D 55�F 1 O 5=0.010 FT/FT D D ul - O I 9 .I P DETAIL B ...�_a 2L,'=d_.A v_'t2 i rY.L I . I. .. .. a a.� STORM DRAINAGE STRUCTURE TABLE OTYPE 0 0 IT 0 NORTHING EASTING RIM I.E. IN I.E. OUT 1 TYPE -2 48" 172679.22 1316646.30 101.25 91.80 (12" S) PUMPED 2 TYPE -2 48" 172648.59 1316642.11 99.80 92.10 (12" W) 93.00 (12" E - OVERFLOW) 92.10 (12" N) 3 TYPE -2 48" 172666.03 1316585.66 100.70 92.98 (12 W) 96.37 (12"S) 92.98 (12" E) 3.1 TYPE -1 172551.12 1316557.86 100.13 97.55 (12" S) 97.55 (12" E) 97.55 (12" N) 3.1.1 INLET 172543.62 1316593.78 99.81 97.92 (8" W) 3.2 TYPE -1 172327.56 1316503.78 103.50 101.00 (12" S) 101.00 (12" E) 101.00 (12" N) 3.2.1 INLET 172321.92 1316527.11 103.58 101.25 (8" W) 3.3 TYPE -1 172035.98 1316433.24 109.40 106.50 (12" S) 106.76 (12" E) 106.50 (12" N) 3.3.1 INLET 172030.33 1316456.56 109.80 107.00 (12" W) 3.4 TYPE -1 171961.51 1316415.22 111.45 108.90 (8" SE) 108.95 (8" W) 108.94 (8" E) 108.90 (12" N) 3.4.1 INLET 171956.43 1316441.11 111.70 109.20 (8" W) 3.4.2 TYPE -1 171976.72 1316347.09 112.20 _ 109.30 (8" E) 3.5 OUTFALL 171866.03 1316458.92 115.29 116.00(S) 113.00 (8" N) 4 TYPE -2 48" 172670.05 1316536.64 100.05 93.47 (12" W) 93.47 (12" N) 93.47 (12" E) 4.1 TYPE -1 172705.55 1316534.73 98.50 94.50 (12" S) 5 TYPE -2 48" 172674.40 1316483.46 99.50 94.00 (12" SW) 94.00 (12" E) 6 TYPE -1 172638.82 1316435.15 99.30 94.60 (12" S) 94.60 (12" NE) 7 TYPE -1 172362.89 1316367.83 101.38 98.35 (12" N) 8 TYPE -2 48" 172617.63 1316792.68 101.50 93.34 (12" SW) PUMPED 9 TYPE -2 48" 172612.21 1316736.99 99.60 95.07 (12" S) 93.90 (12" NE) 94.00 (12" W - OVERFLOW) 10 TYPE -1 172501.35 1316708.06 100.45 96.21 (12" S) 96.21 (12" N) 11 TYPE -1 172280.10 1316653.62 103.40 98.50 (12" E) 98.50 (12" N) 12 TYPE -1 172259.77 1316731.07 103.75 99.30 (12" E) 99.30 (12" W) 13 TYPE -1 172239.44 1316808.52 104.05 100.10 (12" S) 100.50 (8" N) 100.10 (12" W) 13.1 TYPE -1 172340.36 1316831.70 102.50 101.02 (8" S) 14 TYPE -1 172071.77 1316769.82 107.00 104.40 (12" S) 104.40 (12" N) 15 TYPE -1 171903.92 1316731.97 111.50 108.70 (12" S) 108.70 (12" N) 16 TYPE -1 171869.99 1316727.75 112.70 109.55 (12" S) 109.55 (12" N) 17 TYPE -1 171721.14 1316693.95 F116.85 113.38 (12" N) CONTRACTOR'S NOTES: 1. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO ENGINEER UPON COMPLETION OF PROJECT. 2. THE CONTRACTOR SHALL VERIFY, DIA., LENGTH, CONDITION, CALL TWO WORKING DAYS PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL BEFORE YOU DIG ALIGNMENT OF THE EXISTING UTILITY PRIOR TO CONNECTION 1-800-424-5555 AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. POTHOLING AND TV-ING OF SYSTEM (AS REQUIRED) SHALL BE INCLUDED IN BASE BID. city of Ren 'l nnirig t)ivlC f4 C: 5 w waJ �;3 SCALE (IN FEET) iii -No NEIII 0 5 10 20 L n 0 0 IT 0 DESIGNED: 00 DRAFTED: c� CC) CHECKED: DJH SCALE: cn OO C., cv rnICY) 000 m� U) NN X a)CO m c� cy) � c Yo w @s o WW Irn L0 > U �> 4 �00NCN co `° a) o o U)c N (1) O i COLLj 0 Lu •f LLJi a O Q c!a _ U) D` 0 Lu Z_ 0 EQ O r Z W J U) W W 0 �w c� ZQ Qz wo 0 2 z11� Oo of (3) o DESIGNED: 00 DRAFTED: c� CC) CHECKED: DJH SCALE: cn OO C., cv rnICY) 000 m� I 0 NN X a)CO m c� cy) � c Yo @s o WW Irn L0 > U �> 4 �00NCN co `° a) o o U)c N (1) c W J U) W W 0 �w c� ZQ Qz wo 0 2 z11� Oo of 04/07/10 DESIGNED: VUL DRAFTED: MAF CHECKED: DJH SCALE: • i COLLj 0 •f LLJi a WAS�j lr DO(` °x SEC74078 s ISTE Cs S10NAL JOB NO.: 15093201 DATE: 04/07/10 DESIGNED: VUL DRAFTED: MAF CHECKED: DJH SCALE: 1" = 10' DRAWING NO. UD102 SHEET: 7 of 7