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Home My WebLink AboutLUA-97-128 Large FormatI _8 H N CL 1 w H z � n _ �U LIJ LIJLJ z O OQ0 = zz jJ ob n J ELYZ~ Cn 00 �0z ~ 0 L�J V � of Q Q 'E o� E-1 W t 01 cv -o mE c C: N P� C Cup, Illa� OEM,, z 0 0 MATCHL C7 Z z z 0 20 40�M 00 Z � o SCALE: 1" = 20'-0" CL Q oU i ✓ W o < 5' WIDE WATER EASEMENT TO OITY OF RENTON REC. NO, 881229i2 i a RIM= 1 5.5' 1.E.=12.8` E I.E<=12.7'N 15 R .0 e s a 1�W 1 7` SDMH RIM 15.9' I.E.= 2"OUT) ' 9 i g91 ' A 1 c � �1"9 ��✓ - 4 f A =30' 15 55 R=540.00 L=285.24' BEARINGS ARE BASED ON CITY OF REN70N SHORT PLAT NO. 016-88 AS RECORDED UNDER KING COUNTY REC. NO. 8910279013 VERTICAL DATUM ELEVATIONS ARE BASED ON CITY OF RENTON DATUM USING BENCHMARK NO. J-384 ELEV. = 32.27' LEGAL DESCRIPTION vv.v f, ° 99�, W;##I SIGN J J` � ,g "Ill '0 0 rod + ° 9.0' so PYLON SIGN ITfJI o- 9 s 24. R 0' 5 f`r TP _ �� ff 3 .,<Prf R50.0' ^.. O ER SEh�ENT Q � ° '. UGi PER` �$ 5� �� NO. 8708100852ZVREC > ,reJ R3.0wok ' C 9a 'f8.0 p P OF �. Q 0' e WALK ��T14F RENTON REC. N0. 87 2020 38— §.,4,�1�'O 3 A6 I•E.=11.2' 4 r:_. O R 10.0 R iJc)),,,.^ • ..-.i.r4m'f ^ 1 ;©' D air f- ^ � R,g60 00 9 @ " �, Jam'• " 0 TOPOGRAPHIC SURVEY PROVIDED BY: HEBRANK, STEADMAN & ASSOCIATES, P.S. PROFESSIONAL LAND SURVEYORS 6564 FIFTH AVENUE SOUTH SEATTLE. WA 98108 (206) 762-4982 JERROLD S. STEADMAN PROFESSIONAL LAND SURVEYOR LICENSE NO. 29282 STATE OF WASHINGTON LOT 4 OF CITY OF RENTON SHORT PLAT NO. 016-88 RECORDED UNDER RECORDING NO. 8910279013, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF TRACT B, WASHINGTON TECHNICAL CENTER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 122 OF PLATS, PAGES 98 THROUGH 102, INCLUSIVE IN SAID COUNTY. SITE ADDRESS: 1100 OAKSDALE AVENUE, RENTON, WA 98055 KING COUNTY TAX PARCEL NO 918800-0148-08 SITE ZONING = "COMMERCIAL OFFICE" SITE AREA = 169,275 SF (3.8860 ACRES) Launch No, — ESA No, 41b _ WARNER ENGINEERING Permit — 5122 Olympic Dr. NW Suite B204 Gig Harbor, WA 98335 Submittal Office 206) 858-8577 Permit — Fox ;206) 858-8579 Clearance Bld Issue — Constructloa — Issue t LE.=12°" IN 9.9' I.E.=12" IN 9.8' + I I.E.=24" IN 8.6° RISER 4EL==7.9' TOP OF CENTER CAP BOLT ELEV = 17.£5 NEAREST STREET INTERSECTION IS OAKS DALE AVENUE AND G RA.DY WAY, APPROXIMATELY 190 FT SOUTH OF THE SW CORNER OF THE PROPERTY SITE INFORMATION 169,275 TOTAL SITE AREA (SF) 67,842 TOTAL BUILDING AREA (SF) 22,614 FIRST FLOOR AREA (SF) 13.4 PERCENTAGE OF LOT COVERAGE 120 TOTAL NUMBER OF PARKING STALLS 27 NUMBER OF COMPACT (C) STALLS (9'x16' + 2' OVERHANG) 86 NUMBER OF STANDARD STALLS (9'x18' + 2' OVERHANG) 7 NUMBER OF HANDICAP STALLS (INCLUDING 1 VAN STALL) 5,635 AREA OF INTERIOR PARKING LOT LANDSCAPING (SF) 68,050 AREA OF ALL OTHER LANDSCAPING (SF) 250 ALLOWABLE BUILDING HEIGHT (FT) 250 PROPOSED BUILDING HEIGHT (FT) BUILDING SETBACKS REQUIRED BY CODE: 20 SETBACK FROM NORTH PROPERTY LINE (FT) 60 SETBACK FROM SOUTH PROPERTY LINE (FT) 60 SETBACK FROM WEST PROPERTY LINE (FT) 20 SETBACK FROM EAST PROPERTY LINE (FT) PROPOSED BUILDING SETBACKS: 81 SETBACK FROM NORTH PROPERTY LINE (FT) 73 SETBACK FROM SOUTH PROPERTY LINE (FT) 86 SETBACK FROM WEST PROPERTY LINE (FT) 54 SETBACK FROM EAST PROPERTY LINE (FT) EXISTING LEGEND K a e- SDM RIM=14• 5' I.E.=8" & 6" FROM S.E. 11.2' I.E.=8" & 6" FROM S.W. 11.4` I.E.=12" P.V,C. 10.9' ,FENCHMARK TOP OF CENTER. CAP BOLT ELEV 18.02' PROPOSED FIRE HYDRANT -� FIRE DEPARTMENT CONNECTION fik WATER VALVE N ER WATER METER WATER VAULT WATER MANHOLE W WATERLINE CATCH BASIN STORM DRAIN MANHOLE — D n> STORM DRAIN LINE SANITARY SEWER MANHOLE S SANITARY SEWER LINE TELECOMMUNICATION MANHOLE POWER TRANSFORMER T UNDERGROUND TELECOMMUNICATION LINE , P UNDERGROUND POWER LINE P OVERHEAD POWER LINE G GAS LINE POWER VAULT POWER MANHOLE UTILITY POLE UTILITY POLE WITH LIGHT YARD OR PARKING LIGHT LT/TS LIGHT & TRAFFIC SIGNAL VAULT CONCRETE SURFACE EDGE OF ASPHALT IRON PIN WITH SURVEY CAP STAMPED "LS 6434" GUY ANCHOR TP-1 TEST PIT ii BORE HOLE OCT COTTONWOOD TREE D DECIDUOUS TREE "M MAPLE TREE SA. A. SM _ cc-F. 9 -i- —W— ■ SD- -SS— A, j Gto EMERSEEN a Z s m Q �N � U V / Lw �® n J z °� w oLd 0>CD z Q LLj W J Jp3U � _z O Qz ESQ OU D ~ W �1r L w+ a0 Qa o� � •c Q E-4 W �d � F-1 0)c E N RII 9 11■1� z 0 U) 0 z MATCHLIN4 w 0 20 40 �✓-�� L d6� SCALE: 1" = 20'-0" d yp] 3 15' WIDE WATER EASEMENT iFiF TO CITY OF RENTON REC. NO, 88122'302 F �m RIIYt}� = i .�p � E.E.= 12.8 E.E.=12.7 N SDMH RIM 15.9' LE.=12,0'(12'OUT) LIE.=12,2'(81N) a� 0 E e.,swem: d 4. oar �* i � �✓� Y - f r7 "•rtJ tat - ... ... .... dat , -t , r -f d S tr ,', '-A q�,, • ' N"i �f .. .... .... } - 'r�ta.t_,.aapt.r.tr,t,a + '' »• f ,s•` M, Y`,. ,'a .. ;},., ...... RIM=1 .0 .�©.' 19}0� gjl�jq �y •" }pry ,:a, y.•`` Ja''..~r° .� 1� { r 4� O i 'i '!>3 a�+' ,t ,' . /, a a X,f`�: : ,SANtf` f '•� r ,Y'a ✓f „wr i' 5�''°�t' s r'4 :.Ni'-rt'.e:sirt-. , ,', .',�t%sy'J''.r :°..": ,ta'` ,/ ,.•" '"ly J.S`. d."A' ,',,a „rY':r.,•i`. tom' •.,.-i':.1�•Y'"�ra:*.a✓P -i �J p �„� , t • ��t'` rt � _: � � ` � , , , .' f�, r+r :: ,':,o.n :t. �t '''°�: f'.•�j' d • '�; {� r a� i :,.�,t'f�y�.�%eepp}�FFff�((ro �p�55g�,q��(�gq:::::::::,'. `N`1$5 •' ' .t7 r•. "� ' ' ' ,'- rf . R,FGe.0 r f's'4d s �nMa L WkdG?,,r .d. ,', , . a' ' , a ` ' e . J, •/ii .ffi' se role..,• ,M Isf• V 8` r,,a4 • y N »i • 'ate,% a ';r°: . a� L wP rt•' a` ' a s/ x O I G A . • ^Ag' , ,+• CN - , - a •,`TI a • ',, " , . 4 f .fit � � r !{ (^�d � �� '`� ii • ' r , •�'%} %-' •'.f e,ii ''q- t rs ,, f°" Rtar ^,,,,a,� A.�'w✓ �,.� 'S1 lb -a1 , ��+f.1,}�_,r:T: .. . , , .. . . - , ........ ' . ... f r• iE • , a ,,., , , r Q=30'15'55" R=540.00 L=285.24' BEARINGS ARE BASED ON CITY OF RENTON SHORT PLAT NO. 016-88 AS RECORDED UNDER KING COUNTY REC. NO. 8910279013 VERTICAL DATUM ELEVATIONS ARE BASED ON CITY OF RENTON DATUM USING BENCHMARK NO. J-384 ELEV. = 32.27' LEGAL DESCRIPTION TOPOGRAPHIC SURVEY PROVIDED BY: HEBRANK, STEADMAN & ASSOCIATES, P.S. PROFESSIONAL LAND SURVEYORS 6564 FIFTH AVENUE SOUTH SEATTLE, WA 98108 (206) 762-4982 JERROLD S. STEADMAN PROFESSIONAL LAND SURVEYOR LICENSE NO. 29282 STATE OF WASHINGTON LOT 4 OF CITY OF RENTON SHORT PLAT NO. 016-88 RECORDED UNDER RECORDING NO. 8910279013, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF TRACT B, WASHINGTON TECHNICAL CENTER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 122 OF PLATS, PAGES 98 THROUGH 102, INCLUSIVE IN SAID COUNT. SITE ADDRESS: 1100 OAKSDALE AVENUE, RENTON, WA 98055 KING COUNTY TAX PARCEL NO 918800-0148-08 SITE ZONING = "COMMERCIAL OFFICE" SITE AREA = 169,275 SF (3.8860 ACRES) WARNER ENGINEERING 5122 Olympic Dr. NW Suite B204 Gig Harbor, WA 98335 Office (206) 858-8577 Fax (206) 858-8579 Launch No. ESA No, 1� PerMlt Submittal Permit Clearance Bid Issue Constructlon Issue 0 00 00' L�88 11 BENCHMARK TOP OF CENTS ELEV = 17.65 ;;00' N I.E.=12"' IN 9,9° IZ=12" IN 9.8' I.Ea=24" IN 8.6' IoE =24" OUT 4.7` RISER. ELa-7.9' r ,BENCHMARK TOP OF CENTER CAP BOLT ELEV = 18.02" / 01 MH RI Rf1,A=14a5' I,tw — 8" FROM S.E. 1 1,2' !. �. > 6� FROM S.W, 1 t.1' =12 P.V.C. 10.9' LEGEND ®-EXISTING PROPOSED FIRE HYDRANT -111P_ FIRE DEPARTMENT CONNECTION ® WATER VALVE N EB WATER METER ■ APPROXIMATE QUANTITY OF CUT = 7200 CY (APPROXIMATELY 2800 CY OF CUT IS UNSUITABLE FOR REUSE 0P SITE) APPROXIMATE QUANTITY OF FILL = 5300 CY SOIL EXPORTED FROM THE SITE WILL BE DISPOSED OF AT A LOCAL 9W..APPROVED FOR DISPOSAL OF SOIL WITH DEBRIS 10 WATER VAULT WATER MANHOLE W - WATERLINE CATC H BAS I N STORM DRAIN MANHOLE "u D STORM DRAIN LINE SANITARY SEWER MANHOLE S SANITARY SEWER LINE TELECOMMUNICATION MANHOLE POWER TRANSFORMER T -- UNDERGROUND TELECOMMUNICATION LINE P UNDERGROUND POWER LINE P OVERHEAD POWER LINE O GAS LINE POWER VAULT 0 POWER MANHOLE - UTILITY POLE UTILITY POLE WITH LIGHT YARD OR PARKING LIGHT L`f`/TS LIGHT & TRAFFIC SIGNAL VAULT CONCRETE SURFACE EDGE OF ASPHALT IRON PIN WITH SURVEY CAP STAMPED "LS 6434" q°°°° GUY ANCHOR TR-1 TEST PIT BORE HOLE COT COTTONWOOD TREE D DECIDUOUS TREE M MAPLE TREE 5A, A, SM, FCF-9 7- /,28 ■ — SD — c2.o 8 8 z 0 s 2 L a0 v v L rtJ 0 i C Q C �uy } T4 I C vv U F- = a� I f3f RIM=1S,2' � a ,s,•„s.=• a m ,bm^S..«SMH SSM_H 1 t J��RIM=13.3y SDMH I.E. OUT= 9.1' UTILITY IE.=12e. IN 2,1' (NO ACB CCESS)REC. , 09179 04 RIM=1&2p I.E=1OUT 2,fl, RIM- I.E. 12r1 LE.= 100 S h` 4 � hh,`'r . a t A s nsnccmc'^^ Y emo> s` { wu+.,,n i roawu^•^' ✓ �9 i9ri W W W 3}( W 17 42" QMP PIPE i U,P. W/4 POWER LINES E f 7 POWER LINES E 7.5' GAS EASEMENTnow � ` � r $ •' f .3 POWER LINES S RED, NO. 8810110122 ~ � I 12' PIP Q 20 40 E. =4.7p ; T> r , J � T. I SCALE: 1 " = 20' SWALE � �� 0,� I � , . p p I SCALE �� yy }pear ' � a �p ��t, �� I � s..., a 1 4 'uf r r .. .................... .......J ' ' S M g/''.�� ([r"y�{ f Q �,�¢}' ""� • "'" womv. CIA 8512169001 RECORD LOCATION WATER 'VALVE S01 ' '14'28 W ,'f G� `r: $ p C3 , r ' ,Ne' .'f 47.61 __._..r ..• - ,�• ., "�' �' a r �� i >� r' ' �� Ire J%r,r .'�` `xsm��m>��,w� I 1 ..i r rr y,.. , � • d . . S r.stJv i,',,�.aw°,w.' . , .. ... Qry "rpr 9 3, ,,,,.. N,• .�'� afar q 7—, �A f erfeda+aJ •'S i }yy i/ 'J Hir , v'1�' Y .. .J�i 'N F '+b,± p SE EIT J s^: J- vv 2�i Pi�+�'ER EA r ' L. R . if+^�,� ��yj f��iiC}5fl�iLJ r Jr� E� NS.P, G#;�L6£F TO PUGET POWER , r . ,r ' N f r • • • • `gam, �) .1 A ♦p1♦ f ' J ,�+� s` ♦ f, Q ,s,r S •^J I .i.�t py .>r P.' ,`F n • :J. J/ • Jr ' r "'t 'Jyrr Sfj��i H1• to N' ' , 0 • /r, ' � V' • � sr i —� , N r r+4 ''f 5 for J .^ . RS., 6$y�� 9 � s 9• Jy+� 1111ffff�� s W rI v J•J'fP` �"y `'a' sfr J i,,'i qq /s' f J r" • 1 �y Y. r'f.. 1u >Q o f 3:. JLi %U 0 �g (� awi'4 J i� 's . f^ .�.'. 'J I'� •f , , / I1 ! J f. • a>S r, ' fJ ! r • J s "fir; :':" :f- D , .�yy r iv 9 i. •yi yf(V�`� I iJ j {n� 1 •S'V V„IIII •'• r', ♦III„• "' {, d jr 2 •J' Jy�, N • 4 "t , f ' • tt 'ram%� � f iA ! "i pp k a ' w ±!r y w' r' N M/ F •M jGa r •ri. „ Fl r,� r Y ¢k B ri i,r r a: , . I%' r J r• r ,I, •,J J m Y' s r„ s ry >rl a Y r .+LJ gA, ®il 'i ' i P ,,�•-- T P E(� EhAE t7 PU ♦ P { ., If J♦ �> r, f J rI'i I' EASEMENTGAS ,, j sr ;r s ..': a'.: T I�IIN T rS NATURAL GAS:77,07_ ':.' a '• � ::�'• REC. Nei• 62€�468'� � �' CD ' : ; . ' 18.' . ' 9 ft y� r ,,.00 �' m r. � ,�"� a 9 Y ' pp r 3 FI "emF ''7i ;✓ 4r •:, �y Sl �a • ��, ',+>• 49.9 IIM=17.1k I '" �• F = 1 9 .00 :7' ;s� ;tt ;' ' ,l'r = I — !' N I.E.-14.7� r' ` • :�: y J :.... ....... � r, ao 18.50 :• ..,....... `z 011 18.50 18.45 > 9 = J J 0 FL U C�9 6V �C�.9 00 a a_ Q L W cri � I m Cl- I-�- (' z O NO 0 z CB RIM=16.4' I.E.=13.3' GIB RIM=15,8' I<E.=13.3' ;.t PA M , g • J MATC H Ll N rrI r r I: I 18.50 18.2 I�.•�II<�� •�'!I<IIIIIIIII<I� iIIIi�I %I�:�IIIIIIII/IIIIII � '' ��„ �I4p 4p, I10 01f q I�I�I�I��IIi . , . IIIIIIIII 5IIII45401 IIIIIIII • •- '�IIIIII<IIIIIIII/II/IIII<IIII �I %�III�IIIIIIIIIIIIIIIIII�IIIIII � j , �IIIIIIIII/hI•�IIII'IIIIII<IIII ' IIIII<IIIILIh1�1<'��IIIIII/II'II � i5III � • IIIIIIIIIIIIIIIIIIIIIIIIII/I�� ,.!IIIIIIIII/IIIII/I/III/ III :. i i ��•'� ��:II/III/I/II�O �'` • _, �'_ � • I * n + 1 • I r _ 1 � M i PermitIng. Launch No, ESA No. 4lip WARNER ENGINEERING 5122 Olympic Dr. NW • •. Harbor,Gig 98335 Bid Issue ..all �1�.�� I+I��l�l Issue i- r :,`ji .,✓fir 'fJ 90113511 r 0 L-, a LUMO z Lu n n n CL I a W J ::) z LLJ Lj j0 0azz U7 J V �QQ V) _Z C)OO� p W LY_ V)aW 0 t L_ Qo a� o o4.j a� o _2E o �-0 E- 4 Q U Ed W� L) �a DE HIV a� Q 11111� z 0 zz I EXPIRES 05 24 Ago MATCH L14" e €, 4 NK 17.Q0 s. _ o .,F�,64k r 0 20 40 4 b 4 o" �y.r SCALE: 1" = 20'-0" ;1 s. , a 5' AIDE WATER EASEMENT � d � � � O CITY ol��MyyRENTON a 17.25 •`" o �q r .6°, 16.60 1 j�� REEC. N U f 2z��. L2u--"'--'^-.----------------�- I r a 8 . " ;' ' ,U IREC, NO 7 INSTALL STABILIZED CONSTRUCTION ENTRANCE • 16 45 15 4 tEX •s 16.20 E - 3 t � � � :' ♦''0..'/fit:%:::,'.,, [.� Q q � A ", •., 'i, ;tAl.K & U.i g p GI OF RENTON �,,�" �' ° < � CB RE NF 13 02(ZS3 .-A OP�E eve R��• .�. RIM=15.5p I.E.=12.8� E a 1 la 6nw I,E.=12.7 N� e 4 C's I I ! 1 RIM=14.0 q6 I.E.=11.2' $ O a 'rF��` ,,f_- .✓' N1�5 + 16.45� + r f15.50 aii RIM=1 d-.5' IZ=8" 6: FROM S.E. 11,2' I & 6" FROM &W, 11.4* . .=12'° F.V.C. i 09' f. BENCHMARK TOP OF CENTER CAP BOLT r`.-.LEV = & &02' F� 16.50 It 16.05 ..,ram" MH ��2 1 _ s RIMµ14b' 201.1 ° 4 16.3 EX. 0 a .E•=4.3 2. IN - fir_•. — I.E. 12" IN 9.8'-,'p.-- . I.E•= 4" I°d t.19' SEM I,E.=OUT 4.7' EP \ �- �- ' LEGEND - ." RISER L =7.9' EXISTING f PROPOE �' T L I41AN;E BERM FIRE HYDRANT t " e��-'"�.. O p0 ,• / FIRE DEPARTMENT CONNECTION 1R WATT VALVE N WATER FF€ � } BENCHMARK �1� � ; 1 S.' 9 - TOP OF CENTER CAP BOLT RI / \ (�� ' I.E.-12.0'(1 "0UT) ELE�r - 1 ?.65 0� C \ WATER VAULT ' 1.E.w 1 y.2'1$ P4`1 � � ! � � am+ n � � ^A� QO WATER MANHOLE y ` "j��, �•� �`G �\OF .' / O / W WATERLINE — W CATCH BASIN Q =301555n p P / , �- STORM D_RMN MANHOLE \ � R=540.00 L=285.24' CH..' +NI I.. -� . �., f -- : D STORM DRAIN LINE — SD— SANITARY SEWER MANHOLE SANITARY EWE LINE SAN AR SEWER N - �"`� TELECOMMUNICATION MANHOLE' POWER TRANSFORMERy Q \�1 BEARINGS ARE BASED ON CITY OF RENTON TOPOGRAPHIC SURVEY PROVIDED BY: - �' P T UNDERGROUND TELOMMUNICATOtdILINE SHORT PLAT NO. 016-88 AS RECORDED HEBRANK, STEADMAN &ASSOCIATES, P.S. w-" -� / �� / / / UNDE�GJND POWER INt_ ' UNDER KING COUNTY REC. NO. 8910279013 PROFESSIONAL LAND SURVEYORS M 6564 FIFTH AVENUE SOUTH �-� f / ��/ ©\�\ �' -~ OVE VERTICAL DATURHEAD POWEIRLINE ELEVATIONS ARE BASED ON CITY OF RENTON SEATTLE, WA. 98108 �R �G'(\ t- DATUM USING BENCHMARK NO. J-384 (206) 762-4982 r'' �\ G \� \ °� G GAS INa ' JERROLD S. STEADMAN -�" P M �' A- - POWER VAULT PROFESSIONAL LAND SURVEYOR LICENSE NO. 29282 a ~ �-p �' I -POWERN fbLE STATE OF WASHINGTON �-' a '� �` ✓ N~- �UT4L1fY POLE L�Ufi„ Q€SCRIPTION •/ r� - �' UTILITY POLE WITH LIGHT LOT 4 OF CITY OF RENTON SHORT PLAT N0. 016-88 RECORDED UNDER - - RECORDING NO. 8910279013, RECORDS OF KING COUNTY, WASHINGTON, �^� -�� ! `��" ; YARD OR PARKING LIGHT BEING A PORTION OF TRACT B, WASHINGTON TECHNICAL CENTER, ACCORDING - y TO THE PLAT THEREOF RECORDED IN VOLUME 122 OF PLATS, PAGES 98 a- I \ LT/TsLIGHT & TRAFFIC SIGNAL VAULT THROUGH 102, INCLUSIVE IN SAID COUNTY. CONCRETE SURFACE SITE ADDRESS: 1100 OAKSDALE AVENUE, RENTON, WA 98055 KING COUNTY TAX 9188000148-08 „ PARCEL NO - '``� � „�- f_- EDGE OF ASPHALT SITE ZONING = COMMERCIAL OFFICE a--' SITE AREA = 169,275 SF (3.8860 ACRES) �" "' n IRON PIN WITH SURVEY CAP STAMPED "LS 6434" " - - GUY ANCHOR Launch No, APiIMATE QUANTITY OF CUT = 7200 CY TEST PIT ESA No, 4T'2L I---.�-~ � .APPROXIMATELY 2800 CY OF CUT IS UNSUITABLE FOR WARNER ENGINEERING Permit �. �'`� REUSE ON SITE) °I BORE HOLE Submittal �- W 5122 Olympic Dr. NW Office (206) 858-8577 Permit • f ��` Suite B204 Fax 206 858-8579 Clearance APPROXIMATE QUANTITY OF FILL = 5300 CY �T COTTONWOOD TREE (� C5,0Gig Harbor, WA 98335 Bid Issue - ® - SOIL EXPORTED FROM THE SITE WILL BE DISPOSED OF AT A D DECIDUOUS TREE Constructlot�— �� 0� �®�T LOCAL SITE APPROVED FOR DISPOL OF SASL W OIITH DEBRIS Issue M MAPLE TREE A- N N N N A A 6A, A, 9 M , FeF- 9 7- / ;2$ ;r J J k.-Pn R�,1-tI�l -I f- IW.v M n O� r H O sA, A, sM, EeFA7-iab SAI q) SMO CCF -q 7-/;'8 a w w cs uw m h N N PRF-FIN. ALUM. OF RCT►�ON 1NG SA k SM CCF-97->�6 IDPF-17Ihl Al I IAA cTAkinikit' crAu RECEIVED 2 b 1997 -SPA Ap S M ? CeF' / % - %o28 MENT pLANNMG -icJELvI' _ CITY 0 R TON o o NIATCHLINE IV v \ ` S C 1 4 (� } 3 0B i2 IG - z _----- 77-= 0 20 40 I o 3 170 SCALE: 1 " = 20'-0" I _ W W Z W Z O 15' N+=UE 'V!PTER EASEMENT I I _ TO CI T� OF. RENTON REC. NO. 8812290202 m; Z _1— Z z W LM '1 501) , o It n lI : W Z (J� 3 AR �3 Ib In Cf) 0 Wry W 1 w a i C3 J 1 1L W x L_ o a� o 0 L r � .N � o E_ Q �y v I� n. n. a- a —a v \ C) +T p �E �E E d c� °J n V� 0 j N 0 W=� aZZ 0 N z N=o �o� W O Q LL Z W I 1 - 0 =30' 15'55" R=540.00 L=285.24' 15' POWER EASEMENT SOD 1-0 PUGET POWER REC. NO. 8708100852 --- -�` ' 1hALK & U I,LI l y / EA. CITY OF RENTON REC. NO. 87 202O838 �0 ar!'9 1;D - SEENOTE �. NAB / Key Botanical Name Common Name Quan. Size: HT: Sac Trees P5 AR GJ Prunus subhirtella 'Autumnalis' Acer rubrum 'Red Sunset' Cercidi h llum jqponicum Autumn H n Cherry Red Sunset Moe Katsura Tree 11 20 5 3' Cal. 3' Cal. 2 1/2' Gal. 12' 14' - 16 q' AP Acer palmatum Japanese Maple 2 1 1/2' Cal. 10, M5 Magnolia stellata 5tar Magnolia 7 5' PG Pinus eontorta Shore Pine 7 G' _ 7' LS L' uidambar styraciflua 5weet um 5 2 1/2' Gal. q' - 12, PO Picea ornorika 5erblan 5 ruce 7 G' _ 7• TC TO TUia cordata 'rm re' Thu'a occidentalis 'Emerald Green' Greens ire Littleleaf Linden Emerald Green Arborvitae 1 q 3' Cal. 14' - 16 5' - G' Shrubs VT OD PM RU RC RD RR RH IG OB GG Viburnum tinus 'gyring Bouquet' Osmanthus delavayi Pinus m o m o Rhodo. ' Cfhi Rhodo. 'CunnimMm's White' Rhodo. 'Dora Amateis' Rhodo. 'Rama o' Rhodo. 'Akong K Ilex crenata ' Convexa' Osmanthus x burkwoodii Cistus eorbariensis 5.6. Laurestinus Delavay Osmanthus Dwarf Mu ho Pine Unique Rhododendron C.W_ Rhododendron Dora Amatels Rhododendron Ramapo Rhododendron Hong Kong' Rhododendron Japanese Holly Osmarea burkwoodll Whlte Rockrose 63 5 10 12 16 27 q 6 8 61 15 12 5 Gal.. 3G' Mt. Min. 5 Gal., 24' Mt. Min. 24' 5pr. 30-/36" Ht. + 5pr 30'/36' Mt. + 5 r 101/12' Ht. + 5 r. 10'/12' Mt. + 5 r. 30'/3G' Mt. + 5 r 2 Gal.. 18' Ht. Gal.. 24' Ht. Min. Gal.. 18' Ht. Min. 5' O.G. 5' O.G. 3' O.G. 5' O.G. 4' O.C_ 4' O.G. 3' O.C. 4' O.G. 3' O.G. 5' O.G. 4' O.G. S HC - - - - -" Hyperi.eu7n cal cinum Creeping 5t. Johnswort 1 gal. MULTIPLY AG AREA BY 30" O.G. AU Arctosta h los uva-ursi Kftlklnnick 1 gal. AG 30, O.C. AC Annual Color Yellow - no subst(tutions. olor Is to be mass planted and a consistent color. 4' of P 1 12' O.G. SOD NOTES: OD 1. PLANTS SPECIFIED AS CONTAINER GROWN OR B&B WILL BE PER THE MOST RECENT ANSI STANDARDS WITH WELL DEVELOPED T Transplanted Acer Platanoide5 CNorway Maples -Size indicated on plan. ROOT SYSTEMS. 2. WARRANTY: WARRANT PLANT MATERIALS TO REMAIN ALIVE AND BE IN HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND ACCEPTANCE OF ENTIRE PROJECT. GRASS AREA HYDROSEED MIX: " a 3. DEEPTILL ALL PLANTING AREAS TO 12". REMOVE ALL ROCKS AND OTHER DELETERIOUS MATERIAL. DEPOSIT A 6 INCH LAYER SEED VARIETY: % BY WEIGHT MIN. % GERM OF ONE PART (5) WAY TOPSOIL, ONE PART NATIVE SOIL AND ONE PART STEER —CO (OR EQUAL) MIX. FINE GRADE ALL IN. o PLANTING BED AREAS TO ASSURE PROPER DRAINAGE. 0- Barkley's Perennial Rye 50% 90% 4. NOTIFY LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK IF A DISCREPANCY ARISES BETWEEN THE LANDSCAPE PRINT AND w Red Fescue 20% 90% CONDITIONS IN THE FIELD. Q (Penn Lawn, Benchmark) 5. IF DISCREPANCY ARISES BETWEEN CONTRACTOR'S PLANT SYMBOL COUNT ON PLAN AND NUMERICAL QUANTITY IN CHART, SYMBOL COUNT WILL GOVERN. Aurora Hard Fescue 10% 90% M 6, BARK MULCH ALL PLANTING BEDS UNLESS OTHERWISE INDICATED. BARK MULCH SHALL BE PREMIUM GRADE SHREDDED FIR HYDROSEED INSTALLATION NOTES: BARK 1/4" TO 3/4" DIAMETER FREE OF STICKS AND MATERIALS DETRIMENTAL TO PLANT LIFE, FROM FRESH WATER MILL. SUBMIT A SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO DELIVERY TO SITE. 1. Hydraulically apply cellulose fiber mulch material (2000 lbs. per acre) with seed homogeneously in 7. ALL PLANT PIT AREAS INCLUDING PLANTER ISLANDS ARE TO BE BACKFILLED WITH TWO PARTS EXISTING SOIL AND ONE PART emulsion slurry. The equipment shalt have an integral agitation system capable of mixing and maintaining materials homogeneously in solution. 60/40 MIX BY RED-E TOPSOIL. 2. Apply 20-15-15 fertilizer with minors, Lily/Miller Pro -Ornamental at a rate of 1 lb. of nitrogen per 1000 sq. ft. 8. 60/40 MIX SHALL BE COMPOSED OF COARSE WASHED SAND AND NITROGEN STABILIZED 'COMP MULCH' AS APPROVED BY 3. Hydro -Seed Application Rate: LANDSCAPE ARCHITECT. The application rate will be 10 lbs. per acre. See these specs (2.4.5) for respective seed weight applications. 9. FOR AREA ALONG OAKESDALE AVENUE, BACKFILL TRANSITION AREA BETWEEN EXISTING SOD AND CURB WITH REQUIRED TOPSOIL a. Seeding shall be accomplished in the spring (after April 15) or fall (before October 1) of TO MATCH TOP OF CURB WITH EXISTING GRADE. SOD OVER NEW BACKFILL TO MATCH EXISTING SOD. the year and/or when weather conditions are favorable for proper working of the soil and seed z o germination. 10. TRANSPLANT (3) MAPLES INDICATED TO PROPOSED LOCATIONS ON LANDSCAPE PLAN. TRANSPLANTING SHOULD OCCUR BETWEEN b. Seed shall be done only after completion of finish grading. �I NOVEMBER AND FEBRUARY AFTER THE TREES HAVE BECOME DORMANT. CY Launch No, ESA No, ,III Pill Permit CNWg t TWO Four/TWO Sbc a =a cxxnbd Submittal, landscape architecture • athletic field design • irrigation plannin Permit l R"OPLUS STATE OF Clearance WASHINGTON 4205 148th Ave. NE, Suite 102 Bellevue, WA 98007 (425) 881-2426 REGISTERED Bid Issue LANDS P RCHIT MARTIN L. ZOLL ER Construction A. Extended Stay � �teR ZI CERTIFICATE NO. 377 Issue FINISH GRADE ADJACENT PAVING SURFACES 2" BARK MULCH, SEE NOTES ONE PART (5) WAY TOPSOIL, ONE PART NATIVE, AND ONE PART STEER —CO OR EQUAL SUBGRADE III III III III Ili III NOTE: 1) REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER 1" IN DIAMETER FROM TOP 6" OF SOIL. 2) DEEPTILL SUBGRADE TO 12" DEEP (min.) PRIOR TO INSTALLING TOPSOIL AND TILL INTERFACE OF SUBGRADE AND TOPSOIL. SOIL PREP DETAIL FOR NEW PLANTER BEDS IiT.& SHEETNO PM L : Comments: B+B. Low graft a4-6 B+B, Sin le Trunk B+B B+B B+B B+B. Not 5hearec B+B B+B B+B rota EMEREEME n rn N 00 0 Lu LLB LLB C3 LLB cc 0 C I T S T V Z W N LU N L T r T n 8 a I 45 0 8 LL 0) 0) o � C co V I if? I n I n LLJ ADZ I— LLIJ OO o< V)JV)� � In Cf) �_ O<zO�) p 0 70 O Z I— O LJ U) Lry ++ a0 �a Cl) � •E 0 0 of -� ` � •� W W da v V L ::3 ,E �E �N c v � Q o W I j d ^' $ d wmnraoe7 � 2e as u+oouw. aev> e a awwm.x+e Y F w.wxanro s .P aoevn><.ne 4 vaam»wa' L R I OT 1 LL.A CO 1--86 F M . �2 t � � 0 a ; �mi '�.c� E «1� PEC. NO, 660917900 .. rar .: � w w ` w �w d. . _ : Pang uNm E GAS EAWMENT E�tt`. _ € M1Nab wl afi01f9 0 2U 40 H.t..5Ja 2 LOT. i SCALE 1" = 20'- e� 1' LLA 01 85 o 0 REC. NO. k `� � ` �.�A w c3 8512169001 � � �' LET€ TRASH ENCLOSURE q` 0 �` WATER VPLS01•14'28" w , '' f J, ar '`',� ,s ,., � �'F§.i S' 20, POWER Ek%N qq JSJ., l J ' C a s o, PUGET POWER C C C 1a►7� , a• '• ,r ' J cV W �— TOP n. 3s'r RN 9.0 et,t' d , :l i �'fr�• • j rl �..,*r' f't ' x` 8f i �•� F r r j�' , ' 46, 0 R3.0 9.0' P y I I I >> sGa tit I S 1 TO i°i€SH1WTNATURAL Q�S 92d 110 ' z ' tin ' , • c Ilk IN IT ce 218.7 a wet V � �sIc N GE.1 F,i' 24.0 Bw12 r�� j � ',' '2�,,.''ir•• �', j>� 5,�,•: IrJ .s'r` WALL MOUNTED r € LIGHT (TYP) 1 S R100v GF3 a0 "§ / ''�, fJ ,v. "" a+: J 'j �' `• ^ '.'�,w a r'f'", ,y.eP'¢, " 9.0' I 9.0' 1'I 18.0' s 9.0 R3.0' a f a \ x r;, X 108.0 21.2 - 19 ccM 209.9 r; cc s ' ' ` s 0 24.0' R20.0' S 18.0' Uj D(TERIOR LIGHT (TYP) �--- R a 1 `� ' "+ 84.0 MATCHLIN IN a j SIGN 20 40 6 9.0' O PYLON SIGN SCALE: ' r `" `� "�� J ,' •""�; `J'i: y f, d , N�6 TO err OFrO€d R3.0' o' R3.o WALK Ur, s pP MBtd_15z, " { RED. M 8 40. lb ILaunch No, ESA No. 414� WARNER ENGINEERING Permit Submittal 5122 Olympic Dr. NW Office (206) 858-8577 Permit Suite B204 Fax (206) 858-8579 Clearance Gig Harbor, WA 98335 Bid Issue Construction Issue * V FROM S4 11 r * b` YTM SW. 11,4' BEARINGS ARE BASED ON CITY OF RENTON TOPOGRAPHIC SURVEY PROVIDED BY: SHORT PLAT NO. 016-88 AS RECORDED HEBRANK,"$TEADMAN & ASSOCIATES, P.S. UNDER KING COUNTY REC. NO. 8910279013 PROFESSIONAL-3t4tG SURVEYORS VERTICAL DATUM 6564 FIFTH AVENVt SOUTH ELEVATIONS ARE BASED ON CITY OF RENTON SEATTLE, WA 98108 DATUM USING 9ENCHMARK NO. J-384 (206 ) 762-4982 ELEV. = 32.27 JERROLD S. STEADMAN PROFESSIONAL LAND SURVEYOR LICENSE NO. 29282 STATE OF WASHINGTON LK LOT 4 OF CITY OF RENTON SHORT PLAT NO. 016-88 RECORDED UNDER RECORDING NO. 8910279013, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF TRACT B, WASHINGTON TECHNICAL CENTER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 122 OF PLATS, PAGES 98 THROUGH 102, INCLUSIVE IN SAID COUNTY, SITE ADDRESS: 1100 OAKSDALE AVENUE, RENTON, WA 98055 KING COUNTY TAX PARCEL NO 918800-0148-08 SITE ZONING = "COMMERCIAL OFFICE" SITE AREA = 169,275 SF (3.8860 ACRES) EXISTING PROPOSED ja FIRE HYDRANT Ap- FIRE DEPARTMENT CONNECTION fik WATER VALVE H EE WATER METER ■ WATER VAULT WATER MANHOLE W WATERLINE CATCH BASIN STORM DRAIN MANHOLE — D STORM DRAIN LINE SANITARY SEWER MANHOLE SANITARY SEWER LINE TELECOMMUNICATION MANHOLE POWER TRANSFORMER T >e UNDERGROUND TELECOMMUNICATION LINE — P UNDERGROUND POWER LINE — P— OVERHEAD POWER LINE GAS LINE POWER VAULT POWER MANHOLE `- UTILITY POLE UTILITY POLE WITH LIGHT YARD OR PARKING LIGHT LT TS LIGHT & TRAFFIC SIGNAL VAULT CONCRETE SURFACE EDGE OF ASPHALT IRON PIN WITH SURVEY CAP STAMPED "LS 6434" GUY ANCHOR T —i Mj TEST PIT 1 BORE HOLE COT COTTONWOOD TREE D DECIDUOUS TREE M MAPLE TREE -- W — ■ — SD— — SS — 0 SITE INFORMATION 169,275 TOTAL SITE AREA (SF) 67,842 TOTAL BUILDING AREA (SF) 22,614 FIRST FLOOR AREA (SF) 13.4 PERCENTAGE OF LOT COVERAGE 120 TOTAL NUMBER OF PARKING STALLS 27 NUMBER OF COMPACT (C) STALLS (9'x16' + 2' OVERHANG) 86 NUMBER OF STANDARD STALLS (9'x18' + 2' OVERHANG) 7 NUMBER OF HANDICAP STALLS (INCLUDING 1 VAN STALL) 5,635 AREA OF INTERIOR PARKING LOT LANDSCAPING (SF) 68,050 AREA OF ALL OTHER LANDSCAPING (SF) 250 ALLOWABLE BUILDING HEIGHT (FT) 250 PROPOSED BUILDING HEIGHT (FT) BUILDING SETBACKS REQUIRED BY CODE: 20 SETBACK FROM NORTH PROPERTY LINE (FT) 60 SETBACK FROM SOUTH PROPERTY LINE (FT) 60 SETBACK FROM WEST PROPERTY LINE (FT) 20 SETBACK FROM EAST PROPERTY LINE (FT) PROPOSED BUILDING SETBACKS: 81 SETBACK FROM NORTH PROPERTY LINE (FT) 73 SETBACK FROM SOUTH PROPERTY LINE (FT) 86 SETBACK FROM WEST PROPERTY LINE (FT) 54 SETBACK FROM EAST PROPERTY LINE (FT) NEAREST STREET INTERSECTION IS OAKSDALE AVENUE .AND GRADY WAY, APPROXIMATELY 190 FT SOUTH OF THE SW CORNER OF THE PROPERTY Como NN N A Al LOT. 1 LLA 015-85 REC. NO. 8512169001 r•- 0 CB RIM=17.1' (V 1. E. =1 4.7' O 0) 00 CB 0 RIM=16.0' z I.E.=13.5' U Ld o0 00 CB RIM=15.8' (D I.E.=13.3' O O f-- CL 0 0 RECORD LOCATION WATER VALVE LOT. 1 LLA 001-86 SDMH ub RIM=15.4' REC. NO. 8609179004 RIM=15.2' _ 15' WIDE WATER EASEMENT I TO CITY OF RENTON �1 REC. NO. 8812290202 I C8 RIM=15.5' I.E.=12.8' E I.E.=12.7' N I I 10_' —W SWALE _00_ I.E.=12" IN 9.8' I.E.=24" IN 8.6' I.E.=24" OUT 4.7' RISER EL.=7.9' S-_ MH R 1 5.9' QQ I.E.=12.0G ' 12"OUT) RP$ZU C 12.2'�8'IN) Yp=3(T15'W R=540.00 L=285.24 HEIAD3'.RANK, STiwLdADMAN ASSOCIA71"'IRS, Poso PROFESSIONAL LAND SURVEYORS 6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTON 98108 (208) 782-4982 cc►Au I.t. UU I = V.1 . SSMH SSMH 1 20.0' RAILROAD RIM=13.9' RIM=14.4' UTILITY EASEMENT I.E.=18" IN 2.1' (NO ACCESS) \ / I.E.=12" OUT 2.0' — — I.E.=B" & 6" FROM S.E. 11.2' I.E.=8" & 6" FROM S.W. 11.4' I.E.=12" P.V.C. 10.9' J.P. W/4 POWER LINES E 7 POWER LINES E 3 POWER LINES S 20' POWER EASEMENT TO PUGET POWER REC. NO. 8508050609 7 ' X 42" CMP CULVERT I.E.=7,45' 66" CU� 6 - �0� SOE� SRp� OpU��\E.j SCR\ O ARP / ✓ 00.,• \ '00 // \\ \\ SDMH RIM =17.0' \\ I.E.=8 FROM S.E. 14.5' I.E.=12" OUT 11.3' RISER = 13.4' BENCHMARK \\ TOP OF CENTER CAP BOLT \\ ELEV = 18.02' \\ INC.ALTA/ACSM LAND TITLE SURVEY FOR ELSA MANAGlEdMENT, it-4 SITIR # 4191 'RX.ERNTON L 0 SSMH RIM=14.5' I.E.= -6.5't CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON UND GKIN �� RK No. 9��2790N 3 L �j !14G VERTIgCgA�LE�DpATUCM F LEUM�i 76ENCHMAFPN J 9384 ENTON 30 15 0 30 60 I - - GRAPHICAL SCAl F• 1" = 30' LEGEND FIRE HYDRANT -�- FIRE DEPARTMENT CONNECTION WATER VALVE ® WATER METER © WATER VAULT ® WATER MANHOLE — W — WATERLINE ❑ CATCH BASIN STORM DRAIN MANHOLE — D — STORM DRAIN LINE SANITARY SSEWER MANHOLE — S — SANITARY SEWER LINE (1) TELECOMMUNICATION MANHOLE 7 POWER TRANSFORMER .-- T -- U_INDER('ROI JND T — ECOMMUNIC:;TION LINE -- P — UNDERGROUND POWER LINE — — P — — OVERHEAD POWER LINE — G — GAS LINE (J row[R VAULT ® POWER MANHOLE -o- UTILITY POLE j--� UTILITY POLE WITH LIGHT YARD OR PARKING LIGHT LT/TS LIGHT & TRAFFIC SIGNAL VAULT CONCRETE SURFACE EDGE OF ASPHALT • IRON PIN WITH SURVEY CAP STAMPED "LS 6434" E.- GUY ANCHOR TP-1 S TEST PIT B-19 BORE HOLE COT COTTONWOOD TREE 0 DECIDUOUS TREE M MAPLE TREE TP ® Tcs-r ('moor P., P. r - j t4c-r-4 4r-r1 411 S T C� JOHN COMIS ASSOCIATES Fig: w. v_..� 3 INDEX DATE: JUNE 1997 T DRAWN BY: PWH WASHINGTON TECHNICAL CENTER MAP CHECK: JSS Z VOL. 122, PG. 98-102, TRACT B FINAL CHECK: ASS F29282 oCl STE SAL LAB SW1/4, NE1/4, SEC. 24, 97053.00 TWP. 23 N., RGE. 4 E., W.M. EXPIRES 09 21 97 KING COUNTY, WASHINGTON SHEET 4 OF 4 1- - _ Say a, SM, ECF- 7-/Ag I LOT. 1 LLA 015-85 REC. NO. 8512169001 O CB Cn F� RIM=17.1' / I E. =14.7' O 00 CB O RIM=16.0' z I.E.=13.5' W as 00 CB RIM=15.8' (D I.E.=13.3" O O cl- V) 0 I I SSMH CB LOT' 1 LLA 001-86 SDMH RIM=18.2' I.E. IN = 9.2' RIM=15.4' REC. NO. 8609179004 RIM=15.2' I.E. OUT= 9.1' I.E.=12.1' I.E.=11.1'(N) I.E.=10.8'(SW) 10„ . W W -W� 42" CMP PIPE _...7_..-...- ...-..-...-. SSMH SSMH 20.0' RAILROAD RIM=13.9' RIM=14.4' UTILITY EASEMENT I.E.=18" IN 2.1' (NO ACCESS) 1 I.E.=12" OUT 2.0' S W t U.P. W/4 POWER LINES E t .� t 7 POWER LINES E 7.5' GAS EASEMENT I.E.=7.35' tc� t t t 3 POWER LINES S � r I � 6� t � \ t REC. NO. 8810110122 12" PIPE t \ I 1 \ t \ t I.E.=4.77' ro t t 1 t \ \ SWALE p i tl I SWALE � - - Oy t` t \ \` tt `t Q � I RECORD LOCATION 6.0 Mp WATER VALVE _ �3 15' WIDE WATER EASEMENT TO CITY OF RENTON REC. NO. 8812290202 CS RIV=15.5' IE=128'E 6 . _ ._ - _ _ -_ _- _ i'" `` •ti g 9 - \ \ N GO \ tt0 �� G04tP , A '� \ O I 2 tk 6 tt tt \ tt t1 tt 0 O `----------b-N0o O =t 18 -- TOP-- --------- Nam, � Q\Qk�`h�y � •' �, � P �o \ tt \ 1\ OE-_ �o �. \ -a '% • O NON 74 �� t +-a : `1 e C' Q 76 \ �G s P A -I wL T P, ' t, AA t t Ti9�� 9 B-1 POWER ACCESSEASEMENT TO PUGET I Fq EC. NO 8305250684 WER `L \ `�\\ \ y� • \ N�' ``t i`� N \. t� \tt tt� ?0 PUo ETRMFNT POWER P q-Z �NOhI- \ 1 O \ O REC. NO. 8508050609 _ t 7.5' GAS EASEMEN O,p \\ 'ram/ t\ ��5' �� \ t` STP-7 tt TO WASHINGTON 11 NATURAL GAS \ � \ \9 e• OmQ\ \`t \tt 1t I ,(� REC. NO, 6284689 O \t tt t tt 7 " X 42" CMP CULVERT b \0� \ \ \• ,`•. I '\ N U� p� tlt ��\ t\ \, w tt t L E.'-- 7.4 5' I / \ .5 _ ` 72" X 42" CMP CULVERT B-2 \ \\� \\� 60 S M NS It \• `� \ 20`tt 1�t E.=6.88, / P� SE r 24" CMP \\ w�\ \ r� \ \ 66" CUL . t PE SN�NGZON t \' N. _ � � t �� I.E.=4.93' I 0 I.E. = 6.10' '. `; 111�• _ . � • � � \ 'O � (FULL OF DIRT) \ �\ �t,4' 2 \\ �' 0, \ �` `� 20' SEWER EASEMENT TO THE \\ 'L t \ MUNICIPALITY OF METROPOLITAN SEATTLE REC, NO. 5306156 \ '�GD' �\ A�• j \ \ \• *N.. U.P. W/ 6" CONDUIT DOWN'. 'ORTH SIDE - 7 POWER \ �0� 1 `� \ �• L ti ES E - W \ r \ N i•F 5 I \�` ��; \ \ N O 20' BUILDING SETBACK \, \ \ I a, \ \ '1 �\ N \ PER SHORT PLAT \ \ I ,�d5 \ .��N�,I 36" CULVERT I.E.=4.76' I i \ TO PUGET POWER 10' POWER EASEMENT TP-1 TP-4 \ . ' \ REC. N0. 8602280929 .in�'cl i t \ cR -, \ � N o � I> } / � \ ROV •8pX PRPEF�G F �ERQE 00C� { \ i \ i•RANSFORMER PAS . GNP G t ORPQ�\G 5 Tf I ' Zo g\:&'0 , \ GRPss s NA C.B. RIM=14.0' P_ JdO I.E.=11.2 / \\ -0 � / / i \ \\ SDMH �� \\ \\ RIEM=8 FROM S.E. 14.5' -0 2 ?, c ry�� - a-' i 4.� F`��' rpJ I.E.=12" OUT 11.3' ��{�� • � . co\ \\ RISER = 13.4' 00 �0 , I I _ DTP-5 �G,'�`� i' / +� \\ BENCHMARK \\ // TOP 0 T'' POWER PEASEMENT � g J / / 6• ELEV = 118 02'R CAP BOLT 4 \\\ REC. UNO. 8708100852 i ' `o.00 5' WALK & UTILITY I SOE EASEMENT TO CITY OF RENTON � • i. ��ON REC. NO. 8702020838 / •3A� C.B. I.E.=12.7'�N� I ��- 3 ,N11 46 RIM=14.0'Ln 3� • I.E.=1 1.2' o o �RE�� ``�1Dv SDMH \\ F RIM-14 5' 66" 0 0 4 II I I II NI I I �0F -3- I CMP I.E.=8" & 6" FROM S.E. 11.2' \\\ I.E.=4.1' I.E.=8" & 6" FROM S.W. 11,4' \ SSMH I.E.=12" P.V.C. 10.9' \\ RIM=14.5' .`O0 . •, 0 �� / / \\ I.E.= -6.5't 'OfN I p� itun) I �� 1 RPSS SDMH 36" CMP gR1CK� G 0 RIM =15.0' P(1 I.E.=12" IN 9.9' I.E.=12" IN 9.8' I.E.=24" IN 8.6' GESS I.E.=24" OUT 4.7' +- RISER EL.=7.9' SDMH / RIM 15.9' I.E.=12.0'(12"OUT) ' GRP� S28•g6 ww I.E.=12.2'(8"IN) =3(715'55" R=54o_00 L=285.24' W / PJG / 10T� p0' BENCHMARK TOP OF CENTER CAP BOLT ELEV - 17.65 HTD ' EiD.RANK, STEADMAN \L>i. ASSOCIATES9 PoSo APROFESSIONAL LAND SURVEYORS 6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTON 88108 (208) 782-4982 H P Sp OF 144 �R\G�� OP I.E.=4.3' FNDIGKINSBJ� RC.OR�%790N 3 �j g VERTICAL DAATUM. EVM71� 3�2 R6ENBIC KNN01 J 0 84 ENTON 30 15 0 30 60 GRAPHICAL SCALE: 1" = 30' LEGEND fa FIRE HYDRANT -0- FIRE DEPARTMENT CONNECTION D° WATER VALVE B3 WATER METER © WATER VAULT ® WATER MANHOLE - w - WATERLINE ❑ CATCH BASIN STORM DRAIN MANHOLE - D - STORM DRAIN LINE G SANITARY SEWER MANHOLE - S - SANITARY SEWER LINE © TELECOMMUNICATION MANHOLE POWER TRANSFORMER - T •-- UNDERGROUND TELECOMMUNICATION LINE - P - UNDERGROUND POWER LINE - - P - - OVFRI-IFAD POWFR I INF - G - GAS LINE ® POWER VAULT POWER MANHOLE UTILITY POLE r- - UTILITY POLE WITH LIGHT YARD OR PARKING LIGHT LT/TS LIGHT & TRAFFIC SIGNAL VAULT CONCRETE SURFACE EDGE OF ASPHALT • IRON PIN WITH SURVEY CAP STAMPED "LS 6434" E-- GUY ANCHOR TP-1 TEST PIT 8-1 S BORE HOLE COT COTTONWOOD TREE D DECIDUOUS TREE M MAPLE TREE TP# ® Tes-r P(-o-r (B,-vc f ck-tszv R.lP43tiv) �'q r-T L-A �, S 1 JOHN COMIS ASSOCIATES Fig* ALTA/AGSM LAND TITLE SURVEY FOR�Sp MANAG.E.2MENT, iil?pq7�TpyyINC.11 ll4�10'TOlV' �ll��YF 418 CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON INDEX DATE: JUNE 1997 DRAWN BY: PWH WASHINGTON TECHNICAL CENTER MAP CHECK: JSS VOL. 122, PG. 98-102, TRACT B FINAL CHECK: jS5 SW1 /4, NE1 /4, SEC. 24, 97053.00 TWP. 23 N., RGE. 4 E., W•M, KING COUNTY, WASHINGTON SHEET 4 OF 4