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15-100875 (2)11,11, ix I, , I � , 1, ; 1 11 jjj� lizzlzig"I I MTIV� SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON . . ........ V� ............. \ N89 *40'�147 IWI \29aoo,. ­:Z 20. 8\ 41 8 4- 4' F i t -\ , 0 C SEP 2 \ 4 18- 6 y"uI 12" "l 2' DRA(NFIE TJ�A T\, "A 16 12;512" SE 14 \46 8- 16 \2 . .......... . . .............. 0 2" . . . ......... 8 \8 12 k 8" \10 16"\ ...... ....... .. 16" IN 4 �8- - - - - - - - - - - - - 24 TREES To M 7.rp. A^ 30' ROAD & UTILITY EASEMENT REC. NO. 4577386 X + + 'S CL E4 RJ . . . . ... . ............ An i L. ... .... ...... . 0 2 .2 ... . ....... 4 7:;7: . .............. . .. . . ........ . 30, SEPTIC DRAINFIELD JL 'A� il. SETBACK FROM EX. DITCH -FENC C'A 18' 2 2's Qk 8 A\ s 2.4 24" 28` 10 10 x 8 1\2" L-340 4 20" ILI SICN J. . ...... . ....... .. 2 28 S.: 8 & x 17� x 136 1 SLT FENCE, TYP. v x 4 6. 7 2' R 5' _W:. FEINCE` Qk: x 2'( 16 x 2 16n 6" FA 16 818"V 111 x J 8 1A INVI I 1 f 8- r C-4 'RES To 6 RaiAW, TrP. 8 LAINIS 6 30' ACCESS & 2 AiI, 1 UTILITY EASEMENT dl� .1 10" , 7—!,R 24- RE'C. NOS. 4347-540 & zu 0 CLEARIM UMIT 076965 �4" sy.1 6'r ......... .......... .. .......... . .. V . ....... . ....... iN . . .. .......... . ...... .. . . ? .. . . ..... . . ..... 8+00 + 4-, ...... . . . ...... . ... . ........ .. ..... ..... . ... . . ...... ... 30.' POWER EASEMENT REC, NO. 4357239 . ..... . ..... ............. . . . . . . . . _'A t fl^ V" V4" 20; 15' EASEMENT FOR .. . ....... ..... . ................. ......... 7`9 .............. WATER FACILITIES REC. NO. 9409061729 30' ACCESS & UTILITY EASEMENT REC. NO. 4482209 LEGEND LEGAL DESCRIPTION ? ; IVA I.. V1,6. THE VEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM., IN KING COUNTY GUY ANICNOR, WASHINGTON, t"NE EXCEPT THE SOUTH 30 FEET THEREOF. .................. .............. d G TREE UNITS REQUIRED RETAINED GROSS AREA = 4.18 AC R.O.W = 0.57 AC. NET AREA = 3.61 AC. TREE UNITS REQUIRED = 3.61 x 25 (SF ZONE) = 90 TREE UNITS RETAINED = 105 Ty -a ct /J. 70 �X. ;11 . ..... Rfi-e! S; N 5 .. . ... . ........... . ......... . .. 6 LANDSCAPE T� er mitNun* AnwavI Know what's below. 0% Lva-11 before you dig. CITY OF FEDERAL WAY APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE �c EXAMINED AND APPROVED THIS DAY OF 20 EXAMINED AND APPROVED THIS DAY OF20 1, w y DIRECTOR OF PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF 20 ASSESSOR SCALE: 1 INCH 50 FP. MONTEVISTA SHORT PLAT 0 100 200 DEPUTY ASSESSOR PORTION OF , N 0 . ACCOUNT NUNBER: 302104-9069 DIRECTOR OF COMMUNITY DEVELOPMENT S.E. 1 /4 of S.E. 1 /4, S. 30 T. 21 N ., R. 4 E., W. M . CITY OF FEDERAL WAY KING COUNTY, WA S H I N G TO N SW 363RD PL OWNERS DECLARATION/DEDICATION Q KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) N OF INTEREST OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT 'n N PLAT THEREOF PURSUANT TO FEDERAL WAY REVISED CODE, CHAPTER 18.20, �a a AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF Z a THE SAME. Q SITE N WE HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS - - /� THELWIN HEIGHTS rq AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE r.- VOL. 71, PG. 8 THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE \ TAX LOT TAX LOT THEREOF FOR PUBLIC HIGHWAY PURPOSES AND ALSO THE RIGHT TO MAKE I 859490-0060 I 25 �� SW 366TH ST ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN I \ LUKE L FEDERAL WAY FEDERAL WAY PROPERTY OWNER HEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND TAX LOT 1 OLDHAM + SCHOOL AVENUES. 859490-0070 DISTRICT NO. SCALE 1" = 100' MONTEVISTA PARTNERS, LLC I THIS SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE LUKE L I I 210 11040 MAIN STREET, #200 { I BELLEVUE, WA 98004 WITH THE DESIRES OF THE OWNER(S) INTEREST. OLDHAM IN WITNESS THEREOF WE HAVE SET OUR HANDS AND SEALS. --------------- ..�_1_ _—v -- _________ N89°40 44�'W 29�J� .0 j SITE ADDRESS SW 368TH ST 1 i 1 i 1 320 S.W. 366TH STREET I11 TAX t t 302104IOT -9151 FEDERAL WAY, WA 98023 EASEMENT 1 i THOMAS L 1 RELINQUISHED PER 1 1 1 VICINITY MAP N.T.S. TAX LOT 302R 04SE9I173 SUPERIOR COURT I 1 I H I CAUSE t JACKSON N0. t t GROSS SITE AREA: 182,029 SO. FT. 4.18 AC. I 12-2-11980-5 KNT I -; - - - - - - - - ( ) & SUSAN 1 I TAX LOT NUMBER OF LOTS PROPOSED: 6 LEGAL DESCRIPTION IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. 302104-9152HILLS ,"� I NANCY NUMBER OF DWELLING UNITS: 6 THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE ANN MCHUGH SMALLEST PROPOSED LOT: 18,012 SQ. FT. SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF NAME NAME 1 of i SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN NAME NAME 30' ROAD & ZONING DESIGNATION: RS15.0 SINGLE FAMILY 1 °p UTILITY EASEMENT SUBURBAN _j REC. NO. 4576965 KING COUNTY WASHINGTON; ��h�j EXCEPT THE SOUTH 30 FEET THEREOF. it&� � "W V" I` ` _ i t 1 PROPOSED USE: SINGLE FAMILY DETACHED 307.IO�f - r I t ALLOWED DENSITY: 15,000 SQ. FT./LOT TAX LOT ( TAX LOT DATUM STATE OF ) _ 302104-9069 302104-9153 NAVD 88 SS - - - - - - - - - - - _ - t t I MONTEVISTA JAMES R AREA IN DETENTION TRACT: 32,405 SQ. FT. S 0-u COUNTY OF ) 1 1 PARTNERS 1 1 I & MARY K WAS & SEWER SERVICE: LAKEHAVEN UTILITY DISTRICT BENCHMARK LLC HtLD CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT P 1'`� i 1 i 30' ROAD & PROPOSED BUILDING SETBACKS CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A STANDARD WSDH MONUMENT CASE, WITH PUNCH MARK, SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE TAX LOT 1 -I UTILITY EASEMENT I- FRONT YARD: 20' LOCATED IN THE MIDDLE OF THE INTERSECTION OF 21ST AVENUE S.E. AND S.W. 356TH STREET INSTRUMENT. 302104-9088 CLARENCE W� i REC. NO. 4577386 SIDE YARD: 10' ELEVA1I0N=400.9572 FEET ONEILL I -'' t REAR YARD: 10' 1 I °�1 I TAX LOT DATED SIGNATURE OF TAX LOT I ° i 1 302104-9068 $ INSTRUMENTATION NOTARY PUBLIC PRINTED NAME OF 302 04-9066 MONTEVISTA I 1 SSLATERJ 1 1 I INSTRUMENT USED: 5 SECOND TOTAL STATION. NOTARY PUBLIC PARTNERS LLC FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM TITLE CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH MY APPOINTMENT EXPIRES 30' ACCESS & TX I I i 302104E- 9114 WAC 332-130-090. STATE OF ) UTILITY EASEMENT REC. NOS. 4347540 & 4576965 1 1 MONTEVISTA { 1 1 PARTNERS LLC { REFERENCE SS ° - ----- --- -------------- ----- N89 3214 W - - - - 229 _ i _ 1- COUNTY OF 1 ----- ----------------------L _ _ _ _ _ I - - - ` - - S.W. 3815TH STREET '~ - UNRECORDED RECORD OF SURVEY BY HEDGES ENGINEERING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT - - - - T �- - - - - - 30' POWER EASEMENT REC. NO. 4357239 _ _ 16a00' N89°32'14"W 290.00' i ` f65.00' 166.49' - -� I t 30' ACCESS & L -4 --- - - - -- - - - - -1 AND CONSULTING, INC., JOB NUMBER 2003.15, DATED 11 /01 /07. SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE TAX LOT { UTILITY EASEMENT { / OF 15' EASEMENT FOR REC. NO. 4482209 I { { MONUMENT FOUND AS SHOWN IN AUGUST, 2013 TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND 30 MELVIN041 WATER FACILITIES MELVIN TAX LOT I TAX LOT TAX LOT 30'x30' ROAD & { PURPOSES MENTIONED IN THE INSTRUMENT REC. NO. 9409061729 R I 302104-9087 { 570780-0010 { I 570780-0080 UTILITY EASEMENT { MELTON H WAYNE P REBECCA S HANSEN & JANIS E REC. NO. 4576965 1 & SUSAN L { { BREBNER DATED I KNIGHT { WILSON { I { { I' - SIGNATURE OF NOTARY PUBLIC RECEIVED PRINTED NAME OF NOTARY PUBLIC FEB 2 5 2015 TITLE MY APPOINTMENT EXPIRES CITY OF FEDERAL WAY CDs RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ....... DAY OF ........... 20....... ' LAND SURVEYOR'S THIS SHORT PLAT CORRECTLY MADE BY ME OR UNDER MY CERTIFICATE REPRESENTS A SURVEY DIRECT SUPERVISION IN Encompass T MONTEVISTA SHORT PLAT 1 .Me '�� o ,A "� AT M IN BOOK OF PAGE.........AT CONFORMANCE WITH THE REQUIREMENTS OF THE / ENGINEERING & suRveYtNc ....... ........AT """"" APPROPRIATE STATE AND COUNTY STATUTE AND t/1 DWN. BY DATE JOB NO. THE REQUEST OF ................... ORDINANCE IN ................ 20........ 165 N.E. JUNIPER ST., SUITE 201 SURVEYOR'S NAME ISSAQUAH, WA 98027 4z678 JEF 02/17/15 13615 ............................................... PHONE: (425) 392-0250 .� ,�," �rggt FAX 425 391-0055 01►r S" CHKD. BY SCALE SHEET MANAGER SUPT. OF RECORDS CERTIFICATE NO. ................ SDM DWN. BY 1 OF 3 I I N89040'44"W 90 00' RECORDING NO. VOL./PAGE r g FOUND REBAR I128.80' ? 52.00' 109.20' T iFOUND REBAR AND CAP �. SEP11C 1 — ~— (AND CAP 1 INCH = 50 FT.Iloilo LS# 0I DRAIN FIELD i S# 8847 SCALE: 0 0 'N ( SE78ACK I I I I 10.19'S 0 50 100 0.39E MONTEVISTA SHORT PLAT I I 10.23'E NO. �I © I � i i CITY OF FEDERAL WAY 18�'°�SQ� ' IEASEMENT KING COUNTY, WA S H I N G TO N I ; I I RELINQUISHED PER ( CAUSE SUPERIOR COURT 12-2-11980-5 KNT N S89032'14"E I N ;y I 12�80' — N �O 30' ROAD & Z UTILITY EASEMENT o i ( REC. NO. 4576965 � i I 10 25 5,0 N ' 'S I ; 30' ROAD & EASEMENT ^ I UTILITY EASEMENT 00 SCALE 1» = 50 I I I I o i I REC. NO. 4577386 I18,027 SQ FT IN69°3659"w 20.00TRACT I' I A -I OQ°38 43"E— STORMWATER DETENTIo r 20.00' POND I TRACE B 83.92` ��9�' 32,408 SQ FT ; 1 N89°3659"W 10392' � g°�` i S89°32'14"E I I `j 109,20' T I _...�,._ �._.... V-S.W. 365TH STREET I I I S89036`59E 103.69' ��•wo I ; I I I cr cA i I O i I — N=° 18.012 SQ FT I20 ACCESS I i I 18,594 SQ FT I ! ( &DRAINAGE EASE I I I �I I I3 S89°32'14 "E—L J 109.20' 128.80' Z i g I I I z i � I I ( =W o I I I cso�a l i FOUND REBAR I 18.594 SQ FT i I I { AND CAP S# 36795 18.012 SQ Fr I N I 0.00'N FOUND REBAR " I ( i I I IW i 1.43 E AND CAP I 30' ACCESS & LS#0 04'S ---- UTILITY -EA-SE-ME-NT REC. NOS. 43475-40-&- J— 0.17'W 4576965 {1 JTJ ZG L �129 �5 103.88' S89°32'14'E 02.00` 84.2 ------ N 0.00, _ ------------------------�— 30'x30' ROAD & ASEMENT _ _ _ _ S.W. 388TH STREET REC vivo 4576965 i 30' POWER EASEMENT I REC. N0. 4357239 30' ACCESS & (-_ � S.W. 388TH STREET„ 15' EASEMENT FOR UTILITY EASEMENT I WATER FACILITIES REC. NO. 4482209 REC. NO. 9409061729 I 1 Encompass ENGINEERING & SURVEYING E� I � 165 N.E. JUNIPER ST., SUITE 201 ISSAQUAH, WA 98027 PHONE: (425) 392-0250 FAX: (425) 391-3055 �! PORTION OF S.E. 1 /4 of S.E. 1 /4, S. 30 T. 21 N., R. 4 E.$W.M. LOT AREAS LOT 1 18,012 SQ. FT. LOT 2 18,012 SO. FT. LOT 3 18,594 SQ. FT. LOT 4 18,594 SQ. FT. LOT 5 18,027 SQ. FT. LOT 6 18,108 SQ. FT. TRACT A 32,408 SQ. FT. TRACT B 400 SO. FT. DEDICATION 39,875 SQ. FT. CORNERS TO BE SET LS# 42676 MONUMENTS TO BE SET MONTEVISTA SHORT PLAT I I ,� DWN. BY JEF :878 9 ;"r8�>s CHKD. BY LA SDM DATE 02/17/15 SCALE DWN. BY JOB NO. 13615 SHEET 2 OF 3 8 RECORDING NO. ' r r 11 \ /.-s' 'non �r .._-_L__._._....- Y'i 1, 1,.. {`c..Y l.'� Lti } t l 7 - ;Kb9°40 44 If 2,90.00, FOUND REBAR _ \ t�\,s\ \ tc I AND CAP \1.5 \ \ t ; 4; \ \ti� y'�; i'k - ' \ \ t % t„ Y, FOUND REBAR LSD 1070 \ ` \ 1 c ,` \ 1 \ \? _ IAND CAP \ \ \ , ." ; i ', ! ! ' ,t ',," \ t t 8847 SCALE: M 0 N TE VI S TA SHORT PLAT 0.39'E . -��., f.:'. ' A,°', ZP.:\ v I --,9'S 001231 \�2 CITY OF FEDERAL WAY 40 KING COUNTY, WA S H I N G TO N i + '\\ ; h`. \� \ \ '\ \ \ \ \ \ ,��I, \ \ —EASEMENT \ \ \ \ \ \ ;t µi \ \ ;vt' t RELINQUISHED PER Nd� \ r'l�,ty �, UPERIOR COURT ' \ \ \ \ \ \ x �'•\ \ \.�3 r: \\;z' I CAUSE NO."V1,t \,. v, \ 't, \ \ �'- —I -� 12-2-11980-5 KNT \ \ N\ \ \ \ \ ! 10 5 50 s;; . lI 1 \ \ \ \ i , ` ` \ • , \\ '` I 30 ROAD & UTILITY EASEMENT ,►;� s-{E ; \;� \ \ \ \ i \ \ \ \ REC. N0. 4576965 SCALE 1" = 50'— ;co:.: \;� -� I 30' ROAD & \'t.,'I 'c ; \ ,�" UTILITY EASEMENT � \ • \ n" \ REC. N0. 4577386 .-4.524 -•,, ,....,;'•^,h \ \ ` \ \ \ \ ~� ` �'. „� 'h,. : G _ \ . rA: -'1 -�" \ \ \ fi t,., `� .i' . __ . _- 4 \�T Nil �I8" f EX. HOUSE jj `:' ':bi:iFENC 2.2" 2 t\6" 3.4 I \ 2S i `r' ` +" L' ` 1 i} \ ib :, =4"\ \�„\'• rs � 1 r I � I` ✓ ` � } \ape 241 L$ a �4 I t6" S ` __ _..._ . \e \ \ :t\ C. 241 3.4 \4" o�� s� \ 1 l: \ f t i .._.. :t I h6l gyp" { - ( 4 it �i 12 '{ L9Z 21 ;4' ;i w\ :t AND CAP" FOUND REBAR ;x6, ! FOUND 24 0.00 N 1.43EREBAR `s" AND CAP v 1 30' ACCESS & LS# 8547 I Ll:i s�:;� ft: `c;' 16' t2 rtv' a +� 3 J< !} t ' "t1 J (1 ! 0.04 S 2, ..i \ -- s � ,, VOL./PAGE I INCH = 50 FT. I 0 50 100 ORTION OF S.E. 1 /4 of S.E. 1 /4, S. 30 T. 21 N., R. 4 E.,W.M. UTILI11 EASEMENT 8' 3 REC 'NOS. 434+7540 & 0.17 W �? ;, , tp� �'�::„ IS'I �' \ \�1G4 y��i4576965 5.9 I\ iba.6 — — — — — — — 7 , r 4 -- —; ------ / _.... _ ..._ r r ----- r ....... It t fy ! E UTILIT130 YY i r t , ROAD — r— -- --=' --;.�� .� __. _ ? : • �, REC. N0. EASEMENT." 457696.b •• 30' POWER EASEMENT'_ • .aV�i R ~_: -- _, 1 f REC. N0. 43572,�9 � -- -,- .._... � I M t• .j , i r: j c iv 30 ACCESS 15' EASEMENT FOR ( 20� J j b' _ ....._...__m .._. ....,�,....w....:;� ...:� .:: , I I,. E �41MENT� WATER FACILITIES ,� ! ta" ;RE g! ^ 'was--- _._ _, .... - \ . :.••..I C I N0. 8220 i�-�— REC. NO. 9409061729 Encompass ENGINEERING & SURVEYING 165 N.E. JUNIPER ST., SUITE 201 ISSAQUAH, WA 98027 PHONE: (425) 392-0250 FAX: (425) 391-3055 MONTEVISTA SHORT PLAT DWN. BY DATE JEF 02/17/15 CHKD. BY SCALE SDM DWN. BY JOB NO. 13615 SHEET 3 OF 3 MONTEVISTA SHORT PLAT SE 1/4 OF SE 1/4 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON ,- ,- .,._ -.. % I ... ; ;' . \\ . _ . ­ . ­ - ­ - ; i � : � I - " , % . . , - I; s f ; - ._... . , \ J-. ,. .. Q.7 5 0 " PR®JECT IN®N: LEGAL DESCRIPTION: `,_ \ ; ; ; 1� .: " ; ; . . . .. � - . . , . - I . . - I I 1 1 1 . I ; I " \ N. � _ . 1- I I� ; 1 ., ; � � : ; , . . - , I II ! 01 a 0 0 0 ,. 1 LE .0 . , (%"\ �:., IT I-":F� �1.,.: �1 , " 1, ,, ,I O, -, , % 4,,C-7 . ,�% .,". if�i:. \T: . ,,,�I4.�Ii.I, : �A,"',I� .BI flI �­_�,e � .: ." L�4�"ti.,,I .;; a .. "Y, 1 � , �0�. 1; I r� Iv� <,k.,X�.I_� I \-.,;� .: 1I l,� -- t\11 � � :,;�1,z-­�, ��",'\I 1�,% I,i,� - - ,,_I N • , N89°40 44 W \ �Z90. Q0 ' __ \ ........ -. _ \ .: - f; '' - - OWNER. `. !TE 200 MONTEVISTA PARTNERS, LLC THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE r- I �_ . F�3 \I ,�� I11040 MAIN STREET, SU SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION f f, 5 BSBL, #' \~ , / BELLEVUE, WA 98004 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COU �0' SEP�1C � " x a I �425 A 41 - LLIAMS WASHINGTON, �: / . -� ,I . t7�.% \-I . 1 , . 1, %,-1 I . - , I% ,� I ,, _ \ i-�Y __ I I'/___ I,_- _- . \ , 11$_v, ,� 1,�_I \ ;-I I�2� :I_`I ,I 1 , . ,i1 ,�1"%� I -�\.� ,1� 1DI N%I3 �I� I Ii 1..I ":\\1-- 1%",1T, , ., II" fIIII 1, , \ ; l 5i4,I,.�,�, ,I.� 7Q- ;_f �.,1; -,� ;` II -v �" "-,- , I,, � I D)?A(NFlEtQ ON CT. STEVE McWf ' SET S K ` B 7 2' EXCEPT THE SOUTH 30 FEET THEREOF. 5. • SB ENGINEER: ENCOMPASS ENGINEERING & SURVEYING I : r\ u r 1., . L, TYP �'_,., ;. �, i h . 165 NE JUNIPER STREET, SUITE 201 . x r I,i,� I k: 1 I .1 I! .:,. � �I � I�-r. .%1_�-,1 1,,, ,PI, , _,; �I � A l r /SSAQUAH, WA 98027 P.E. T RAY I , r CONTAC ML \t T I 11 5' BSBL `.TIP. `-`; � ,•\ \` \` \\ KCAS KCAS-3.6 = NGVD 29) (425) 392 0250 , h \ �III \ [ IIt I , -% 1� ( ., \1 \ \ ` ' (\ TAX PARCEL NUMBER: 3021049069 ` \ \ \ ti� \ � GROSS SITE AREA. f18 , 30 S.F 18 A r ( ) ��++ n ` 7 0 4 C. BENIsHMARG�- \^ r NUMBER OF LOTS PROPOSED: 7 CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A r ` I '� --- STANDARD WSDH MONUMENT CA ,WITH PUNCH MA ,LOCATED 18 B, Fr ( \ , \,- --- �� r \ SE RK \\ t � :, � �I 1 NUMBER OF DWELLING UNITS: 7 IN THE MIDDLE OF THE INTERSECTION OF 21ST AVENUE S.E. AND 1 r \ \\ �' \i"` ' ` h l "' \ \ I\` SMALLEST PROPOSED LOT 18,180 S.F. ELEVATION S 00.9572 FEET \ .. \ k$i DRAWAGE` ' I ti I , AS MENT ­\ \ \" l-"�A;�,.,; . _�,�- , ",,", � -2 ,/ 1�,,/ 1 ,' I x "�,. "�"; ".I ! �-�, ,,-,!.,,�,-,.�, I,� \, ;---.� ZONING DESIGNATION: SINGLE FAMILY RESIDENTIAL (RS15.0) x 5' BsL t INSTRUMENTATION: PROPOSED USE SINGLE FAMILY DETACHED � TJ r I �-� �r !__ _ , > 15'"BSB, TYP fNSTRUMENT USED. 5 SECOND TOTAL STA ON. F ALLOWED DENSITY 15,000 SF. PER LOT (18,000 S.F. FOR SEP71C)EMr ' r S�1\1 -11. ,\.III, ; .. 1 .t � I 1� \ �' ' " '� CLOSUREROF LOOPS WASLO22,000, IN ACCORDANCEI WITH 4 TRACT A: 11,951 S.F. , -, , , ,I , ' �f ,;I�, ,\ / 5 BSBL TYP / 20 ACCESSfDRAI ACE/ ( I WAC 332-130-090. U77LI TY EASEMENT 3 .,�_��..Ip­-,. ._� I- ., -.,,. ;: , ,. . , ...�. a aW ,w I.vp .1 —�-, ,I ; I ! . ,..W1.1..,, 7I . � �\t..II1, _I % _, .; .�� I. lI_I-`I1-I"L1.I.I ,.I. ,,,�1- � - �.I� .1,I. - II % -\ I,�-,nZI ,, 11. I , 1.I - ..I%I;I .'. .;II.�,- ...# W .�1\I.1%..11,I *\ I 1.. ..���,I<',II.l, ., .I,,,... i\.-.1I �, , ,�,-, ,I�, ,_- I� .I�CI.,". ­-1. ". a, �1.d;�. 7,I�'....� ..-. 1 _­1�I- r. ./�- 4 ! ,,I .,I ,4,, ,�II. 1.I!;.I . � II 11:I 1 \, I ,.-"i "I /,,.I %\ ­11�I0I �.,�\;;_I .I,��'_- k.-"\ ._. .1 �,"�,,"-...*IA�", ,�,,,­ _.-�.�--,�' ,� ,.I'I, 1, I- _ - .,,,I�­4.**;�....,,�� .� , ; .�:',.". ,1I... "i��.,, .,. ,., ...,,I ,�­ I, � l, ,.l ­. 1- "I.1`I.�. ,-��1-4.1�� -.1I4,iTI 1 14:.-... �LI,1I.I..o :.l;.�rI-,I 1I.,�. .1. .%.mI, . i ,;. , \.I. I,. .mI1 .I ;, .' , .II. - , , I4 I / 1-I �i� , ;.II '-...-�!I ; ,I- -- )1� . 1I I �I'I I .. .�,�2I . ."_.1%1�,.Ii.: `" -;I I� )" *.1.I ,,I --��--FI; .." ,-._. " . I' . 1"� ,II. _.;�;. 1I�1, , I. .­ ;.--i_I- 1,\ 1I; .­1- II"i,A , - I � �11; 14":I . ._ I:.[11 ,,� .1,t,I �,-. -. "� &-� -/, vI ;, I .; F��i , ,\_.w­..n� :s; ,� l �G,I ik­ 7-,,��i���" i�����- ,.,.,- -A:��-....__,,1, ,_- ,,,,Z1 1 ", 2_z�, 1.�,� �- @,., , ,_.,� �,� I-'m _�,2 _- ic* , l"-,%�';--;, I,!._�, '�II, � � I.. I; ....��.i_V,I.;;,,�­,.A.�-.: ..�."i�:1�-:,_, ..'I,­1.1��,­,j..,.:"';;"'1..i-,.� �, `�I:­;.`� ,�-;,l�I.�.; �,; ,.r1-�:;-I'! Il 1�1-?...::�1� _L;_..--. �,� A5 -_�:0.-- O R. .. . , WATER &SEWER SERVICE: LAKEHAVEN UTILITY DISTRICT 1.i \ \ \ /- y : ( CONTRACTOR RESPONSIBILITY. i I 1�`( , t�M I7\ �..,l - l,,.'� o; 15-",.5_..I�. ,/,.,L,--_ ..k ;�, .,":/n1;�1,-�� ,I,C�,I_,, �\ ,,`,, ,, __',,",­�'..3�/- , , I �e.X_,,�. � ,/Ia"�p';\p,��_I ,- . i �, CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ,,�\-l-,,I -.I ,,".,i...�,1I- "-�I;-,­I,�r�, _.,.,� �1TI. j ," k_I� 1�1 ,,1,;,['.'-��, . . ,1,:- ,., ;;,,`, 1 , CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE r I .Y.,.- ( 30' ROAD & ALL COURSE OF CONSTRUC71ON OF THIS PROJECT, AND THAT THIS REQUIREMENT SH N71 S Y AN NOT BE LIMI7ED TO NORMAL WORKING HOURS THE APPLY CO NUOU L 0 \ ; I ,l UTILITY EASEMENT SITE DATA: CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER l ­, REC. N0. 4577386 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 1• IPROPO1I, .fj;II SED BUILDING SETBACK: THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING k,­�1,��. �", i:_ .: 1'I­� ,V, I:Y', , ,. ,�la',',-I�I .,.. .-1,,.'� .1,, 1 ,��`, 1 '1-"\, I:I : " : -I �I,I . . � II I.I. 1� . ,1, _;.. I" 1 .I.A,. II IIII p p" Ej C I I ' FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Ii 3 FRONT YARD: 20' I.... ,_ `': 0 I' SIDE YARD: 5' DISCREPANCIES: 5' BSBL TYf� ' r�.'.� . I"- 20 BSBL 'TYP -+. _ - W I , : - \., {cn IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING -F-� REAR YARD: 5 CONDITIONS WHICH Vt?LL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH ,4.5 , r / _ "_ DISCREPANCIES TO THE ATTEN71ON OF THE ENGINEER FOR ADJUSTMENT BEFORE \ PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE I'll 2 - 11I ,� " " Sr 1 D BSBL,,. 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SHEET INDEX: TITLE SITE PLAN C1,0 CITY OF FEDERAL WAY STD. NOTES & DETAILS C1.1 CITY OF FEDERAL WAY STD. NOTES & DETAILS C1.2 EXISTING CONDITIONS C2.0 CLEARING, GRADING & TREE PRESERVATION PLAN C3.0 COMPOSITE UTILITY PLAN C4.0 ROAD & STORM DRAINAGE PLAN C5.0 ROAD & STORM DRAINAGE PROFILES C5.1 FRONTAGE ROAD & STORM PLAN C6.0 FRONTAGE ROAD & STORM PROFILE C6.1 SIGHT DISTANCE EXHIBIT C7.0 SANITARY SEWER & WATER PLAN C8.0 SEWER & WATER NOTES AND DETAILS C8.1 ILLUMINATION PLAN 1 of 3 ILLUMINATION DETAILS 2 of 3 ILLUMINATION DETAILS 3 of 3 LANDSCAPE PLANTING PLAN L 1 LANDSCAPE PLANTING DETAILS L2 • 0 INDEX LOCATION: SEC. 30 T• 21 N. R. 04E. W.M. m PERMIT NO. 15-106142-00-EN APPROVED DATE GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUC77ON MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND 774E APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE AND AC71WTY (ON PRIVATE PROPERTY) SHALL BE LIM17ED AS PER FWRC (SECTION 19.105.040), NORMALLY THIS IS 7.00 A.M. TO 8.00 P.M., MONDAY THROUGH FRIDAY, AND 9.00 A.M. TO 8.00 P.M. ON SATURDAYS. 7. CONSTRUCTION ACTIVITY WITHIN CITY RIGHTS -OF -WAY SHALL BE LIMITED TO THE HOURS OF 8.' 30 AM TO 3.00 PM. 8. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE IN17IA71NG OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 9. FRANCHISED UTILITIES OF OTHER INSTALLA77ONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 10. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 12. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 518"CRUSHED ROCK AND COMPACTED TO 957. DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 318-INCH MINUS. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 951% DENSITY IN ACCORDANCE NTH WSDOT 2-06.3. 14. OPEN CUTTING OF EXISTING ROADWAYS /S NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND N07ED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNEC71ON WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SEC71ONS OF THE WSDOT STANDARD SPECIFICATIONS 1-OZ23 - TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST E017ION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO). 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SEC71ONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. CROSS SECTION TYPE S 2 LAN ES + PARKING EROSION/SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (LE. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND 774E FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CON7RACTOR FOR 774E DURA71ON OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT 774E BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDI7IONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACKING IN THE ROADWAY DOES NOT OCCUR FOR THE DURA77ON OF THE PROJECT 5. 774E ESC FACIU77ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR 1N CONJUNC71ON W1714 ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT PROPERTIES, OR VIOLATE APPLICABLE WATER STANDARDS. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED S17E CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACIU71ES SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND MODIFIED TO ACCOUNT FOR CHANGING S17E CONDITIONS (E.G. ADDITIONAL COVER MEASURES, RELOCA71ON OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). 7. THE ESC FACIL17JES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED PROPER FUNCTIONING. 8, ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE S17ES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO 71ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERA77ON SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNC71ON ULTIMATELY AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETEN71ON TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 13. COVER MEASURES WILL BE APPLIED /N CONFORMANCE WITH APPENDIX D OF THE KCSWDM. 14. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE ESC PLANS. 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX D, KCSWDM ARE IN EFFECT OCTOBER 1 THROUGH APRIL 30. PRIOR TO THE BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARA77ON FOR WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 3' 1 5' 4'* 8' 1 10' 1 10' 8' 4'* 5' 3' Util. �? Parking Parking v Util. Strip z (b Strip 36' m MINIMUM PAVEMENT SECTIONS LOCAL 0.25' HMA CL Y2" PG 64-22 0.17' CSTC 0.42' CSBC NOTES: * PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. SECTION A REV: FEBRUARY 2008 Cn"°p ppn� PUBLIC COLLECTOR/LOCAL DWG. NO. WORKS 3-2S HALF STREET IMPROVEMENT SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON CONSTRUCTION SEQUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTTON MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. J. INSTALL STABILIZED CONSTRUCTION ENTRANCE 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT TRAP/POND. Z CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RE7ENTION/DE7ENT)ON FACILITIES PROVIDE INLET PR07EC71ON WHERE INDICATED. 10. INSTALL REMAINING U71LI71ES AND BUILDING 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN S17E 1S COMPLETELY STABILIZED. STREET LIGHTING NOTES: 1. THE CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM THE CITYS BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, CONTRACTOR SHALL N07IFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO THAT ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. THE CONTRACTOR SHALL COORDINATE POWER SOURCE AND SERVICE LOCA77ON NTH THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) AT LEAST 3 DAYS BEFORE DIGGING. 5. FIELD ADJUST POLE BASES TO BE LEVEL NTH SIDEWALK SURFACE (SEE CITY STANDARD DRAWINGS 3-39A AND 3-43). 6. LOCATE LIGHT POLES SO THAT THE POLE IS A MINIMUM OF SIX (6) FEET BEHIND THE FACE OF CURB, AND THE LUMINAIRE EXTENDS TWO (2) FEET BEYOND THE FACE OF CURB. LIGHT POLES SHALL NOT BE LOCATED WITHIN THE SIDEWALK. POLE BASES MAY BE LOCATED WITHIN THE SIDEWALK ONLY NTH CITY APPROVAL. 7. JUNCTION BOXES SHALL BE LOCATED BEHIND THE SIDEWALK, AND WITHIN FIVE (5) FEET OF THE POLE. 8. CONDUIT SHALL BE SCHEDULE 80 PVC UNDER ALL STREET AND DRIVEWAY CROSSINGS. SCHEDULE 40 PVC CONDUIT 1S ACCEPTABLE UNDER LANDSCAPED AREAS 9. IMMEDIATELY FOLLOWING FINAL INSPECTION OF THE STREET LIGHT SYSTEM BY KING COUNTY, ALL STREET LIGHT SYSTEM J-BOXES SHALL BE SPOT WELDED SHUT USING A 1" WELD ON OPPOSITE CORNERS CROSS SECTION TYPE X 2 LAN ES + DITCH 7.1 A/A V CI 11DC )PE 3' 1 5' 1 8' 10' 10' 8' 1 5' 3' Util. a Ditch Ditch a Util. Strip o Q Strip x- � 20' 52' MINIMUM PAVEMENT SECTION LOCAL 0.25' HMA CL Y2 , PG 64-22 0.17' CSTC 0.42' CSBC I SECT ION B I REV: FEBRUARY 2008 CuTer PUBLIC LOCAL DWG. NO. o ft m9 Vft WORKS 3-2x S.W. 365TH STREET CIL V) t 30' 4, 5' 18' EX. IMPROVEMENTS Q Q 36' J 2 C MINIMUM PAVEMENT SECTIONS LOCAL 0.25' HMA CL Y2 , PG 64-22 0.17' CSTC 0.42' CSBC SECTION D S.W. 366TH STREET OFFSITE IMPROVEMENTS CROSS SECTION TYPE V 2 LANES + DITCH Al A Y Cl noE 3: 1 SLOPE 1: 1 3' 1 5" 1 8" 12' 72" 8' 1 5' 3' Util. a Ditch Ditch a Util. Strip Strip 24' 56' MINIMUM PAVEMENT SECTION LOCAL 0.25' HMA CL Y2 , PG 64-22 0.17' CSTC 0.42' CSBC SECTION C REV: FEBRUARY 2008 C�harv°p PUBLIC DWG. NO. � o o Mg ft WORKS LOCAL 3-2V 3RD PLACE S. W. PERMIT NO. 15-106142-00-EN APPROVED DATE Ki 12" SHOULDER WIDTH 6'--0" (MIN} W (VARIES) # (TYP.) 1J � ppI I I 0' w a�U. a {+l " 0.02 FT./FT. €3.02 -Q.QS Fr./Fr 0.0�2-0 E?cLsztt�G GRADE •T k, 3.Y..E +. ;,S �.ak'.. 4.4 •fit �. .,i�r v ,/ •• it +7•.�•'i.t y(e.v .. . I'. 3 ''(A! is^e,.s'A ~�i ^! �'' .. •fit .!,• .. i•.i•. .:s .., .• POSSI8L E GRADE VIN. ;. 3-LANE. 2-LANE s �s SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON VARIES i SIDEWALK -- 2X 4 4�CGNC d q d 2" CRUSHED SURFACING TOP COURSE 3/8" EXPANSION JOINT - 1/2" RADIUS FOR CURB & GUTTER USE DETAIL 3-4 I VARIES PLANTER STRIP o F SIDEWALK AS REQVIREQ 4 CONC. " 2X• a. 2.... - x ,,- o . I % a L a CURB & G4TTER 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3FOR NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3--6, 3-6A, & 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1 /4 INCH. 4. CONCRETE SHALL BE CLASS 3040, WSDOT SPEC. 8-14. REV. AFAR 2011 DWG. NO. PUBLIC WORKS SIDEWALK SECTION 3-12 NOTES: 1, COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE 8. PIPE MAY BE OMITTED IF ROADSIDE DITCH DOES NOT EXIST AND APPROVED BY THE ENGINEER CONSIDERING BOTH TRAFFIC SAFETY DRIVEWAY DOES NOT BLOCK NATURAL FLOW. AND THE ACTIVITY BEING SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION ,JOINT LOCATED 7. DRIVEWAY SLOPE SHALL MATCH TO BACK EDGE OF SHOULDER, MID -WIDTH. SEE KCRS SEC. 3,04. BUT SHOULDER SLOPE AND EDGE OF SHOULDER SHALL NOT BE ALTERED AS A RESULT OF DRIVEWAY CONSTRUCTION. 2. PIPE SHALL I3E; A. SLED TO CONVEY COMPUTED STORM WATER RUNOFF, AND 8. PAVED DRIVEWAYS SHALL BE PAVED THROUGH THE RIGHT--OF-WAY B. MIN, 12" DIAMETER, AND WITH 3" (MIN) A.C., BUT NOT P.C.C. C. EQUAL TO OR LARGER THAN THE EXISTING PIPES WITHIN 50O' UPSTREAM, AND g, GRAVEL DRIVEWAYS SHALL HAVE A PAVED DRIVEWAY APPROACH BETWEEN THE EDGE OF PAVEMENT AND RIGHT-OF-WAY WITH 3" NOTES: 0. BEDDING SHALL BE 5/8" MINUS CSTC. (MIN) A.C. ONLY WITH DIMENSIONS L=W. 3. EXPOSED PIPE ENDS SHALL BE BEVELED TO MATCH THE SLOPE 1. CATCH 9ASINS SHALL, BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASTM C690 UNLESS OTHERWISE SHOWN ON FACE AND PROJECT NO MORE THAN 2" BEYOND SLOPE SURFACE. 10. SINGLE-FAMILY RESIDENTIAL USES SHALL SURFACE THE FIRST 40 FRAME GRATE PLANS OR NOTED IN THE WSDOTfAPWA STANDARD SPECIFICATIONS, PROJECTING HEADWALLS ARE NOT ACCEPTABLE. FT OF UNPAVED DRIVEWAYS MEASURED FROM THE BACK OF THE 2. KA3�PS INDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE, SIDEWALK OR PUBLIC RIGHT-OF-WAY, WHICHEVER IS GREATER. SHALL STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE SEE DWG. 4. ALL PIPE SHALL BE CLASS IV CONCRETE PIPE. AND SHALL HAVE 11. SEE SEC, 3,2.t3. :;; NO. 2-006. CATCH WIN DETAH-S. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A A MINIMUM OF 12" COVER. MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE a,A)aOFIr�Os2 A0RJ571AENt SECIWN MANHOLE. 5, PIPE SHALL BE INSTALLED IN A STRAIGHT UNIFORM ALIGNMENT AT STAR" � m . , L7. OR caAD� 3. ALL REINFORCED CAST -IN -PLACE COLASSTE SHALT_ BE CLASS 4000. A MIN. 0.5% SLOPE (0.S FT. PER 1 OO FT.) WITH THE :`^:, :.;:, ALL PRECAST CONCRETE SHALT. BE CLASS 4000. DOWNSTREAM END LOWER THAN THE UPSTREAM END. .. ` - �.•." ° ,.... ; �:` +•: •.-�-'.''-:°••' ",.. :} '° " r 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR , KNOCKOUTS, KNOCKOUTS SMALL HAVE WALL THICKNESS OF 2" 20' X 24" OR _ ; •c 71. *� MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN ` 24` DIAML '` STEPOOR LAUOER ORIENT FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. s SET IFS wnt 5. CLEAR P . SEE M. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER :} 4-4, DIAM. PLUS CATCH BASIN WAIL. THICKNESS. MAX. HOLE SIZE SHALL BE 36" FOR 48' CATCH SASBN. 42" FOR 54" C.B.. sv " 48" FOR 60" C.B,. 60" FOR 72" C.B., 84" FOR 96' C.B. MIN. "• DISTANCE BETWEEN HOLES SHALL BE 8' FOR 48`. 54', AND 60" s.,.'.' i C.8.; 12' FOR 72' AND 96" C.B. I' 1 REV: MARCH 2014 i , I I i 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN s I I { I ACCORDANCE WITH SEC. 7.05 OF K.C.R.S. AND MEET THE STRENGTH i I REQUIREMENTS OF FEDERAL,. SPECIFICATION RR-F-6210, MONr. I ¢" MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING & DITCH ;p/a p'p DWG. NO. � • • «• x : 48" IN.m &" .+ •kv FIT Wilt# ANY COVER POSITION. (� Pl.IE3LIC WORK &�i iw.r 'SECTION iv 9.4` D�At.�' a` eo' o#aw. a" 72. w : 8" ,:.�'. .. ; 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF PSI AND BE PLACED IN THE t1Pi�£R HALF ll DRIVEWAY MORTAR .: 88' O?U.-12" h 's IPRoew BASE ,}AI. WITH OF THE BASE Y,�TH T" MINI CLEARANCE. FILL 8. MIN, SOIL BEARING VALUE SHALL EQUAL 3.300 POUNDS PER ,. •t , ;-, •,.a'. ' 'r•- ' -, 4• . +H :. 1 P .;`,M.i > a t :; : a } I'^ii' rat ut' 54^. ae SO- OHM. v` r FOR 72't do iV DA SQUARE FOOT. a .' 9- FOR DETAILS SHOWING !AT)OER. STEPS, HANDRAILS AND TOP SLABS, SEE DWC. NO. 4-4. RAIN. \-SE'ATE 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. CAST IN PLACE *FOR SEPARATE EASE OR SEPARATE GRAVEL B/.CKFILL FOR FOUNWONS 7-05.3 FOR JOINT REQUIREMENTS. CASr_IN_p�E PRECAST E, 6' COMFIAG`iEi! OWN . FOR PE EQW SAU ONLY. ONLY RE7fSomm STEEL (F{sR SER4RAX WES 9N AID STEEL (FOR PWCAS7 WE k I�MAA. RISER ONLY) EACH 0,23 SO, fNt%FT. IN i#aH DIRECTION FOR 48. . 0,19 SO. ft/.FT. IN H DIRECnON FOR 34" ,2W WS SQ. tK/Ft, IN OIREMN FOR 48 OM. 0.10 SIT. tN./FT. IN EACH O9M=ION FOR 54' OWL 0.25 SO. IN./FT. IN EACH NIECTION FOR RO' WM: 0.25 % RT./Fr. IN EACH DIITEC'€ N FOR & DWL 0.35 SO. iN.jFT. IN EACH DIRECTION FOR 72' MWA 0.2�4 SM IN.M. IN EACH OLRECPON FOR 72' OIAM. 0.39 SO. IN./FP. IN FACIT DIRECTION FOR 86" C &M. 0.29 SO, IN.IFT. IN EACH DIREMN FOR 96' OWL "O" RIND JULY awm �Q ORKS CATCH BASIN TYPE 2 (48", 54", 60"",721% & 96") � w3 O. 1 13 SW HOOP 2 #3 "m MGM $3 a%9 EACH CORNER 13 ,TAR EACH SIDE FRAME AND ORATE NOTES: t, CATCH BASINS SHALT. BE CONSTRUCTED IN ACCORDANCE WITH ASTM C47$ (AASHT{? A4 i ff9) Fs Ca90 UNLESS QTH£RYi15E° SHOtYN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD, SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR. WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED, WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 22.1). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE S" RISER SECTION CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT, 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. S. ROUND KNOCKOUTS MAY 8£ ON ALL 4 SIDES. WITH MAX, DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR '0' SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE 12, RISE2t SECTION PIPE INVERT IS 5`-•0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED I/2"/FT, 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-620. MATING SURFACES SHALL BE FINISHED TO ASSURE NON --ROCKING FIT WrrH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. I1. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2' FROM VERTICAL.. EWE OF CATCH BASIN WALL. PREC.A97 84S£ SFnON (IAEASUREfAENT AT THE TOP tjF Trig BASej #3 € W EACN WAY JULY emm PUBLIC DWG. NO. F@dM9 W WORKS CATCH BASIN TYPE 1 4-1 PERMIT NO. 15-106142-00-EN APPROVED DATE 4 SE 114 OF SE 4 +.4 CIT-YOF FEDERAL WAY, STATE OF WASHINGTON .. 5.0 - ' 0.7 t 4a g 1.5 ..r, %<,,EJ _. LEGAL DESCRIPTION: l *'� ''\ THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE VVA- "' � ' \ �, � \ a' � �• -- • �""-`" �/ -- SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION •• 1 30, TOWNSHIP 21 NORTH, RANGE 4 EAST N1.M., IN KING COUNTY ''•'' .� ',k \ `� l `\\ .; �:=v,':;;;; , v WASHINGTON; i 29 p f . ,... , _ EXCEPT THE SOUTH 30 FEET THEREOF \111 _ l\\\ . 5. 1 \ \ �, �\g,`;•'',, $< `L ,;< a'; 1 '+. 2;.`!' ..i i�::. i;`C Gi. 'ri`-', `',�•-.°' ._ �1 _-_ nu— KCAS (KCAS-3.6 -- NGVD29) rY i vF , , y i • i� BENCHMARK 30' ROAD & ------ �� £, ;; CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A :z.. , `AL -- \yq X^, UTILITY EASEMENT >'� _ �5 ;, STANDARD WSDH MONUMENT CASE, WITH PUNCH MARK, LOCATED ~-' ry <, l IN THE MIDDLE OF THE INTERSECTION OF 21ST AVENUE S.E. AND ` = REC. NO. 4577386 S.W. 356TH STREET � - \ ., l ELEVATION - 400.9572 FEET i`\ :, [• - _. s f � ,§'� \ Ls`��INSTRUMENTATION: \ INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVEfi SE LOOPS, MINIMUM \ \ ;, '" ACCORDANCE WITH �.; _, x� r:c _ _ _ E OF LOOPS WAS 1:22,000, IN :5t r \.. \ M' WAC 332-130-09D. CLOSUR k .. l PAN� CONTRACTOR RESPONSIBILITY. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE o T \ `• �" �..,1` \ , COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL \ `Y APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE F; • Yam; ca ; CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER TY .. /:,. CTION WITH THE P RFORMANCE OF WORK ONHARMLESS FRM ANY AND ALLLITHISI PROJECT, EXCEPTING FOR LIAB, REAL R ALLEGED, IN ILITY ARISING '•/ �'��� ~�' ' ;'-�', ��' � =.� \ �,, ; iris �„ , , \� � I FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ..- -- / ' x \ DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE .;,,, .. PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 2L,'rf .f� \ PROPER FITTING OF ALL WORK AND FOR THE COORDINAT]ON OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT, ' \ 21 -'tea.' 3.4 TZ r�x �•L 7Z;t� r"` �. � _ `...�` ',ate" 2 ;Y„ leN 5.1 . _. ti• v._ is ' v•' N, `.,,` .. y15 30' ACCESS & ' \`" 24- ~ UTILITY EASEMENT 128 REC. NOS. 4347540 & ;;, I`;,,,. 4576965 59 i _...-... - - -- 30' POWER EASEMENT REC. NO. 4357239 15EASEME T FOR WATER FACILITIES REC. NO. 9409061729 Know what's below. Call before you dig. PERMIT N0. 15-106142-00—EN APPROVED ..a MONTEVIS TA SHORT PLAT FEDERAL SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W. "i CITY OF LEGEND C y y Y k ,__ t t 4* 4 20\ 8\ a•";, \ \y> E \ \ - 12" sSEK� Tn@2 EPC1 14 D A(SNFIEC 12124 16 l 8. a c� 14 , \ \T 2 �• \ 16 \ \ Li z LEGAL DESCRIPTION '\ \ THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE 290 10 20 40 SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION \ ?, _ J; 30 TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON, „_f \ ;' I - - SCALE 1 " = 40' ' \ \ EXCEPT THE SOUTH 30 FEET THEREOF. , \ \Ai 3� \ \ x 30' ROAD & TREE UNITS REQUIRED / RETAINED 16. 10" \ ~ UTILITY EASEMENT REC NO 4577386 GROSS AREA 4.18 AC \ y \ 12 \" " l._......... _ 1 \ x£ \ R.O. t�! 0.57 AC. ,18" 61"1, '� \ i ; + f 2" I NET AREA = 3.61 AC. / E : , x 10" TREE UNITS REQUIRED = 3.61 x 25 (SF ZONE) = 90 \ CLEAWO i i t ` t £ 1_, ;r `. , � \. _��:: � \8"\ \\ `; � 0" �.. x � � .ram z'� 1REE UNITS RETAINED = 105 BLIC 16 \ \ \ _� TRACT A = 20 IT F�(}C� FACING, CUT SECTION AV TRACT \ - TREE UNITS g WORKS 67 16 GRADING _ 18" CUT = 1, 086 C.Y. I , \8 GALVANIZED STEEL POST OR ., FIR 2 0 „ERX4 \ � \1, FILL 0 UAL G ` � I LL 3 3 C. • 5' OET " EQUAL �O ' / 6 C.Y.FILL 2 "x2 14 GA. W)RE f AO ` RIC , ,•. , T 47 z� NET , \ \� 1 � 2 2 . — f 1E — x PROPEX SILTSTOP F ILTER — — \ Ql fi NOTE ®TC FABRIC OR EQUAL _. , , QUAN7177ES ARE APPROXIMATE ONLY AND BASED ON BANK YARDS, NOT ACCOUNTING 2. I _ r 2; I 00 0.0 O of -z; _ FOR SHRINK 0R SWELL FACTORS. � ,' jDc ��.• Di" O ',;:%:' � + � , �,� �\} � ! c � t `:l I ` �_I 3.0' MfN. , :{W NEWLY GRADED OR 114 DISTURBED SIDE TW=348.00.I \ :8 - W=340.00 ! i , , % ; / ``, '� 4' I #-41 \ i `. " WASHED ROCK ,.\ OR PEA GRAVEL a TIN=342. %z I " W-340 3 8 L j :- \ O 20 � i f S �w� 28 ` E I ° SILT FENCING N.T.S. W�'' ry�j'tl"'' } \ it #' # £ ` \ \, IUt•`^,`_ t ! � \i \ \ \�,• 4t�> o ;x \i Zl— v , F i L is 1 3� r ti „,.�-r. f ` 1 "1,: .fir. :.;; 16 18 „l.` AC 7REES IV :• t , 8" lAkk xii 20" a� # C II �. k _ -\T 8 btu. 30' ACCESS & ~ , -` _ c i i UTILITY EASEMENT :28 ,; ; 1 REC. NOS. 4347540 & w % �` Ni ai 20"\ X \ t 10 1L 4576965 « r „' s x, I 20" n„ a N LI fad X — —� — , — :•� I \ \ •t« E . -1 - .e _ - - , y5 i .1 V ./ �y� Q � :ray j'XMIMMENTS - E 94a A .1 i i - 6+00 :• , POWER EASEMENT ,:: .._.. ..., :,., - � „_—�v~'� 30."' -�--j- , •�, , REC. NO. 4357239 .' - -- -- _ 20'! i 15 EASEMENT FOR WATER FACILITIES '. `. #: _.. _..._. - \ REC. N0. 9409061729 i/ £ X. Ss:->�_ 30' ACCESS & i , UTILITY EASEMENT l REC. NO. 4482209 Lc a , DWG. NO. 3-22 100 FT. — -- a i'im EXISTINGo.,� 15 FT. EX. GROUND GROUND GEOTEXTILE BENEATH QUARRY SPALLS 4 IN. TO 8 IN. QUARRY SPALLS ROCK CONSTRUCTION ENTRANCE NOTES: 1. PAD SHALL BE MAINTAINED WHEN SOIL IS EVIDENT ON THE SURFACE OF THE PAD OR AS DIRECTED BY THE CITY CLEARING AND GRADING INSPECTOR. 2. PAD THICKNESS SHALL BE INCREASED IF SOIL CONDITIONS DICTATE OR PER THE DIREC77ON OF THE CITY CLEARING AND GRADING INSPECTOR. 3. MINIMUM DIMENSIONS MAY BE MODIFIED AS REQUIRED BY SITE CONDITIONS UPON APPROVAL OF THE CITY CLEARING AND GRADING INSPECTOR. •below. beforeCal I you .. PERMIT NO. 15-106142-00—EN APPROVED DATE o o �Z cc ie e CL Cam,) o � 0 M M d' vIN � v G V) O V)�O N lL Z q N M Vy � N N � LL C v C Q �i s 0 V 00 0 Z_3<��:" <`LU w s fC fq W Uz _= -2 o � N c: U _� Z ■ W N 1 ca L L Q% Yd 03 a. • AN ru 0 Z �n JOB NO. 13615 DATE OYIII16 SCALE 1 A�=40' DESIGNED REM DRAWN LFU CHECKED REM APPROVED REM SHEET SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON " . LEGEND THE WEST 290 FEET OF THE NORTHWEST U O 0 SE C .. SOUTHEAST .._ _ QUARTER OF THE SOUTHEAST QUARTER OF SECTION ' a .? \ DhAtNFIE \ \ \ _ I4 30,TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., 1N KING COUNTY ;;', Q _ SE CK ` TBr4 \ WASHINGTON; ello CCr 1 EXCEPT THE SOUTH 30 FEET THEREOF. SIM 1 I Ulk _ . \11 951 SO FT DATUM: Is KCAS (KCAS-3.6 — NGVD 29) i (TOTAL), ' ` BENCHMARK. 2 '194 ,SO FT \ , \ \ \ \ I \ CONCRETE MONUMENT WITH NAIL, SET 0 78' BELOW GRADE, IN A � - _ E INTERSECTION OF 21 ST AVENUE S E AND -� \ ` tQ' bRA�(AGf �, \ \ \ \ ' y . STANDARD WSDH MONUMENT CASE, WITH PUNCH MARK, LOCATED !N THE MIDDLE OF T H � ' • - - ' ` `=' t \ \ \t\ \ EASEMENT \ \ I t5 \ \ \ i \ S. W. 356TH STREET r \ \ \ \ \ _ ELEVATION = 400.9572 FEET Jr SD PROPOSED STORM DRAIN ti t i \ W PROPOSED WATER { PROPOSED STORM WATER QUALITY VAULT \20� ACCESS%DRAWAGE/ UTILITY EASEMENT{ PROPOSED DISPERSAL TRENCH 2Z;4,w so •N•�. a ; \ \ } 11 Sp FIT\ ( ►' _.. �1�� PROPOSED SEPTIC DRAINFlELD/RESERVE AREA Know what's below. Call before you dig, PERMIT NO. 15--106142--00—Eft APPROVED DATE - McantrEVrsTA SHORT PLAT SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., WM. CITY OF FEDERAL WAY, STATE OF WASHINGTON LEGEND f­F, _�..' �,­ R'... ,-.%`k_'..1 , I :?.. . . . .., � "I I 11 I I _\ X-1 . ; ; , , I I I . � ... ... I I , ''I, \ 11 \ ; " " " ., ; 113 1 i . \ , , I I , , I I . t ; I 4 : I i . , I . : . � . I . ; -,D .. ­ - VI �I2 .1 , I, .-, f, "1\ %-....\.. , I 1A\ II1 ,,/ \, _ \ c-5.0 --i _._L�- _ O 7 1v,_0­ - II I 1; ..I ­ � I. !a... :...;..:; d. _ . ,. ._�4. .. !: _ . 1 . I -. I 1I ­ 1 - I , .1 / \ -_;\ �\\ \ - N89' 0�4 4�0.00 ,1! : -._. ­ _:-I.� .5 ' ,s.:i.. -. ,-i ,. V_I"fI�I .I - . I .- .- :o. ;.,.. ; ..1i .. I I 044lzI � )!!!I ,a.,. 0 ,... ,3 .�.:;. .­ -�­ .J ,f C� - -�-- I ­- '- O -f .: r iI� .1. N-. -�9r ,- �, ; "\ I\ k �6 N jr, \ \ 46I � � 1II \ \ ;I- C -1 .f. .. V ' .j\ - I I \\ \'�-� I1\ .-, \ S2'"I OP ER I 3' , �4 % \ �-0 �,�,\ \ \ 1 �jI \ 0k_- - \ \ \ �.. 1 t\ Ji \\\ \ , \ \ \0 R.? \ \\\ \ \\"\ Q�_,�' \ ;rX\ \ \ \ \ \ \ \ \ '1,- I \ �. U, , �, \ \I \, \\\ � \ \ \ \ I \ \ \ \ 61 I t 11 z N \ 15a I \ ,"�"\R ,1 \ \ \ $Tk 43a ­ i i­ \ 0 10 20 40 ---....... \ , \ \ \ SCALE 1)= 40' aP-2,: "1 --1-;�0CESS ' 1\ I0370, '12w () ", U,77U7y EASEME�T \ "_ \ , h \ \ \ : : .� ?� .. I . . � TREE LEGEND LEGAL DESCRIPTION: * r I - - _., F ,-..- .... _R-.­ THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM., IN KING COUNTY �*' ,_, I , ;'_�7 I . .��­ .VAr; � 7 �__ . . . �_ WASHINGTON, EXCEPT THE SOUTH 30 FEET THEREOF. < 1iL,.r1)__ i.. I- ­ -RE_ � -;--;- , W -1-r- I- . ,"\ , % �,';. A, "i" ;* ? " __ - AV.AD!:?u'i`,`A 7."'E?, - ��A'l - ,--: , ,-P .- - . ,�, .A., � ;,: VF-L."lie r 0 j?_ ­- , - , 0. . , I f -1 'r r�­ '- - ; .f, Lr ". fE s ::..N�'; �;: :f­_ I .I%.-,- T'116 A,Bg 11 : .-.7 7­­ _Y . � .:,-,�,i -- . -1. ...... i .. . . . I . 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I . i I . : %E", L.110� -0 ' . - . , i., ... , ; ; - i " - ------ - . I _� .-,--z -, -. .6.4.-W_1 I . . .. - . . ._ . "I . . . # ; I .: / ��. - e .."..'. . ..1 , . f 7 ENT A , __ - , - . . r � F up� 30 POWER EASEMENT . A . . . ; : ,\� ; - .-,.,..-.,, S. 6, - TRE ' 0VE; Ro� .-_� . �U ; - - , . . , . ; . - . �77 ... 11 ; ; * . , "-f � - - __)��__ , , , A :- .. i 11 ; ; . : � ; I . . : . : ; . ! : L .. i , . ; ; A I . ; - " .1 . I 0 1 1 F IN' . . . I .... : .... I - . ; ! � . ; I . . ; i . t ___­ . ; I . ! \ I \ S . % -0 0.0ff z i 11 J .! . . I . . . I . I . I L � � . I . I ..... 0 ; " ; . ­_=!=­­.:_ i I " - , , �­,�< ... ...... - .1..j;;:j=:=__!1­ -ls::::::::;-=I I � .... fL . , - , - , L , I . . � ..::::::;::=:. ­­­- . ! , , , ; _ I - ; .; s , . - - - - . . : ! i ' 17. T ,, - z - : : - . . � 1�1 ; .k . tTA- 16+5ZM a � i 6 " � _�Z_ . . ; I -, I . 09.39% 1. . ..;�.L.%__ � \�\i, - . � ; - : I I . ; : ... "I - � . . , _1__­­ I , . I ;; .. ; . � .. ; j AM L� _;- I 1. I '\11 . I . j .. . .... ; ...... ..... ­­,�­ ....... _.,__.__._..1 .......... .. . . . . ... ........ _�_.1._.__...______._ . . . ...... . ..... ­': ... .. .. . - ... ..... �'.' . I . I . ;__. . . . ...................... ...... . - , -1 ........ . � - ___L_..._;=_­_2__:�� ....... ..... ..... -..:- 1 ___ ... - : . . 7 . I I I . ... L . . . . I ; : - S , I : 1, . I i I - 1 . - : , ; . - - Calm, I" 1�:. " ...... 11-1 15' EASEMENT FOR . 4 . 7 , ., , \ 11 . 41- 0 11R� ; � , . I ... I 11 .i , - ­_,� . N !;� I : : I 1: I I :S1.--- ..--....,--.-.,--.-.----.--.-......-..- ... \ ............. �. . . __.___,_. --- WATER FACILITIES ----i : I 11 ; . - i -'W , . \� ; 7� " 1< - --------\,--...\ ............. - __.... I I - I . I ; . , I . . . IE=M.501; . : � : STA:8+87.81, 1Z RT - 1� I . . � i I ! . � . ..... . / I . ? ! I . I : . I . I . - . , 1. ; . . . , � . . - . -. - f .. ; ; I - z 1 " : . . - , . - . I : / ,f' / : . . . S % ) ; L ; I , REC. NO. 9409061729 ; 64 IF 120 SD . . - ; 30' ACCESS & I 1// , \ - I 9) - � � "I ... . \-.?i ; .. ; . J,k-= ; ! . i . . - � ;�, 11 STA'5+2JLBI ,; . OE . � - . , 1­ _- S IE-wi*, 1 .:(W : UTILITY EASEMENT , I f'. . . . 11! 11 11 I I . �. - : 17 11 I � : 11 ,I. 11 I L I i i . . . BEGIN ROADWAY 1?%,`V`.---287 `�',' I . � . � � ! ; . - 0 / I, ... I . : : . � REC. NO. 4482209 �. A _�_ � .... ; � : _­ z . : -1 : . I p .. . - ; 015A, TYPE I . . . . �z . MATCH 00SW PAVadENT : I I .. .. . ii . - : I ; : ; A n : . . : ; rl : . � : ... STAA9+8abig, 17.22" RT , Rlkl-3".25 I IF-M419, 12- (E,W,N) L - Control structure w/solid cover - 11 t, . . - 1'_ 0 I -1 V_ 0 - ,2c)7. Max 18" O.C. I min I . min - . I --i-I 11 1--.- ' � d,�/,Zll, . . . I­ '711, 1 �i � X11 2/�ol �o , , . I . , , . 1;> . . . . 4 , . � 2" grade f - board notches 2 o I X\\ .4 . . . . . . . . . 0 1 E- � * , . - . * -I' , . , , , , , . , * * Ito. * , NOTES: 0 \. ,/o 1) I : . 4 . . . 4 . . ., . . . . A . min. rigid 6- perforated . . . . . -% . . . . . . . . . " . . . . 11 ... � pipe laid flat 1. This trench shall be constructed so as to prevent . I . . . . . . .. . . . . point discharge and/or erosion. . . - . . . . . . It. . . clean- (<5% 2. Trenches may be placed no closer than 50 feet to . . . . . 11 I XZ . . . .4 . A . . - . , - fines) f' - 1 J" washed rock one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to 4" X 4' support post . . , . . & . X . ... .. .* � . , . . . . . . , o', I If, follow contours of site. 4. Support post spacing as required by soil conditions . . ,/ . . . . . I> * . . I . � 1\1 I -- � to ensure grade board remains level. z , filter fabric SECTION NTS DISPERSAL TRENCH - N. T. S. NOTES: 1) ASSUMING 3,500 SF ROOFTOP & DRIVEWAY AREA, DISPERSAL TRENCH LENGTH = 50 LF (KCSOM C.2.4.4) Know what's below. Call before you dig. PERMIT NO. 15-106142--00--EN ­_ -_ DATE - PW STA = 24+76.81 PW ELEV = 353.13 A.D. = —3.74 K = 4.01 PW STA = 30+44.72 PW ELEV = 338.81 A.D. = —1&00 K = 1.39 3 15' VC 360._._. _ ...... _ ..... d- LOW POINT ELEV = 338.32 LOW POINT STA = 23+00.50 ai N cv N PW STA = 23+31.38 N PW STA = 20+12:50 PW ELEV = 335.67 (n iu ro W U" PW ;ELEV 34512......... ........... A.D..-=. _-1.7...Q0.... __ .. A.D. = 1.00 N PIA QTA - = �- -- --END _ �r��� 1 K — 8.82 m 1 m ..GJ° 3 - - SW 366th STREET 10+00 tJ�.Co .00 340T "A TTOW OF DITCH ,_..77 DITCHOF DATUM ELEV 325.00 N to M 36LF'12* SD 0 1. i TYPE 1 RIM-M.10 LE 332a74, 12• (WN) 1 t N 'tom co � O ^ cp 1N� 00 1� �- � C1f p� co �� �� �� �� }. �N t} �y vi P7 �Op poi �r'j `Q' poi rP' n in n n 20+00 21 +00 22+00 23+00 3rd PLACE S.W. & SW 365th STREET SCALE: 1 "=40'H; 5'V 24+00 3: 31 DATUM ELEV 300.00 30+00 31+00 32+00 20' ACCESS EASEMENT SCALE: 1 "= 40'H; 5'V PERMIT NO. 15-106142-00-EN APPROVED DATE 11:1,11111"11 N't"Irva,� SE 114 OF SE 114 OF SECTION 30, 7.21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON 1• i • 10 20 40 — 1 SCALE 1 .0 vSNOZ �T e'ACE AV 1 oox o Typ n t TR » Il 2t�' T E 2—N STA. 1 ' LT P : ,N S Etc S UC RE( DETAIL RrM I ? 1.43, 1� � 3, . �� �, I ACCESS � A Z. s2fit) A� µ . = :' ' AH T PATN 30' ACCESS & , z >, '< :' TA: 1< , 124' RT IIE i�J, )2�" UTILITY EASEMENT I A - , •y < ,. . „ C, ',.`•w c , �. - ,.lS 5iS 4 R t s.; �1 ._. /i: (— REC. NOS. 4347540 & ...:,, _ s* V � .. I _11 ! F 12 STAt � �4 1 ? 1 RT =�� _ f? i�f$ ,- ®A� v- f D. MANHOLE STRUCTURE L \ STRUCTURE (72") O.D. TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADI GRADE RING/RISERS PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 41A FLOW KIT —J `-- HDPE OUTLET RISER SECTION A -A Storm er" OUTLET SUMP STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (4). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 4 CARTRIDGES. P160" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (9pm/sf) 2 9pnVft2 I 1 9pmtW 2 9pm/ft' 1 1 9pm/ft2 2 9pm/ft2 1 9prtVft' CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 1 7.5 10 1 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. STRUCTURE ID CB#9 WATER QUALITY FLOW RATE(cfs) 0.157 PEAK FLOW RATE (cfs) .410 RETURN PERIOD OF PEAK FLOW (Yrs) 100 # OF CARTRIDGES REQUIRED 4 CARTRIDGE FLOW RATE MEDIA TYPE (CSF, PERLITE, ZPG, GAG, PHS) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE#1 297.00 CPP 12" INLET PIPE#2 s OUTLET PIPE 294.70 CPP 12" RIM ELEVATION 302.50 ANTI -FLOTATION BAUAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.00m 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. LEGAL DESCRIPTION: THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON, EXCEPT THE SOUTH 30 FEET THEREOF. Know what's below. Call before you dig. S PERMIT NO. 15-106142-00—EN APPROVED DATE SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON 11+00 10+00 9+00 8+00 7+00 6+00 S.W. 366th STREET SCALE. 1 "= 40'H; 5'V Know what's below. Call before you dig. PERMIT NO. 15-106142-00—Eft APPROVED DATE n SE 114 OF SE 4 O. CITY OF FEDERAL OF WASHINGTON FU i� ` ;st 5 RSBE, TT1!tP. 5.1 --,a ic _ ACCESS . EASEMENT (PROPOSED) c �." . / \ ✓ � 1 �8 1 —y� BSOL, %iR L'3 z 1 Pi h' Lary �' 18,7 , 2e -5Q FT--,' £., L; :f I 4*1 12 30' ACCESS & UTILITY EASEMENT ( ,, -. REC. NOS. 4347540 & " " + 0 76965 ' 7 BSF3L, TI 4 ;P. ry 37C (. R [—+ ` _....__. __.._.._ _..__._..__.__.._ __.._..--------.._._._... __. _ _.___.___.--...._._..__.. .__._..._...._.. __.....__...-..._._. -__. __. _-- -.. ____._ _.. ___._.__...__.._ _ ___ _ _ . __._ __.__._ _...._ _ __. _. -- _ -- -- -- _ -- _ . -_-,--____ ..- - o-_ \\\ ` 0 10 20 40 __. __ __ �.._._.. __ ---_ _. .............. _- __ ...._...._ _. _ ___...___.-_.__ _......__... " _.. __-_ __ _.._ _. __ -.--- ____....._.... _-____........ _ _ ......._....__..._:....._....._ _.....__..___. _.._ ___...__..-.__-- - - ..--.-.-_ _.. _ - , _ _-- -- .. _ ... --.-- ___._ . _. __-._. _. _ .._._ _.____- . __ __._.__.._......._.__..... __.__. _..... __._..... _.___ . _. _ _ _.. _._. _ SCALE 1 - 4 360 : _ _ �._.. - 360 35( SIGHT DISTANCE ANALYSIS PER ASHTO, POSTED SPEED LIMIT = 25MPH INTERSECTION SIGHT DISTANCE = 280 FT, STOPPING SIGHT DISTANCE - 155 FT. LEGAL DESCRIPTION. THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECT70N 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W M., IN KING COUNTY WASHINGTON, EXCEPT THE SOUTH 30 FEET THEREOF. Know what's below. Call before you dig. PERMIT NO. 15--106142-00—EN APPROVED DATE SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., WM. CITY OF FEDERAL WAY, STATE OF WASHINGTON . ...... . .. ... ... Z , 50 7" 1.5 N �O SEPPC DRAtNFIELD ?;A 1 N, SETS TRAnT,\ S TOR M WA TER 11,951 Sp FT kh IN 25(V7 ,'69 (TOT\A 21,194, S9 17 II TREE LEGEND LEGAL DESCRIPTION. LEGEND THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION N. 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY N WASHINGTON, --3r 'y EXCEPT THE SOUTH 30 FEET THEREOF. 7 r r- 0. 4F Gy AN'f" 22, \440 S \FT (TOM 41, ........... 22jJ3 SQ FT (NET)30' ROAD & ...... ...... UTILITY EASEMENT REC. NO. 4577386 0 19.135 S; -, FTJ WATV�IAETW 0 10 20 40 F 2� Lt81 D.k \V IRRE HYDNANT 'OBEY\ ASSE SCALE 1 40$ STA:23+76.31, 5.15, R� x W 7 E r, LA- 6WC I " GA TE V THRUSTAOCKING aiR 101 LF 8" W. r. . . . . . . hT L N cd 51. LF1. C4 W AM 11"T B I THRUST BLOWNG 5.6 ' `'. LOTS 1-7 SHALL HAVE SEPTIC ...... ........ . . .... .. 'CAP & MUST MOCK DRAINFIELDS & RESERVE AREA'S SET f: ASIDE TOTALING APPROXIMA TEI. Y 2,500 SF WAXOWDFF PER LUA �-WAIL 8-21a--R 20,848 SQ 5kT L) T (OF ON 18,8103 SQ �. R T STA.-23+73".39 FINAL DESIGN SUBJECT TO KING COUNTY 4r BEND I J MAW aDmm 3 4 DEPARTMENT OF HEALTH APPROVAL A7 I Know what's below. Call before you dig. PERMIT NO. 15-106142-00---EN APPROVED I JDATE EE TABLE BELOW FOR MAXIMUM SURFACE RESTORATION UPPER TRENCHA AS REQUIRED PAYMENT WIDTH FINISHED GRADE APPROVED COMPACTED BACKFILL MATERIAL i a 1110 > Q Z I UPPER. LIMIT OF MAXIMUM LOWER TRENCH WIDTH a IiL I i ,il! a TOP OF VALVE NUT TOP OF PIPE *`- COVER a Ea-= :3MINIMUM Qt k z UNLESS NOTED OTHERWISE VARIES "'� ON PLANS BOTTOM OF PIPE PIPE ZONE/BEDDING EXCAVATE BELL HOLES MATERIAL (RAMMED & TAMPED AROUND PIPE} TO PROVIDE CONTINUOUS SEE TABLE SUPPORT UNDER PIPE FOUNDATION MATERIAL AS BELOWFO MAXIMUM LOWER DIRECTED AND TO DEPTH TRENCH PAYMENT AS DIRECTED BY THE WIDTH DISTRICT MAXIMUM UPPER TRENCH PAYMENT WIDTH SEE NOTE± ?. Measured in Feat Depth to Pipe invert from Flnlshad Grade Plpa Size 4 Ft, 5 Ft, 6 Ft. 7 Ft, 8 FL 9 t. 10 Ft, i Ft• 12 Ft, 13 Ft. 14 Ft, 15 Ft, 4 -Inches 5,1 8, i 8,1 9, i .1 2. 3, 1 . 6 #ttc sae 81 9.1 0. 1. 16; 8 Inc as .8 6,8 8,8 10.8 1. .8 2 no ex tS Inches - - ^ B. 8. 9<1 9.2 O. .1 1OT 1 .1 13.2 t 1 .2 .2 2 inc es - 8.5 _5 _8,0 9. 0.51115 MAXIMUM LOWER TRENCH PAYMENT WIDTH (SEE -NOTE 3) (Measured from Bottom of Trench to 12 Inches Above Top of Plpo) Pipe Size 0.0, Of Ductile Ira Pipe Height of Lower Trench Width Trench Widt ek inches ti Inches Feet1.4 2. ee 6 no es t3,90 nc es ee es 8 Inches 1 9.05 Inch a se 2,8 sat 12 nches 3.20 Inches Fee 3.2 ea ncllss 24 ncliea2 1'/'0 nc as . 0 Inohes 5 Fee ae NOTES: 1, REFER TO SPECIFICATIONS FOR REQUIREMENTS FOR APPROVED BACKFILL MATERIAL, PiPE ZONE/BEDDING MATERIAL, AND FOUNDATION MATERIAL. 2. BASED UPON TRENCH SIDE WALL SLOPE AT 1:2 ABOVE UPPER LIMIT OF MAXIMUM LOWER TRENCH WIDTH, 3. TRENCH WIDTH BASED UPON 30 INCHES MAXIMUM, 0_.B 1:5 TIMES THE OUTSIDE DIAMETER OF PIPE PLUS 18 INCHES, WHICHEVER IS GREATER, STANDARD PLANB--18d LAKEHAVEN UTILITY DISTIRiCT KING COUNTY WASHINGTON STANDARD TRENCH RIGID PIPE WATER MAIN DATE: 9-95 e e oy�� SCALE: NONE DRAWN: RSL SHEET T CHECKED: BLR OF i APPRt BLR 8"x8"06" CONC BLOCK LOCATE 2 BLOCKS AGAINST POUR THRUST CLOCK AGAINST MJ CAP OR PLUG UNDISTURBED EARTH PER STD. PLAN B--22a fI- WATER MAiN MJ CAP OR PLUG TAPPED PLAN @ MAIN MIN 5'_0„ MAX a CONC METER BOX WITH METAL LiD I r _ (FOG TITE METER SEAL y '• -�k �lg CO^ NO. 1-D) LOT 0 ---- fA. LINE � i ( -• CONC BLOCKING-` PLAN @ GRADE N®TES: 1. PAINT PIPE THREADS WITH ASPHALT PAINT AFTER ASSEMBLY 2. ALL PIPING SHALL BE GALVANIZED STEEL. 3, PIPING TO VALVE AND VALVE SHALL BE SIZE NOTED ON PLAN, FINISH BACK OF SIDEWALK GIRD ~� 3" CAP -- METAL VALVE BOX PER STD PLAN B--21c CONC BLOCK 3" CJ, GATE VALVE W/ THRUST OPERATING NUT BLOCK" NPT '.r.'•B t ""�-� STANDARD PLAN B-21 a-R 3" 00' ELL, NPT 1 v_ 3"0" LONG NIPPLE. NPT ELEVATION UJ 3'-0" MEN d 7^ 3' MEN RADIUS _ CLEAR & LEVEL !H La ca LO CUT CHAIN AND 4 a REMOVE FROM HOSE PORT CAPS & HYDRANT � 151b ASPHALTIC BUILDING PAPER OR POLYETHELENE SHEETING ---�- 6 cu ft MIN WASHED DRAIN ROCK PER SPECS 12" x12N4" SOLID CONCRETE BLOCK NOTES, f ` 11, AN SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHiNGTON HYDRANT / 4" STORZ ADAPTER (UNLESS OTHERWISE SHOWN ON PLANS) /--CABLE - - i- BOTTOM OF �i OUTLET T� ) x CURB 6" DUCTILE IRON PIPE THRUST RESTRAINT N SYSTEM FOR MJ JOINTS PER SPECS. 50' MAX SEE NOTE 5 FINISH GRD CA VALVE BOX, SEE STANDARD PLAN B-•21 c 6" AUXILLIARY CATE VALVE FLxMJ WATER MAIN ­7 HYDRANT TEE FLANGED BRANCH 1, HYDRANTS SHALL BE INSTALLED PLUMB, 6, THiS DISTANCE SHALL BE MEASURED FROM GROUND SURFACE WHERE HYDRANT 2, HYDRANT PUMPER/STEAMER PORT SHALL FACE IS LOCATED, OR ADJACENT EDGE OF THE STREET OR WHERE THE STREET PAVEMENT WHICHEVER PROVIDES THE CANNOT BE CLEARLY DEFINED OR RECOGNIZED GREATER DISTANCE. IF NECESSARY, SHALL. FACE THE MOST LIKELY ROUTE OF BACKFILL MATERIAL SHALL BE BROUGHT APPROACH AND LOCATION OF FiRE TRUCK UP TO A LEVEL FOR THE CLEARANCE WHILE. PUMPING, AS DIREC'i'[D BY THE DISTRICT REQUIREMENT TO BE MET AT BASE OF HYDRANT. 3. DO NOT PLACE THRUST BLOCKING BEHIND STANDARD FLAN B-19a-R TEE OR HYDRANT, LAKEHAVEN UTILITY DISTRICT 4. USE OF TIE/SHACKLF RODS iS NOT ACCEPTABLE, KiNG COUNTY WASHINGTON 5. USE THRUST RESTRAINT SYSTEM FOR PUSH ON HYDRANT SETTING OR MJ JOINTS PER SPECS, iF MORE THAN TYP E A ONE CONTINUOUS LENCTH OF PiPE. DATE: 5-94 e a toly' SCALE: NONE DRAWN: RSL SHEET 1 CHECKED; BLR OF 1 APPR: BLR Eq -45° 0 22-1/2* E 11--1/4° HORIZONTAL & CONCAVE VERTICAL BENDS CEMENT • BRICK S Y a r, PLUG OR CAP A TEE WYE CEMENT BRICK SING_(=.E. PLUGGED _CROSS I d DOUBLE CEMENT PLUGGED CROSS BRICK f' i : e Q TI-E B PLUGGED TEE 13 UNBALANCED ^CROSS GATE VALVE. BLOCKING TABLE S N D 4,. 2 1 /2„ 6" 2 1 /2" all 2 1/2„ 1z" 2 i" 2 1" 24" 2 V NOTES: 1, ADDITIONAL BLOCKING SHALL BE PROVIDED IF GATE VALVE IS AT END OF LINT DURING TEST. 2. 13LOCKING NOT REQUIRED IF FITTING IS FLANGED ID GATE. VALVE, sPe S=PIPE SIZE (INCHES} N=NUMBER OF GALVANIZED STEEL RODS D=DIAMETER OF GALVANIZED STEEL RODS STANDARD PLAN B-22a FINISH GIRD, SET METER BOX FLUSH WITH FINISH GIRD. ,.___------- NO JOINTS ARE ACCEPTABLE B BETWEEN CORPORATION STOP AND ADAPTOR TYPICAL 5/8Itx3/4" DOUBLE iNSTALLATIO_N -�� FINiSI.3 GRD. FINISH GIRD, A NO JOINTS ARE ACCEPTABLE BETWEEN CORPORATION STOP AND ADAPTOR TYP, 5_/8"xV "AND 1" SINGLE INSTALLATION NOTES: 1. METER SHALL BE FURNISHED AND INSTALLED BY DISTRICT UPON PAYMENT OF ESTABLISHED METER CI•IARGES 2, METER SETTER SHALL BE CENTERED WITHIN METER BOX, BOTH HORIZONTAL DIMENSIONS. 3, WATER SERVICE CONNECTIONS AND CONFIGURATIONS SHALL BE INSTALLED? WHERE SHOWN AND AS SHOWN ON THE PLANS, OR OTHERWISE DIRECTED BY THE DISTRICT, 4. SERVICE LINES SHALL. BE INSTALLED PERPENDICULAR TO WATER MAIN, IN THE PLAN VIEW, UNLESS OTHERWISE SHOWN ON THE PLANS, 5. DEPTH OF COVER OVER SERVICE LINE SHALL MEET REQUIREMENTS OF SPECIFICATIONS. SIR--191 TYPICAL WATER MAIN CONNECTION STANDARD PLAN B--19 LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON WATER SERVICE CONNECTION„x3;1;& (5/8_i „} DATE: 1--07 o e aye SCALE: NONE DRAWN: RSL SHEET' i CIIEGKED: BLR , OF 2 APPR: DRH NOTES: 1 Bearing areas of concrete thrust blocking 6 The bearing areas given in the table are are based on soil bearing for horizontal thrusts when the depth of strength of 2000/ 3000} pounds per square cover over the pipe exceeds 2 feet. foot. SAFE BEARING LOAD 2 Bearing areas must be adjusted for other SOIL LBS, PER SQ. FOOT `Muck, Peat, etc, 0 size pipe, pressures and soil conditions. Soft Clay 1,000 3 Concrete blocking shall be cast in place, and Sand 2,000 have a minimum of 1/2 sq. ft. (72 sq. in.) Sand & Gravel 3,000 bearing against the fitting. Sand & Gravel Cemented w/Clay 4,000 Hard Shale 10,000 4 Use cement concrete Class 3000 which has a compressive strength of 3,000 psi, *In muck or peat, all thrusts shall be restrained by piles or tie rods to solid 5 Contractor shall install blocking adequate to foundations or by removal of muck or withstand full test pressures as well as peat and replacement with ballast of to continously withstand operating pressure sufficient stability to resist thrusts under all conditions of service, 7 All joint bolts and accessories shall first be covered with jute 15# building paper or polyethylene sheeting moterial prior to placing of concrete to permit taking up or dismantling joint, 8 Concrete forms shall be installed prior to placing of concrete, THRUST BLOCK TABLE. MINPAUM BEARING AREA AGAINST UNDISTURBED SOIL - SQUARE FEET },SAX. TEST THRUST RESTRAINT RCQUiREMENT PIPE. PRESSURE X SIZE (PSI) A 8 C D E (I Go psi) 4" 200 2/ i I/(NONE) II(NONE) NONE NONE NONE 300 3/�2 2/(2) 2/(1) 1/(1) NONE 8" 200 4 3 3/ 2 3/ 1) 1/(i 1%SHONE NONE 300 6/ 4 4f 3 3/(2) 2/(1 1/(NONE 0" 200 7/,O Sf 3 4%S3 2f 22 1/ 12 3 2 j( ) 300 11/(3) 8/f5� 6 4; 3/(2! 2j�17 12" 200 16 11 /(10� 11/(8) 9/0) 5f(3) 3/(2) 5/(4) 250 2 ^ -200 17/(11) 13/(9) 7/(6) 4/(3) i6" 29/ 19 21/ 14 18/ 11 8/ 8 6/ 3 10/(7) 22v 23/�16� 23f 16� 17/f12� 9X8) 5j�31 24" 200 84/(43) 46/(30) 35/(23) 18/(12) 9/(6) 23/(16) USE. OF TABLE 1 Select proper- row based upon pipe/fitting size and specified test pressure 2 Select proper column based uppon type of fitting to be restrained.(Refer to illustrations}. 3 Determine strength of soil encountered. Table provides for sand -type soil at 2,000 psf, or sand and ravel -type soil at 3,000 psf (in parenthesis, Refer to Note 6 to interpolate for other types of soil, 4 Read minimum bearing area In square feet. STANDARD PLAN B--2.2a LAKEHAVEN UTILITY DISTRICT KiNG COUNTY WASHINGTON CONCRETE THRUST BLOCKING HORIZONTAL &; CONCAVE VERTICAL, BENDS DATE: 9-95 o e oyao SCALE; NONE DRAWN: RSL SHEET 2 CHECI(ED. BLR r OF 2 APPR: OLR MATERIAL LIST: METER SETTER "� 5/8%3/4" MEI-ER: FORD VH72-12WC OR MUELLER H-1404-202" WITH IWO H--14.222 ENDS 1" METER: FORD VH74-• 12WC OR MUELLER H 1404-2X12" WITH TWO H-14222 ENDS - DOUBLE PURPOSE INLET & OUTLET COUPLING (FEMALE IRON PIPE UNION, SWIVELS OR FLARED COPPER) DRILLED PADLOCK WINGS ON METER STOP, SINGLE: CHECK VALVE ON OUTLET, SERVICE LiNE PIPE 1" CTS POLYETHYLENE TUBING, SDR 9 j C ( SINGLE STRAP SERVICE SADDLE ROMAC 101 OR 1 O1S " Cc (AWWA) TAP n ADAPTER (USE PiPE INSERTS) �� 3/4" MIPT x 1" CTS COMPRESSION: MUELLER H•-•15428 OR FORD C84-34C "GRIP JOINT", OR MCDONALD 4753T 1" MIPT x 1" CTS COMPRESSION, MUELLER H- 15428 OR FORD C84-44G "GRIP JOINT", OR McDONALD 4753T 0 METER BOX 5/8" x -3/4" METER: HIGH DENSITY POLYETHYLENE (HOPE) METER BOX. MODEL #BCF1118-128XL, DUCTILE IRON COVER (HINGED) W/STAINLESS STEEL PiN. MODEL #BCF1118RL 11.125"X18", AS MANUFACTURED BY MID• -STATES PLASTICS OF MT. STERLING, KENTUCKY, 1" METER: HIGH DENSITY POLYETHYLENE (HDPE) METER BOX, MODE{_ #BCF1324-126XL, DUCTILE IRON COVER (HINGED) W/STAINLESS STEEL PIN, MODEL #scF1324RL 1175"x23.175", AS MANUFACTURED BY MID --STATES PLASTICS OF MT. STERLING, KENTUCKY. CORPORATION STOP (USE PIPE INSERTS) 1" INLET AWWA TAPER (CC) THREAD x 1" CTS COMPRESSION. MUELLER FI-15008 OR FORD F1000G "GRIP JOINT" G BRASS NIPPLE 3/4" IPS x 8" LONG OR 1" IPS x 8" LONG, l( GALVANIZED MALLEABLE IRON CAP 3/4" IPS OR 1" IPS (� BRASS TEE 3/4" x 3/4v x 1" IPS BULLHEAD TEE STANDARD PLAN 13--19g J� BRASS NIPPLE L.AKEFIAVEN UTILITY DISTRICT 3/4 IPS x S LONG SING COUNTY WASHINGTON cIf GRASS 3/4" OR 1" x 4S STREET ELL OR WATER SERVICE 3/4" Oli 1" HRA55 GLOSS NIPPLE &. CONNECTION „ 3/4" OR 1" BRASS 4� ELL ( 5ZB X .3f/4 & 1 } Know what's below. Call before you dig. DATE: 1-07 - SCAI'C' NONE DRAWN: RBI. 5'H[Ef 2 CHECKED: BLR (ID60 OF 7 APPR: D R E i PERMIT NO. 15-106142-00-EN APPROVED DATE a.". w1vu t" 01rVEE 1 CONSTRUCTION NOTES INSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX, LIGHT STANDARD AND LUMINAIRE (LEOTEK GCM1 30F MV NW 3 GY 700) PER LUMINAIRE SCHEDULE AND CITY OF FEDERAL WAY STANDARD DRAWINGS 3-39, 3-39A, 3-39B AND 3-40. INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT STA. 6+48, 23.0' LT, PER STANDARD DRAWINGS 3-41, 3-45, AND CITY OF FEDERAL WAY SPECIFICATIONS. COORDINATE WITH LOCAL ELECTRIC UTILITY FOR HOOK—UP. INSTALL PHOTOCELL ON LUMINAIRE NEAREST THE SERVICE CABINET O3 INSTALL TYPE 1 JUNCTION BOX. FIELD BOOK: SURVEYED:_ SURVEY BASE MAP: DESIGN ENTERED: 3-31-16 DESIGNED VJG 3-31-16 CHECKED: LDH 3-31-16 GENERAL NOTES 1. All construction shall be in accordance with the Federal Way Revised Code (FWRC), applicable ordinances, and the City Council conditions of project approval. These documents are supplemented by the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT/APWA), the King County Road Standards (KCRS), and the King County Surface Water Design Manual (KCSWDM). It shall be the sole responsibility of the applicant and the Professional Engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to the City of Federal Way. w AL 03-31-16 1. The Contractor shall acquire an Electrical Permit from the City's Building Department. The Electrical Permit shall be kept in the upper bay ofthe service cabinet. 2. Upon completion of underground installation of power from power vault or pole to service cabinet, contractor shall notify the Building Department. Upon Final Electrical Permit approval, the electrical inspector will place an approval tag next to the meter base so that electrical service can be authorized. 3. The Contractor shall coordinate power source and service location with the utility company. 4. The Contractor shall contact the Utilities Underground Location Center (1-800-424-5555) at least 3 days before digging. 5. Field adjust pole bases to be level with sidewalk surface (see City Standard Drawings 3-39A and 3-43). 6. Locate light poles so that the pole is a minimum of six (6) feet behind the face of curb, and the luminaire extends two (2) feet beyond the face of curb. Light poles shall not be located within the sidewalk. Pole bases may be located within the sidewalk only with City approval. 7. Junction boxes shall be located behind the sidewalk, and within five (5) feet of the pole. 8. Conduit shall be Schedule 80 PVC under all street and driveway crossings. Schedule 40 PVC conduit is acceptable under landscaped areas. 9. Immediately following final inspection of the street light system by King County, all street light system J—Boxes shall be spot welded shut using a 1 "weld on opposite corners. LUMINAIRE SCHEDULE LUM. NO. POLE NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP TYPE MAST ARM (FEET) MOUNTING HGT. (FT.) 1 A SW 366TH ST STA 6+58 22.0' LT. LED* 8' 30' 2 A SW 366TH ST STA 8+86 23.0' LT. LED* 8' 30' 3 A SW 366TH ST STA 9+08 27.5' LT. LED* 12' 30' 4 A SW 366TH ST STA 11 +42 27.5' LT. LED* 12' 30' 5 A 3RD PL SW STA 20+75 25.5' RT. LED* 16' 30' 6 A 3RD PL SW STA 22+65 25.5' RT. LED* 16' 30' 7 A SW 365TH ST STA 24+2 7 23.5' RT. LED* 16' 30' *LEOTEK GCM 1 3OF M V NW 3 GY 700 WIRING SCHEDULE CONDUIT RUN X CONDUIT SIZE CONDUCTORS NOTES 1 2" PVC (SCHEDULE 40) 2—#8, 1—#8 BARE 2 2" PVC (SCHEDULE 80) 2—#8, 1—#8 BARE 3 PVC F2" SCHEDULE 40) 2— 8, 1— 8 BARE, 3— 12 PHOTOCELL 4 PVC (SCHEDULE 40) 3— 2, POWER COORDINATE WITH POWER CO. EXISTING NEW 0-0 40 0 40 80 scale feet AS -BUILT CERTIFICATION: I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME L.S. # DATE rji!LffAEX H TRAFF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 LEGEND TYPE M—C—III LED LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE PVC CONDUIT (SEE WIRING SCHEDULE) SERVICE CABINET ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE CONSTRUCTION NOTE PERMIT N0. 15-106142-00-EN CITY OF FEDERAL WAY AS -BUILT DATE PERMIT N0. 15-106142-00-EN1 • as 1► SHEEN' CITY OF FEDERAL WAY 1 MNTEVISTA SHORT PLAT OF 3 ILLUMINATION PLAN F SHEETS DATE I REVISION I BY I DATE ' Q.D. ALUM. TUBE 88 WALL ALLOY 6063-T6 SATIN GROUND FINISH MIN. 44" 0.D. 2" N.P.S. SLIPFITTER HAPCO 41 SERIES AND VALMONT RTA POLES MEET THIS STANDARD. ^ ` (2)- 1 /2" 13 N.C. 00 STAINLESS STEEL THRU-BOLTS, NUTS, AND NYLON 44" O.D. WASHERS. ---6063-T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8" TO 44", 0.219" WALL THICKNESS SATIN BRUSHED FINISH NOTES I. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 90 MPH ISOTACH / 120 MPH GUST VELOCITY WIND. 2. 4043 FILLER WIRE USED FOR WELDING. 3. ONLY THE BASE FLANGE WELDS ARE HEAT -TREATED. 4. BASE FLANGE SHALL ACCOMODATE 11 " TO 12" BOLT CIRCLE. 5. (4) 1 "- 8 NC STEEL ANCHOR BOLTS ASTM 2" 1 1�" DIA. A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE PSI = MIN. YIELD MEAN DIA. OF ROD STOCK 0.908 f .01 I'll OUT OF ROUND tf TOLERANCE : f 0.012" ROLLED OR CUT ✓' THREADS PER A307, CLASS 2A, TOP 10" GALVANIZED PER ASTM A153, COMPLETE 8 - #7 REBAR AN WITH (8) 1 " 8NC GALVANIZED STEEL HEX #4 HOOP REBAR NUTS & (8) 1" GALVANIZED STEEL FLAT 1'-0" CENTERS WASHERS. 6. CITY MAY ACCEPT OTHER BEND RADII AND 1 " DAVIT ARM MOUNTING ANGLES. vF HANDHOLE (4" X 6" NOMINAL)—� NON -FLUSH TYPE, COMPLETE 14' o WITH REINFORCING FRAME ALLOY i 356-T6, COVER AND S.S. i� HEX HD. SCREWS 1 1 2" SCH. 40 - 13 NC S.S. PVC CONDUIT OLT W/ S.S. SPLIT WASHER AND WASHER S.S. FLAT CLASS 5 (1 j) PORTLAND CEMENT 00 CONCRETE (3000 Psi ). 3'x 3' SQUARE OR 3' DIAMETER BASE. SECTION THRU HANDHOLE Rev. NOV 2014 cmvw DWG. NO. ii Federal Way .`"LIC _ '3-39 f LE POLE. RI: FIE-R t 0 CONi.RE E PAD �)r P DW -. 3-30A b ,ry WILD BRACKE--..____ i OR APPROVED Lv K! - VP €1�1 PPEER i 2 EAC r INSULATION, PVC s� �i € ...ti ",'P RZ jV, ,- 'UAL,y' OF OCIt 'OCND ° u MA1"C. 1 J" TYP. NOTES: 1) J-BOX LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS. 2) EXCEPT AS NOTED, ALL WIRING METHODS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) AND APPLICABLE SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS REV. APR 2015 �f' °t�D or WORKS UNIFORM LUMINAIRE WIRING DETAIL ®3-40 FIELD BOOK: SURVEYED:_ SURVEY BASE MAP: DESIGN ENTERED:_ DESIGNED CHECKED: 3-31-16 VJG 3-31-16 LDH 3-31-16 DATE I REVISION I BY I DATE 251 �v AL �� < 03-31-16 LUMINAIRE BASE LOCATION DETAIL IN 6' PLANTER STRIP BEHIND SIDEWALK 8' SIDEWALK ­4-6' PLANTE" IF cinnue KAU-01 enrc0� PLAN UNLESS SPECIFIED, BASE FOUNDATION CAN BE EITHER- 3' DIAMETER OR 3' SQUARE. CONCRETE PAD NOT SHOWN FOR CLARITY. SEE DETAILS, BELOW TOP OF PAD TO BE FLUSH WITH SIDEWALI GROUT UNDER POLE BASE FLAN€ SECTION j PLAN 3 SECTION LUMINAIRE BASE AND J-BOX CONCRETE PAD ENCASEMENT DETAIL FOR 6' PLANTER STRIP FOR 4' PLANTER STRIP (STREET LIGHT IN FRONT OF SIDEWALK) (STREET LIGHT BEHIND SIDEWALK) b W W W W FULL DEPTH! 12' MIN. v W EXPANSION JOINT" z CONCRETE PAD" FINISH PER POLE BASE LL " DETAIL 3-3` VW VW W W `Y J-BOX W 7 W � W W M11$. Q � Q%V f• \ U o i 12" MIN STREET LIGHT POLE BASE y € W W 4CRETE PAD # `FULL DEPTH w W DETAIL 3-3 ILL 12' MIN. �� W 6' MIN. J-BOX z w w m W W W Qf .l• W W W W W W W U W DEC 2014 cm"P PUBLIC STREET LIGHT POLE BASE PLACEMENT DWG. NO. oFd Way WORKS AND J BO ES AND POLE BASES® 3-39A EjLffExTH TRAFF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 XXXX = SERVICE CABINET LOCATION X NUMBER BASED UPON A CITY DEFINED COORDINATE SYSTEM X X YY = THE SERVICE NUMBER, WITH MOST LOCATIONS ONLY HAVING ONE X SERVICE CABINET, THUS NUMBER 1 — AAZZ = CIRCUIT DESIGNATION NUMBER: Y EXAMPLE IS STREET LIGHT CIRCUIT 10 = SL10 Y BB = POLE NUMBER WITHIN CIRCUIT A LEADING ZEROS SHALL BE OMITTED A Z ALL NUMBERS/LETTERS SHALL BE TWO (2) INCHES HIGH WITH TWO (2) INCH Z VERTICAL SPACING — ALL NUMBERS/LETTERS SHALL BE B PAINTED BLACK ON THE POLE FACE „ NEAREST THE STREET. PAINT SHALL BE B 2 BLACK ALKYD GLOSS CONFORMING TO 6 „ FEDERAL SPECIFICATION TT—E-489. z ii FEB 2011 �� °QMOMy WORKs LUMINAIRE POLE NUMBERING 3 39B CITY OF FEDERAL WAY MONTEVISTA SHORT PLAT ILLUMINATION DETAILS PERMIT NO. 15-106142-00—EN APPROVED DATE SHEET 2 OF 3 SHEETS 8 -PACIFIC NINEBARK �r : a ; W W s `1' W � W 'Y^....,...W W. W '. ^., � W �. ...,,. y '.. ,. , W � .... `> _„'^--,.� t \ t't ":fib. `it ✓�� �� / \\. / / ♦ - _ W \ �. "^+.yam` W t W � • � l \' � \ �; . % / .� -. �l ` J `t"� W 3�....� W W W., :......, W ..W .. 1. y, � .y ��`� �... � w W� W E � \ '\ ♦. %�. % Y W V, t t m. .'h:,. '. - � ;.... .; y .. ,,..> ., :.' - n.,, ::^. .............. k'.`a,�._,...... �:a✓::YY ._:t�.l.. ., 3':3G'�:....t�' mom..... :. n..n. ......,. ..N:,3 ".. `42Y t \ Lp RED FLOWERING CURRANT tSW365TH STREET , j W \ i W W W v ' ��.. •- W ---��—"`._.--=�=._ W W " _.. _w._... "w—.—_, w.... W �_. _-*. , W .""'^+"._._, W W W W • ��,. W . �G 1 1 �\ \ i�j r ;1•-,, �t jt ' t ♦ - 0 8 g ,J 0 3/ ..,I `tip , f J L_ i`: ` r \ 0+ ♦ �.:,.. 13 -RED FLOWERING CURRANT r� , W 1' 1 '„ MARSH MIX t ; r, } \ 22 -RED TWIG DOGWOOD 3 - i,.i W l ql _ 1 .Y' , REDT DOGWOOD s LQTY J BOTANICAL NAME COMMON NAME SIZE & SPACING 7 MALUS 'ROBINSON' ROBINSON CRABAPPLE 2" CALIPER, 15' HT. 30' O.C. SPACING 16 MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA 10-12' HT., SPACING PER PLAN 59 CORNUS SERICIA RED TWIG DOGWOOD 2 GALLON, 4' O.C. SPACING 19 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 2 GALLON, 4' O.C. SPACING 42 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GALLON, 4' O.C. SPACING MARSH MIX SUNMARK SEEDS INTERNATIONAL SEEDING RATE: 2 LBS/1,000 SF 29.5% SAW BEAKED SEDGE 27% SLOUGH SEDGE 25% SMALL WINGED SEDGE 15% CREEPING SPIKE RUSH 3% SMALL FEATHERED BULRUSH 0.5% SLENDER RUSH 20% KENTUCKY BLUEGRASS, 20% HARD BY COUNTRY GREEN FESCUE, 60% PERENNIAL RYE GRASS TURF FARMS 1. MATERIALS a. Topsoil for Sod. Topsoil shall be a blend of the following products; 30% sand; 20% peat; 30% composted cow manure; and 20% fish compost. Available from Pacific Topsoil, 425-451-3707 or approved substitution. b. Mulch. Mulch shall be fine ground mulch, applied to a 2" compacted depth on all beds. c. Fertilizer. Agraform 21-gram tablet time release fertilizer shall be used in all plantings. Place 2 for each shrub and 4 for each tree. They shall be placed in the plant pits as detailed. Also, top dress all plants with a suitable 'starter' fertilizer. d. Tree Stakes. Tree stakes shall be 1%" diameter x 8' length rebar. Fasteners shall be canvas web or rubber tree tie. See Detail 2, Drawing L2. e. Sod. Sod shall be as specified or approved substitution. 2. SOIL PREPARATION a. Prior to any landscape work, contractor shall remove, or have removed, all debris from the other building trades from the landscape surfaces. NO landscape work shall commence until the areas are cleared of other trades debris. b. Cultivate the existing ground surface to a minimum depth of 4" and remove all rocks over 1" and other debris. c. Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil. d. Rain Garden Topsoil. Place a minimum of 6" of specified topsoil in all Rain Gardens. Finished grade of topsoil shall be approximately 3/4" below adjoining paved surfaces. e. Rain Garden Topsoil shall be Fine Compost Mulch per WSDOT 9-14.4(8) Fine Compost. 3. PLANTING OF TREES AND SHRUBS a. Contractor is to confirm that all beds are prepared and ready for planting, without interference with other trades. b. Layout all plants as per plan and approval by Landscape Architect, making sure the plants are orientated to give best appearance to the viewer. c. Pit plant all plants into prepared soil and plant per the details. While planting, water the plants into the plant pits thoroughly soaking the root balls and soil. Place fertilizer tablets as specified, filling plant pits with specified topsoil. Top dress fertilize when completed. 4. PLANTING OF SOD a. Prior to work, have limits of sod approved by Landscape Architect. b. Place topsoil then roll, compact and rake to a smooth finished grade, free of depressions and high spots. b. Prior to placing sod, water the soil to get it moist. c. Install sod with the seams all running in one direction, while staggering joints. Finish roll the sod in place assuring that all the joints are tight. Water thoroughly until final acceptance. Contractor shall be responsible for mowing every 7 days until project and landscaping is accepted by Landscape Architect and/or owner. 5. WARRANTY a. All landscaping shall be warranted for one year from FINAL ACCEPTANCE. Plants requiring replacement shall be of the original variety and size as specified herein. 0' 10' 20' 40' 80' Graphic Scale: 1" = 20'-0" PERMIT N0. 15--106142-00—EN CITY OF FEDERAL WAY AS —BUILT DATE AS —BUILT BLOCK PERMIT NO. 15-106142-00—EN APPROVED DATE Landscape Architectsn'10.0i 11237 NE 95th St PERMIT APPROVAL BLOCK April 1, 2016 Kirkland, WA 98033 ST OF WASHINGTCNi 253-209-4053 REGISTERED tJWDSCAPE ARCHITECT Moghan a,LyonLA.com MARTY A. LYCN CERTIFICATE NO. 264 a 2" MULCH NOTES: 1 . USE PLANT STARTER SOLUTION DURING PLANTING OPERATION. FEED AS SPECIFIED. 2. SHRUBS SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. TOP OF ROOTBALL SHALL BE 1 "ABOVE FINISHED GRADE FG CItArAl 1r"JC% Mr-r- 1 4 CANVAS WEB OR RUBBER TREE TIE SAUCER Uj 2'1MIN j 1-1/2" x 8'-0'TM EBAR TREE STAKE (2 ) PERF. PIPE, FILLED MIN. 4 z z FINISH GRADE- WITH DRAIN ROCK 2 WOOD CHIP MULCH 00 04 CY) RAIN GARDEN TOPSOIL sIDEWA NOTES: 12" (SEE PLANTING NOTES) 1. USE PLANT STARTER SOLUTION DURING PLANTING �/X MIN SPREAD ROOTS OF BASE ROOT BARRIER- 4 OPERATION. FEED AS SPECIFIED. (TYP., BOTH RAIN GARDEN TOPSOIL ROOT PLANTS OUT OVER SIDES)�� CONE OF HAND -FIRMED 2. SHRUBS SHALL BEAR SAME RELATION TO FINISHED BACKFILL (SEE SPECS) GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. TOP TOPSOIL BACKFILL WITH CLEAN OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE NATIVE SOIL V-6" MIN. CONE OF HAND -FIRMED 3. REFER TO CIVIL DRAWINGS FOR PAIN GARDEN SECTION REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL TOPSOIL FOR BALL & DIMENSIONS ADD 3" WATERING RING MIN. 2X ROOT BALL IRM NATIVE SOIL BURLAP PLANTS SHRUB PLANTING DETAIL RAIN GARDEN PLANTING CROSS SECTION NOTES: SCALE:NTS SCALE:NTS PLANTING: 1. Dig hole 2-3 times the width of the root ball and as deep as the root ball. Do not make hole deeper than root ball. 2. Remove containers, biodegradable pots, synthetic or treated burlap, wire, twine, or ropes. Leave natural burlap in place and fold back. Loosen the roots and spread or cut circling roots. 3. Place top of root ball even with or slightly higher than soil grade on firm soil. Do not add soil amendments or gravel unless approved by Public Works Director. 4. Install 4% 24" perforated drain pipe; fill with drain rock. Pipe shall not extend more than 1/2" above finish grade. 5. Back fill with clean native soil. Firm soil around the root ball; water slowly and thoroughly. 6. Mulch around tree with 2-4" wood —chip mulch. Do not place mulch next to trunk. ROOT BARRIER: 1. Root barrier shall be rigid High Impact Polypropylene treated with UV inhibitors, minimum 18" height, with 1/2" raised vertical ribs 6" on center, or approved equal. 2. Install root barrier in continuous 24' strip, centered on tree, next to sidewalk and curb according to manufacturer's directions. Exposed edge shall not extend more than 1/2" above finished grade. STAKING: 1. Use 2, 1-1/2" by 8'-0" rebar tree stakes. Do not drive stake through root ball. 2. Attach tree to stake with canvas web belting or rubber, using a figure-8 formation. TAGS: 1. Remove tags after inspection. Les 01:2 12:4 A 1WHAALTA"6111 I 1 11 Ill Ill,, '1 1 SCALE: NTS I PERMIT NO. 15-1061 42-00—EN I DATE CITY OF FEDERAL WAY AS —BUILT AS —BUILT BLOCK Lyon Landscape Architects 11237 NE 95th St Kirkland, WA 98033 253-209-4053 MoghangLyonLA.com PERMIT NO. 15-1106142-00—EN APPROVED DATE PERMIT APPROVAL BLOCK Firpmimmu 01111111111�,WAOIIIIW ff Is UIff IV Fj 0 N01w STATE OF AIML WASHINGTON Ar"M REGISTERED LANDSCAPE ARCHITECT LZ MARTY A. LYON CERTIFICATE NO. 264