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HomeMy WebLinkAbout00D1624KTABLE OFCONTENTS .SVEET No. TITLE 1 t I=I �7v'LI< t 14 I XI") I IH(_) I()Pt.) GRAPHIC SURVEY f 1 1 LD I -)I 1 F P[ AN 4 t 1 q H! IL11Y 1-1 AN 14 TRI-E AND `NORM PLAN t <_)1- 14 1 REE I AND S IORM PLAN 7 <:)f 14 l) I AIL <11 ADINC 1 _it 14 IA IAIL t RAhING _) of 14 THE E_ _I AND T�)RM PROF IL L` it) c t I 'I R L L I AND STORM P R OI IL E `,, 1 1 of 14 TREE I AND S1 ORM PRO A F 12 1 14 :_>1RE-E1- AND STORM NOTES ANO l)EiAILS 13 of 14 S IRE[ I (-ONSTRUi TION DETAILS 14 of 14 DETENTION POND DETAILS I of 2 I.L.S.C:. PLAN 2 Of 2 DETAIL_S AND NOTES UNDERGROUND PU S LOCM70N BASED ON SURPAICB MATU M ACTUAL L )CAnON MAY VARY I CONFIRM THAT THB LOCM101111i SLT MION& DEPM AND AS-Bi W COMMENTS REFLECTING MAMIJALS ACTUALLY USED DURING CONSTRUCTION, AC)CURATBLY RBFLBt.'IS SMBIM F= CONM= AS DETER , OR UNDER MY DTRBCT WP8RTVISTON ON T= DATE: Vicinity Map SE SE Soils Map LEGAL DESCRIPTION ITE t t N S1 fjIt. i�f)�)�) IHE EAST HALF OF THE SOUTHWEST QUARTER, OF IHL SOUTHEASF uUARTER, ilF ]HE NORTHWEST QUARTER; EXCEPT THE SOUTH 30.00 FEET THEREOF LUNVE iLD 10 KING (-OUN) i B'r DEEDS RECORDED UNDER RECORDING NUMBERS 5407405 AND `_i417451, TOGETHER WITH THE NORTH HALF, OF THE SOUTH[ AS I o(JARTER, UE 1HE SOU FHEAST QUARTER, OF THE NORTHWEST QUAR IER; AN ',I THE NORTH HALF, OF THE SOUTH HALF, OF THE SOUTHEASF QUARTER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST OUARTER; EXCEPT THE EAST 30,00 FEET THEREOF CONVEYED TO KING COUNTY DEF.bs RECORDED UNDER RECORDING NUMBERS 6188794, 0195702 AND 6192848: ALL BEING WITHIN SECTION 9, TOWNSHIP 21 NORTII, RANGE �) LASI, W_M MERIDIAN WASHINGTON STATE PLANE NORTH ZONE NAD 83/91 DATUM: ASSUMED BENCHMARK: SANITARY SEWER MANHOLE C9) SUU FHWt S1 C;ORNF R DA OF S.E_ 312TH ST & 124TH AVE SE INTERSE(`IION CENTER CHANNEL ELEV. = 41954 AI9K�I�G1 tN�ma,e ���i m a' Notice required Contru(Aul shall notify operatuis> who ni.., ntoirl urn Jelyrourii; utiiity line. in the urea of proposed excavation or blci�ting ,t lk!,lst two business days, but not more than ten working days plioi t(� ,Ine+It t ex ccivAt iun or demolition in accordance with R(-W Titi - 19. kllnit,; ,_nd tc lfq_)ht>ne nurnberl of the ,.operators of underground utility ilhz:s in th-, )roie,it npper,i bel,: w. These numbers shall also be LISed to in an �r, ergency conditions as requited. I�'I:.orie - _--C11.Y OF -_AUBURN Sanitary Sewer - CITY OF AUBURN Wat,�I Distr ii t WASHINGTON NATURAL. GAS Gas Company PUGET SOUND POWER &: LIGHT Power Company Call Before You Dig DIAL. -A -DIG N otes' 931-- 3010 4i3--8360 1--800 -321 4123 1- 800- 424- 5555 1 The Developer is required to notify tl� Li,puitriwi t of Development ;V: Erivironrnental services, Development Inspection. three aye, prio I,_ (Fe beginning of construetiun for a [)reconstruction conference and _+e ,r, aify I (quest inspection before beginning: A Installing of siltation and erosion _.ittol I,,,, B, Clearing and grubbing r Earthwork 1) li)stullatiun of any underground utili', E- Befvre placing subbase, base o1 po i,) I Irlstallutir,rl of any forms or placing ,Iy 2 A permit must be obtained from the rtr,e ci till: Fi:. ifiushington State Department of irar­�.11u tt]rion ,•f_x;- ,,ray stn.,,:tiun is started "n any existing state S A Hyai aulic Proje ct Approval (HPA) Pk -,it �nu:�r Washington State. Department of F fisher; a> . SCHNEIDEI r� C� a) -, t q) ° ti 6510 SOUTHCENTEI. It1LAJ., T: �';� 98-188 - -- - - - -- - --- L.I IXI [_.] Addre�;:_) urr,_l Zip ( lX'1 f-. Corp�;l ration A H jl tl It rsA) --_SCHNEIDE —' t)I' `,, Its r 248- 24 71 s_ a, ai v � Narrle IIoIIc In 6510 SOUTHCENTEK BL4D r"im A- WA 98188 I a _ - r N ❑ Address and Zile C..c.;de IXI A Corporation CI A I-'artnei ship rill Individual DALEy—M0RR0 _fF-P0-1?TL.,_ INC'. 854--9344 hone 1215 SOUP_-i CENTRAL AVE- UII..,_KEN]� WA 98037_ 6 ru , - ----- - -- k �d Address and Zip CiJiJe Bonding Ir-rmation Restoration Bond Amounts Performance Bond ArnOW VAL CORRECTED PLAN JE: 4-2�F­o_37 =PROVE : - 1 N I_ DALEY-It 0W-POBLETE, INC. �F WA 1 2"1 > C-L1'JTF \1 F N ( _J L t-tIJI H, `;tJITE 1 33 KEh.IASI-11Nr],TOPJ 98032 PHONE: (2` _5) 934 4 FAX (253) 9 - r;663 0 - - — -- - - ---- - - -- - - ---6 Z (� 1 sz.- Fs s EERING SURVEYING s/0' _ ( i- LAND PLANNING EXPIRES 9 JAN 2000 STAMP NOT VALID UNLESS SIGNED & DAIED Site Plan Approval Approval ut these pl,arl�, Is tr)r <:onstr�.ac.t ion �f r oa,1 t_.uld ch ulrlaye irnprove�rrl<:rlt, its rtralnrl�e .:radi: rnq un, _� �j tE'Illpi � I y nttrvl ill unir�r.vlp:IClterJ I,;ill;l ,,iC,li ur�(tl�arllu any �,lllt i tility apF,ti)val III tlri v ';Late t 1r111 i. plan tJppCry 1 vCld „r if uio' rin��l Irl I>tllldl(i�J t:%u,1T1„t t 1 U Z t been IIea rt o �avtd vvilhill Iw„ yeors GI t"I_-i,)v _I Subdivision plus )ppr voi IS Void If the firi ll )il,"]I is T!' j ['', ,_IijL'a when the prt�lim,r,ury plat aE prova! expir f, (r.0i.nity IJse Or11Y) �ectiorl ivwllsrilp I��arige aX i--'d Site location is wittliri tl,� _ __ dr ru i:j� �hed( Hu Rota Sh�ii e E . Regturt.'I 1 Not 1 .rltiir, a tr,.;m theri��,viopnlei,t iiIt incre<aed rsr_,rrr, Peak Runoff Peak V,,)h_„m pec Au. f=t �REEMf-N 1-1, PLAki ILL LI_RENC;E`�, PEI ttiil I'> [ i (-- PrelirTlin(-ir y Plat Appr ;val Ordinurlr_;e # Pr ellrnlnary N1up 4ppr„vt)1 �,OflctrtJCtiotl I' rlilftS t<r:, ci'Jcc_J 'Jililtlt Wutl.' 1.)Iti I'.i rout; +. u1Yit,,111; I "r_iWi'r _ �-111fi (_in y l e1ep1)clr otht_I I)alt- Lr,rlinr��.:r r>upwvis)r Traffic ,Q� F'i�.�nnirlr.t t Igl,� r Knlra muter it l En zlrle� , Other APPROVED FOR CON& v STRU(.;TIO.�� Ding County Washington Date Jliriatt,rl e - He tivlty L06AC003__ SCHNEIDER HOMES, INC. (iS1U OUTH(1'ENTER t l_VD., TUKWILA, WA 8188 PI-IC)NF No. (206)248 - 24 /I VILLAGE SOUAUDIE CONDOMINIUMS COVER SHEET Sr I M vOTEF_--r- - - r C 0Vf (; K( DVvr; 1 ML DULY. 30, 1998 96100 � ,t (_IRAYHIC S(-'Al.,t; 5u L5 1G0 - ( IN FEET ) I inch =- 50 fL / I EXISTING 30' ROAD AND UTILITY EASEMENT ( 98 72 -r �X SSMH \ 1 JM = 434.20 - EXISTING 30' ROAD AND UTILITY EASEMENT TO BECOME RIGHT--OF-WAY DEDICATION �8" I DROP I i -RECONNECT TO -- IP O) 4211060 CAs 8" SRO (S I -_ - - - - --- -- ----- - - O NEW WATER LINE -- T _ -- Cit2 -� l - --- - - �N - 12' CONC. _ f HN ®-0 EXIST 8' D.L.L - - -- - -- -- ( - - - LX C.l)NL I C� I.E. W) 434.92 ' E �CWII)N� 434.62 ') SS E E) 434.27 I - -- �\ - __ - - _ 1.kL _L._?1 _LL.L - - - .- - -- - E lE) = 43 fill r- ----- -\ - - -- - - - -- - - - - -- _ _ - - --- - ---- - - O L. ��_- -- ---- EXIST. EP - -- - -- - - - - ------------ qS 1 l '-1&4--�3--------�---- _ -� 954.7 J~ E : G vALVE� -- -- --- - _-1 64.-12' -- - -- r '21. E. 31 QTH, STREET-- \ - -- - - - _ -- - - - - - -- - - f - -- - EXIST r EP�T26-4 _- - -- 1 . _- -- - - - --- \ - EX oSMH u - - _- _WA EX. MAIL _ _ i / A\I'4�1 \ - EX. MAILBOX - EX. MAII_BO�� / I \ � BOX \ 394 - \ 396 N o \ \ ` C) 0 L?T �' \ 11 \, LO'\ 8 392 �_ -- -- �. 18'A �' l 6 % 5� 88 0'30"' \ � i 328.70' u Y ... ivv \ v �o I � / CP \ w \ C4 oo(I 1 A \ I N t\\\ z \ \ \ \ \ \2) X WE NET \ \ \\ EX (.RAvEL E XSSMH: SHOULDER Fed = 38413 - i � LE = 376.43 i ..�� f 1 I S.� . 3112TH STR 'ET I I t 1 EX. CURB, GUTTER.. ,�' ;7 SIDEWALK EX. SSMH I it-'L II 48" CB RIM = 39/ 81 48' RIM= 382.71 11'PE I Cb 10" IN (S) RIM= 398. LE 12" CPEP (E) 376.46 ARIM 383.70 10" IN (E) STUB -OUT I_E. 12" CP I.E. 12" CPEP (W) = 381.50 LE 18' CMP (W) 376.01 LE 4" CPEP (E) = 381.60 10" OUT (W) LE 12" CP I E 18" CMP (SE) 376.1 I CTR CHN, 3'91,21 RAISE RIM AS REQUIRED TO BE LEVEL. W1 SHOULDER CAMPUS VILLAGE TOWNHOMES 0 Ex_ MAILBOX \\ I i GAS MARKER i V A \ � \ I \ U' -- I m y V - 12 CONC E (5) = 432.59 \ \ r IA ----- LX. MAILBOX \ \ V i LE (N) = 432.33 I \ \ ^ L�LUC BL.DG - - LE. (s) = 432.11 \ \ EX- U1101i POLE t i 7 \ \ \ \ N 8 /'59 54" W \ - - - 626.95 iEX. F.L. = 4320 � I - EX_ TRAFFIC, SIGN W I I� V % I III / III Ex 1muTr POLE II LOT A \ \ I 1 / I I I --12 CONC 1 1 I \ \ ( I I II If (N) = 431 P.3 VtX- MAILBOX I I I E (S) 431.50 RIM = 4:54 78 - EX SSMH v A 149 A\ V A 1 II \ 8 IN (N) 8 DROP (E) 426.76 \ 1 1 / 8 ouT N 'L3LC'1(' 1 1 / N tt8'00'30 W f I �� i CTR i;FIN 419.54 - '�7-1 A'), w ---- -- i2" (UN(,_ 1.. \ I I I I Lf_ (N) 3 1 1 \ \ \ \ \ \ \ 1 o I E. (s) = 15t 45 o I LsL D(I 1 1 1 \ \ 1 rn BLDG. ;, � III 11 11 111 \ \ I \ \ 11 O / p / I I I _ INiEI \ I \ V UJ(-1 12" CPEP I 1 \ I \ I / Z r �. 43 12 7 RIME 14B W2SOLIU i �U N m / I E_ 12" CPEP (N S) 431 ( \ I E 8" CPEP (W) ( 1 I i 1 1 O I (,RATE 434.64 I 1 N / LE. 8" (L) CPEP - 43 oo 8' K CONCRETt 1 , � I - sEPTIc TANK I 1 EX. POWER VAULT -- N 88'01 '06" W 62 7.�5' .. - -o- - :> L \ I EX TEI RISER I _ E I CONC, PAL) -um lrr PULE iE NCON 31 ��, I �IRAIE S - - - _ l I - 433.36 I N � I � I � a-- I E S-431;33 I r I I LE 8" CPEP (E) = 431 51 I r7 11 I w M 1 \ \ - - \ 41 ` 1 O j TYPE I CB t \ Q ` y O - GRATE 433 96 1 G� \ \ \. \ Y - 94 BLI)G. Z I E. 8" CPEP (W) 429.91 \ ( Z\ �. \ \ V >-_. - I E 12" CPEP (N) = 429 81 \ o = ---- _ ( LE. 12" CPEP (S) = 429.56 \ 1 (73 1 \ \\ V A \v Z i �' __ - -� n BI_U�- LE�(wj�NC 43z_47 LET `��� I LOT D 1 _' / , \ m (E) - ' 11,E N2 j 1 {PE I H \ \ \ \1 I E 432.(1 E \ 31 21, - - \ \ GRATE = 43;5 02 12: CONG \ _ IEA12" CPEP (N) = 429.42 1 E. 18'' CMP (E,W) = 429.4< e EX. GRAVEL? - _ - - -- - - - - - --- -- - CR0 S WA K I E 43] Ob - - - f- r. - - - - -- _ - __ - - - - - - SHOT -� - 329 1 --> 7 #�t-�ro1"43, 3At- - - - -�- '_ 329.1-T' _ _. --- --7`- � EXIST. E� '�_ %r-- - -----------�-:- --_-_--------------- -- ---T - TYPE I Cb EX. TE4 RISER= N 88"01'43" W --- -- ----- -- -- -- J GRATE -- 43 I - 1 1 I / 2633.21' A s 4 a _: o.us ( 3 12" ,M XIST 1 D.I _ 12 " CMP (LW) 430,( --- - -- - -- - -- --- � -------' ----------- - -- -_-- _.---1 -_-. - -- - _ --_._... - - ---- -- - --- - - �.. - - --.-. - - - _- - - _ E 18 t r - � n X r __- L 1 � U! - r - 31 'H__ T STR \ INLET 1, - -- - - 2.' CPE� _ tti�tt � CH _ --_ J 1 ,_ -- -_ -- - -- - I_ ,---- - __ - SANITARY STUB---- --trv---------� -' EX. SSMH 27 `` E. 418.38 113 - -- - - = i f _ 12" i;ON�. � RIM_ = 435..30 - -- __ --.. _- - - - -- � 433.24 EP (E) °= 394.07 i �12" CONC. LE (E) - 430 02 -- 106 LE. 426.9 - ER SSMH EP (W) = 394 02 RIM LE (E) - 424-14 E (W) - 429.3:- RIM 434 12 8" D (N,W,E) TYPE I CB � , EX. SSMH TYPE I CB - GRATE = 416.25- RIM = 417 21 424.40 L 1 8" DROP (SW)- 426.44 0 410.iS 10" OUT (W) 411.32; GRATE = 418.12 LE. (W) 8 IN (W) 8" OUT (S) LE. 12' CPEP (E,W) = I.E. 12' CPEP (E,W) = 415.0-/ 103 8" OUT (NEj CTR. CHIC= 419 54 , NO CHANNEL - 42671 CTR_ CHN. - „,. - --- i ;FINAL CORRECTED I I All- 21 NOTE: EXISTING STRUCTURES AND FENCES WITHIN PROJECT SITE TO BE REMOVED. iO TO BE REMOVED O TO BE RELOCATED PER POSTMASTER'S DIRECTION CALL 48 HOURS BEFORE YOU DIG 1-- 800- 424- 5555 KING COUNTY D.D.E.S. Review Engineer Completion Date I Seri" r- En i leer Completion Date -_----- - M H > NDERS, P E AP )r ,vial l>ate DE LOPMEN f ENGINEER Cornments L. IUNDBROROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. CONFIRM THAT THB LOCATIONS, ELEVATIONS, DEPTHS. AND AS -BUILT OMMEM'S REFLEC M MAT'ERIALS ACTUALLY USED DURINO - - - CONSTRUCTION. ACCURATELY RE.FLFf, fS 1 aS FEW CONDI11t)M AS DETEUANW UNDER MY DIRECT SUPERVISION ON THIS - DATE:-- - -- EXPIRES / /7/V iG- N o DALEY-MORROW-POBLETE, INC. SCHNEIDER HOMES, INC. `\ ,- 121 5 CENTRAI. AVENUE SOUTH, SUITE 1 33 6510 SOU IHCENTER BLVD., TUKWILA, WA. 98188 �v%F WAS KENT, WASHINGTON 98032 _ PHONI_ No (206)248 -24I1 - --__-- < �� PHONE: (25Z 8"7=1 3�4; LAX: (2��3) 4 L�6ra:5 -- -- VILLAGE SOUiARE C©NDOM111l JMS 13 - ENGINEERING - SURVEYING EXISTING TOPOGRAPHIC SURVEY LAND PLANNING \ l -- - - Ir,00�porat�d - -- ASP/LM 1 == 5U'----=�r1r)UEN(�---- --- 1 4 (EXPIRES 9 , 200o MLD OC1. 15, 1998 96100 STAMP NOT VALID UNLESS SIGNED & DATED EXISTING 30' ROAD A14D UTILITY EASEMENT 72/ 132 EXISTING 30' ROAD AND UTILITY EASEMENT TO BECOME RIGHT-OF-WAY DEDICATION 5' SIDEWALK 0.5' CURB 7+32.37- 42+61.50 / 40 0+UO 44+19 5 , -----4�-FOO-- --- - - --- -44+00--�- -- ----- --- 4`+OC)---- - EXIST. EP _ - - ---- ------ -- - ----0 -------------------- 164.12 as+od 47+00 954.74' 48+00 - ---------- - S.E. 310TH STREET --+ I----�—.. n i 12 6 12 6" 626. 49 -- — — — — -- _ .- -- -- -- EXIT EP -.t - -- -- _ BSBL T- -- - i = I I -- f Jf I I 1- 4.5= I8'-"i `- 4-'{ '18c�}'- ' 4` ;{'_.1$ - --- -- H z 'LLJ-1 ( Z k -- O rQ a I� cV � � � 2 r 8/'59' W 1 �.._ 0f00 - IIuo 184 N 88 I Im 4 f f 45= 8-}+ 4=-i�1fi• I I t o / 1D I 1 I r- - r z - 1--- ., w z -_ IF 1 I1 - 4'--1- 18'� -- 4' 'H �/ I -- - - - od 56 149 I \ RS• x I I` '00'30" W 328.70' j W I I 2t00 3+00 4+UU R .I. I `t - 4-t UU 5 a U0 - 6+ 00 - C)` 22' 2' 4' 4., \ W }-.— -- f -�-- E fD f I - t , AL-'a x s I 2' 4- - - i to+Oo �� ,4 'r _ - -- , � I - {2+156.�19 0+0 _ram--- 3+00 0 2+ o ' 1+00ALIGN M&NT B 0+00 _ im --- jj m t I Co yCD CD + 41 1 L - ' 1+47.01 TT - 0 Q ALIGNME +• I T Ld y� U I f I f f 1. aoF t M -__ c z 'REC' --- -- Ld `'' -- _ _ ---- o w ----- ID z + `\ Ur fA f O 41 _ Z I I O (D < 5 wNTLAND _ J I 4, 2.5' ESMT. I O RELOCATED FENCE T 73 �4I Z NEW A.C. &4.5' EX. GRAVEL - - - - - __ _ SIDEWALK - NEW SHOULDER LIMIT - -- - - -- SHOULDER 0 5 -CURB-- ------ �� - L -I _ GRAPHIC SCALE 50 0 25 50 100 ( IN FEET I i11ch = 50 It, W it 37+00 38+00 Wo —I OIz �1 s'- 49+00 50 00 0 5' CURB 5-S16EWALK E P -r- Boss WALK 'Y % S I; BMWALIs' +00 t _- r' �L NN 8_ $ '06" W -- _=627.85' -- H-7 --_— — - Is v 1 1 ro 10 _ 10' BLDG. SETBACK AND "I P.S.E. AERIAL UTILITY ESMT. 30' I 1 R O.W. --- - r I� 10 - I M I I � r I � o Dul Ico1 0 1 s 1 9I-Uo 0 9t1 .89 = 3 4 9.87 W M O a O i 00 I Z 1 � , 1 O 4 r� I o O Sr- O + M Z -- EX. GRAVEL �� -1 TAPER : 329.11' N 88'01'43" W 329 11' S:1 T —� "-_. -- »_ -„-- SHOULDER a' Ta CRp b WALK - - A ----- - - ---- -- -- 34' � PER 34' - -- F> t OU 7+00 — -- - -- -- -�- --- �- --- 8i(10 EXIST. EP - _-}-- - - _ - --+--_ -_-__--+- _ -- --� - -- ----- 9 +00 10+00 h - -- --- + ----- --+ - 1 2 t 00 ---- - _0 5t00 - - ---- - - - --+- --- - -- ------ r- ----- - -1 -- - - F la+iuu - 1_ 5+ou N 88'01'43" W +�10 -- -- ---- - + - 7 F u0 3+ i;i� T i t uu 3 o ou S.E. 312TH STREET —__ AP, 2633.21' 42' Z_+ 0 —()� - 11+72.69 __S.E. 312TH STREET 113 NEW A.C. LIMIT NFW SHOULDER LIMIT CAMP US VILLA GE TO WNHOMES NOTE: SEE SHEET 13 FOR SECTIONS -C;ALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 KING COUNTY D.D.E.S. Review Engineer Completion Date e -or HEji:i: leer �,on�lpletic>n --- . S DERS, P.E. App ojP1 )ate DEVELOPMENT ENGINEER Con-irnen ts: �10)3 OUND PIPE LOCATION RASED ON SURFACE FEATURES. ACTUAL I MAY VARY. 4 THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT IS REFLECTING MATERIALS ACTUALLY USED DURWU CMN, ACCURATELY R'.;-R CTS EXISTING FIELD CONDMONS AS NE0I,BYMWR,t QER MY DIRECT SUPERVISION ON THIS rr� 10' BLDG. SETBACK AND P.S.E. AERI/ I UTILITY ESMT. GRAPHIC 2: 50 O 1 ( 1N FE 1 inch = LEGEND EXISTING FIRE_ HYDRANT �}] WA I ER METER WATER VALVE STORM DRAIN MA El STORM DRAIN CP O SANITARY SEWER POWER TRANSFO ❑ TELEPHONE RISE j GAS VALVE UTILITY POLE '-- GUY ANCHOR SIGN ROCKERY PROPOSED O STORM DRAIN D STORM DRAIN --- ROOF DRAIN CLEANOUT �r SANITARY SEW WATER METER GA I L VALVE FIRE HYDRANT CONCRETE TH 1 BLOW --OFF U DOUBI F DETE �. PUMPER POR_ LE. 18" C M P (SE) = 376.11 RAISE RIM AS REQUIRED TO BE LEVEL W/ SHOULDER CAMPUS VILLAGE TOWIVHOMES - NO CHANNtL i CAFE 48 HOURS BEFORE YOU DIG 1- 800- 424- 555 D UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ® Y ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY. REFLECTS EXiSTiNG FIELD CONDITIONS A DETERMI �j-� Y E OR UNDER MY DIRECT SUPERVISION ON THIS w rs� D DATE:_ 1 ------- KING COUNTY D.D.E.S. DALEY-MORROW-POBLETE, INC. 4 1215 CENTRAL_ AVENUE_ SOUTH, SUITE 133 Completion Date ��aF w y� KENT, WASHINGTON 98532 854_6663 Review Engineer = PHONE: (253) 854-9344; FAX: (23) enior Engir#e r Completi n Dated ( 6 �o� �F 13�2 ��`� ENGINEERING -SURVEYING J ME H. SAN ERS, P.E. Approval Date F G6�$ �� a LAND PLANNING S D OPMENT ENGINEER S/ONAL � incorporated Comments: EXPIRES 9 JAN 2000 - STAMP NOT VALID UNLESS SIGNED & DATED I CB W/SOLID LID 435.12 8" CPEP (W) - 1-31.57 12" CPEP (N,S) - 431 TYPE I CB GRATE = 434.64 I.E. S' (E) CPEP = 43 3 433.36 'EP (E) = 431.51 CB = 433.96 CPEP (W) = 42.9.91 CPEP (N) = 429.81 CPEP (S) = 429.56 433.02 IEP (N) = 429.42 AP (E,W) = 429,42 6-01 ASBUILTS --- APPROVED ATE DESCRIPTION •� SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD., TUKWILA, WA. 98188 PHONE No. (206)248-24/'1 PROJECT VILLAGE SQUARE CONDOMINIUMS UTILITY PLAN DRAWN 8YASP/LM SCALE 1" — 50' DRAwINc 96100ENq rltTDATE OCT. 15, 1998 JOBj 96100OF ---1 ¢-- APPwvED MLD __ LEGEND EXISTING FIRE HYDRANT 13 WATER METER 1A WATER VALVE STORM DRAIN MANHOLE ] STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE �'- POWER TRANSFORMER ON CONC. PAD Li TELEPHONE RISER �I GAS VALVE UTILITY POLE r - GUY ANCHOR i1 SIGN ROCKERY PROPOSED STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN ---- ROOF DRAIN • CL.EANOUT (Kt�R_Ell_i . E3L+103d.58 (- f- > CB 2 TYPE 13 48 - �=438. STA 4+ 1 LT CB I _ GR. EL=433.58 JJ - I � � :, 1 `O I I �__ � - •� -• d' EX UTI'LIIY POLE I - - - 8 715Q l 26. 4� 6 - - -� i +- +- i -- --- - I - T I : H.P. 2+00 _ __ 3+ ' O 4 (_ CB - TYPE 2 A I e. E.L. - 4s 153.4 LF 12 w'CPEP O t1.A6% 2.0.30 131 5LF1 q N I i C.0 I C.0 4- - ;C t 'g C., , EX. IT,AfFll: SIGN bt cl -I 1 1 ,f _ I! I - i o DE E N 00 fl' , I 1 _ --- - N ULILIl r POLE L+ Q--- -- - - I -. , CONC. 431 150 I I N .2L 18' CPE 3.t3 � ;-� L� (�}= 431.5 I ---- - o �� # YPE I o i C B 5 - 432. - I r t.E. ( -TYP x M 33.77 a 435.53/ Ifs 434. /8 CB #3Q TYP a 4 - �( I Ylf;N(N) • �3 . GR E �, 4 - : 43 3.5 �� - 37 00 OlH � )P _ 4'26.78 Poi 1 E �31.05 - F I 1 ; ! ;, t, ,� t..�E, DUI �c�� �• i t --- '=- -.__ ,. J -- (SEE DETAIL SHT 1 Flft 419 `)4 C0 02 3 r EXISTING DITCH 4 i 1 � RL - i;i 1AN EL 7 _ _ - H.P. 1 5+00 i 6+Q _ 1 4+00�, i -- --- - 7+00 ._ +UO AS INDICATED. MAINTAIN DEPTH "�® I I I t t 3 1 SIDE SLOPE.. MAX. 154.4 LF , 2*0 CPEP , O 1.05JG 130. LF 12"r CPEP 1.02% } - I 3 # l9 TyP - - ---' �,. I. r l j 1 ---- - - LE, = 431./3 � �,. 4+00 - c ' EL- o I- I � �.._.._ ( � t �------ --rt- -,;� l ` �. ,%�- .. ' I o � � 8'-. D � !_WAY PER KCRS • \ I J -. 1 ; �- D A No ',--Q04 - ' I d CB # 31 -TYIf i PE I CB #g -TYPE I 7 -TYPE 1 --� 25 1 �t t o I- A. 3+43.86. 2 .71 RT. i- +9 F l 3 OF I) I S 7 7. STA 4+88.85 .41.F 2"1� GR. EL-43 I , SH , 4 GR. EL=437.22 �` �Y. EL- 4.85 I [_ GR. EL 438.77 ' 1 - - - PVC O 0.24% ��� i h SiA. 8+41.2 \' B 32 -TYP I 03 W/ OLiG LID v I \�:,. C.O. GR. EL.=435.60 } _ _._ - I RIM 4 5 S ' ! I B C.0 I E.= 432.6Q + - 1- o � I l I - -- � ; , I � , .;h If 8' CPEP (W) 431 5/ t i,AI-)tllc' �,-_)cA E 40 a 20 40 80 ( IN FEET ) 1 inch :_ 40 ft. 430.5 /j N� -� >l i i` -- � '' ( v I < LPL ! (13 RATE = 434.64 Cui cfJ 419.0 �I --- C==== ' - a LE 8" (E) CPEP - 432.39 �,S - --- , , -- -- 6,1 - , i N , I i ti 1434.44 4 ---- � - -- Ex POWER vaL1Ll -_- _If I 1 N 88'01'06" W G27.85 _ EX. TEL.. RISER + > _ RENT D --- � � �� I.oNc PAD -I-' ' 1 i � _r_ : n1 n, PI.L. 1 � ' \` j 3;'p. ?.5_•.._,_.. _4352 ..i;F. _. __..... _ - , Lci 1 iI p CB.I E.�N -431153 CRA 43336 S�433.E 43333r-TW=434 NOTE(PF�El 432 .f. ,.. 124th AVENUE SE. IS CURRENTLY BLIV( W 433P o I i / DESIGNED BY KING COUNTY ROADS DEPARTMEN I. - - -- 41 i I r r IE I [� RET I (> vJALL SCHNE DLR EP w - 429.91 COUNTY FOR TM E R IAPPROIPRIA ELL MBUgRERSE KING R Tt 4,33 96 )f- A s.s 43z.5 a32.s s 94 + z I.E.8 < < ) 429.81 CONSTRUCTION COSTS TO REBUILD 124tF] I 1 ( - a y.56 q�/ 1. .- TW=434 _- 1 ) ENUE SI i - _.5 ESMT. O gW=430 I I I TW=432 99.1LF IZo CPEP -145.5 LF - 12"0 CPEP ? 1 `llNr; n o Bi_L]G INt ET I N �- 1 1 t _(W� 452,47 12 CUNC'-- 3T yy��r LT. % O 2.92% KIN _ _ CB 26. -TY ( ED 12"0 CP�P INLE I.E. - 4'L9 I E: (L) - 43> 0 � TYPE I Cti G COUNTY D.D.E.S. 1 DEDICA D R STA. 13+39.1,4233.,V O 3.87 CB 50 -TYPE I - CRATF PE INLE I L 431 21 GR. EL-424.17 STA. 14+380, $7.4'LT. INLET I.E. P= 428.91 - --429.42- 1 r- -------.-- L, o f I i e t I o n D a t c, i 12 C UN(.-. LE 12" UPFT' (N) `l-9.42 Qk EL-428.81 I - - -_._ 1_.E_. 4 1 0$ r LE 18' CMP (E,W) Review Engineer � � I , 43� _ Completion Date lieer- - - -_. FINAL QQ�' s `- - - - / -- - -' -- -- - -- --.. - y - y --_- - - -- - -- - , _..t..-t-. - _. - - tma RISER 13+00 14+00 8' SHLDR. 15+00 N �8`G1'43" W --- -- GRATE = 433.14 M H. _ NDER �,, P.E. �� /� � q � ov I Date -_ _T16+00 17+U0 V - --�--, --- --+-------- --- - - - = - 19+00 -- 020 0o I.E. 12" AMP (w) - E. Z�- i OPMENT ENGINEER i B+OU � �- } --- 8'. SHLDR. 2633.21 - _ -_ (or rnellts: 18" CMP (E) = 430 04 APPROV -. L.X. 11" I u c�+ _ -s3'H _ . _y v _y P - - -- SANITARY STUB- 1.-( 1 {,>� --'<� \ --- [ X SSMH -- 113� 12" CONIC. - RIM __ - 435: 36 � 'Ii _ - - - - ------ --------- - - < 430.02 - _ 1 " CUNC. I.E (E) = 106 I C 426 9 EX. SSMH v RIM - 4 3 , 24 -- - - - J� �! _ _ 8,: IN IN �,�-) 429.32 - - I.E. (E) 424,/4 I E (W) - RIM 4.54 12 _ I ��. 8:. IN (W) 8' OUT�(,)�W) 426 44 _ - I E (W) __ 4"24 40 -- ---- - --- - - - 415.07 8 OUT (NE) 1 kl 1 (� ill A`�BUIL I PROVIDE A.C. RAMP AT END NOTE: () C IR CHN 426 77 CTR. CHN. 4t9.54 - - - --- 103 OF NEW CONCRETE SIDEWALK ' � � UESiJKIYfION Al l'kOVEii TO NEW 8' SHOULDER 1. COORDINATE WORK WITH UTILITY COMPANIES, KIND COUNTY AND ALL Ktv " "A'E (SEE SH 1. 13 OF 14) AFFECTED PROPERTY OWNERS ALONG 124TH AVE. Si S.E. 312TH ST. AND ���£kT S.E. 310TH ST. RESTORE FACILILTIES TO ORIGINAL O� BETTER CONDITION. DALEY-SORROW-POBLETE, INC. SCHNEIDER HOMES, PROVIDE CONTINUOUS ACCESS TO ALL AFFECTED PROPERTIES_ - pl_11IJ ��UITE 133 (��10 �)'OH111�FNTER BLVD., TUKWILA, WA. 9��it3 �V�N L_._.� ' 1 21 5 CENTRAL A��I Nl1L. WAS KENT, W/a J-MGI <)N 98t) 3"L Pi TONE No. (2GU2el8 l SURFACE FEATURES. 2. UTILI-IY POLES MUST BE RELOCATED PER KING COUNTY STANDARD SECTION PHONE: (253) 854 �344; FAX: (2` -) S`��`}-6663--- UNDERGROUND PIPE LOCATION BASED ON _ 8.02. POLES MUST BE 10 FT. BEHIND TRAVEL LANE OR BEHIND BACK OF ----.------- " '� ''`�°'"`�' ACTUAL LOCATION MAY VARY. c� LJ n I I L SIDEWALK. (,.,- � �_ �_ � �) I I �-J l_-J I� J z _ VILLAGE SOUARE CONDOMINIUMS I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT STREET AND STORM PLAN 3. CONTACT TRAFFIC ENGINEERING SECTION 12 HOURS Pr�iOR TO SIGN B E C l 1 R � ` O U I) I (� ��\ p� 13 ENGINEERING - SUt�VEYIN COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING U I `J F's/oNA L ���\ ® L LAND PLANNING - - CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS INSTALLATIONS TO VERIFY NEW LOCATIONS. - --- - 1 - 8 O 0 - `T- 2 `�f- -- 5 J urrnwN a7 A P /L M caiE l 4�, cuawwc 9E ()UENG _HfEr DETERMIN E OR UNDER MY DIRECT SUPERVISION ON THIS I �Cor P'�` meted -14 - _-J ExP1HEs y JAN 2000 aPr'RovEo ML.D oarE AUG. 2, 1999 '�OB� 96100 OF --------- DATE:-_ Q��--- ----- - - STAMP NOT VALID UNLESS SIGNED k DATED D D LEGEND EXISTING S- FIRE HYDRANT WATER METER �J WATER VALVE STORM DRAIN MANHOLE [] STORM DRAIN CATCH BASIN t= j SANITARY SEWER MANHOLE r POWER TRANSFORMER ON CONC. PAD ❑ TELEPHONE RISER GAS VALVE 0 UTILITY POLE t-- GUY ANCHOR �- SIGN ROCKERY PROPOSED CON) STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN ----- ROOF DRAIN • CLEANOUT 1 435.0A. C.0 ♦ j t 0 36 34 -- - 2,- 434.0 P v CB # 7 -,YPE I ! e/ STA. 6 11. ` h VGR I 144A -ThPE �- ,--- GR. = 4 430 _ _ __ Q i I 9 U.= 419.94 JIZNT) 434.0 419.74 - 1 - NOTE: I[ Ta COORDINATE WORK WITH UTILITY COMPANIES, KING COUNTY AND ALL AFFECTED _ 1 "36 TY E I \ OWNERS BY WORK ALONG 124TH AVE. S.E., S.E. 312TH ST. AND S.E. a3ao �o ! PROPERTY TIES. L cc 310TH ST. RESTORE FACILITIES TO ORIGINAL OR BETTER CONDITION. PROVIDE GR. EL!- 9 " - - _-------- 435.0 -- V CONTINUOUS ACCESS TO ALL AFFECTED PROPER _ - I -- CB 33 -T 31 J ' I A. 1+85 E I i 434.0 Q \ I I GR. EL=43E r 436.7 ? 1 r 434. , ** 4352 a36.7 ,30 3,1 _{36.7 t Xt 33.5 J ! I ! f _ / T ROCKERY i (TYP) - - . - o 1- 432.5 434.0 434.0 + I i I l - -- 432.5 O ! -- I ' 43523 -, 4355 N.P. ! i 434.5t I I2 CD - 432.5 U ;� / u� ` 432.5 - -- ! CB,43-TYPE If2p ?,� f� �? + GR. EL 413.4 0 a3o.s�, 18 58 LE•= 408.32 149 1 CB #30 _ TYP , I B 44 --TYPE 1 I / ft. TV=404.0 433.5 437.00 A' 88i'QO 30 W 1 .E.= 413.97 N 7 6k4 ! EL - ItV HV=402.0 TV=4"0- i ,(�� T`h-411.5 = Li..l I 1 2 Ll S' HV=406A 328.7V BV=4l0A .. ( Cj 402.0 yn ao6 6,1, 41P.o .E.= 414.02 v ? 430.5 '� 43`Z = -= C.O aD 1L �,J --- - 2 418 31 k ,� a2s.o o �� 0 TTP } STA. 66.5 1 406.5 ' aos.s 410.0 410.0 2" C�tEP O 6.6¢% 2.6L:F - 11 B =92• GR. =399,h4 413,5 CB" # 29 TYP _1 Vr $ it 418.0 418.0 422.0 422.0 429.0 er._ , w- ss. I - - f f ', !I iR� '^ .STA. 4+00 (f f 92. 402.o I! .o F., ` fD r �, GR. EL- 40 I i i.. _ 1 430.0 / 431.5 A� 4 7 (? CB # 31 -TYPE I I.? C. �� •.. IM.7 , .7 ,092 409.2 2.7 , : , a22.7 .12,.7 - -- /SUTRA. L 43.6 `, . • -t .t4t27 -- .2 422.7 -�, - 424.7 lift. EL=437.22 4 0 404 2 408.6 412. 41 .4 �419142 �'423.0 �? \ ` ^ ' j C.O. B f ',5! 135YP I U! PE i\ ,, GR j i C.0 42s.9 '. r $T 2'i _ 1)+0 = ti 430.5 u Ni N o GR: ELF 413.20 /V 11 2+ 36 3 "�, 'C --. r ,L------- �i- ST GR 42 i Cil �� A I G M , , TV 71 1 TC OZS ,1 i r / byl 421.0 =398 3, I f 1` 42a.7 611 BW=3Q2.3 404.7 �t - _ 6,1 I , KERY _ Y 7 ' 3,1 3 4262: (TYP.) tIV- VAL WITH IL ,227 426pY' • I N . i ii r ITV=4�A ` i (Typ 0 FFE='F10 0 By=ao47 BE=4 2.0 Tv=FLU TO S/ 00 1�/1 FFE - 410.0 408.0 ! 4 --' --- i 00 (�S E iDET41L H 3� I ' ' 34 TY=n Tip S/ 420 - 423.5 34.44 5 I gE=402.0 Hv-ta �0 0 0, j ILI o I C090.0 T NG f 423f � � 1r � -- ...�s" - -- - I i - -'�8" GP O '.18 -TYPE II ev� 7 B 4 e3 V ` ,' Si - S LID LO I Tv= .o naz Art1s i � i ' 1 _ 47.01 W O ! 1 4 -- - - E • v-40t.7 v a 407.5 Y- - - - -- --- ry N = To siY s aoa. 7 0 ', ♦ TW'-4 6 I - . ( BW= ? C 27 - YPE co ' �, I G N ENT D N ----- o: FIFE 407.0 + B Y1 8 �V �, N - 4 g9.0 STAIRS 420A " '�235 � .� T r 391 BE= - EL= �- Tv=4o7. Tvj FcusN TO s/ 22 O BW=390 K f f, HY 401.7 ,j2 TA CB 18 A=TYPE`.11 48-7 + �/ � OF:,�1 4oa.ft 3 ,z4so 4 8.3 a 5 433.6 ,3,.37 MTW-434 y,�/ m + FFE 407.0 11,��ss) fG f g = 16' L W/, SOLIQ LOCI,95 G 'AID d BE 9.0 ioa0', t w - GR \EL= TY.10 ,OL7 Y w w= CB y+ -TYPE I =, 4 -- 7 :3ei 407.s 'REl�';' I'j0 f `" 4 4352 B 43,2 TV n 4 A LE. 378. 3 _ �. � 2.2 4352 CB` 49-;TYPE 'i HY=398.-FEusN - 6, o W 379.29` FFE 404.0 n +-M.7 n - ---- 418.5 = WALL ST . 6+94.2 21:5 LT BE= s.o �p 42 RE Y J + T 42 . GR., . .48 , ry usN TO s/v " 7'0 i 07.0 406.0 r_ g p` T I G L _ O 'A' ` I.E.M377.73 0 • - -- _ CB 19 'A - TYPE it '48"_ -- 3,1 RA%, -! �1 429.5 4 427.5 429.5 432.5 432.5 C52 %� % e 39640 „i 998.7( /V QYP. AC� AROUN4 TWA 434 �� . _ ST 8+ 95, 2: 5 LT C I� '[YP ,(I :: =404.3 CB `` 24 -T. i TW=425. • THAN t.5t =n "� 2. T. W= '' ^ SWIMMING STA.',0+ 5: ESM _ O B -430 I = 31 CPER O 9.2 W= 417. 0' . = (• Q. _:. 406.0' b1` 73 POOL GR. E4,= w TW-432 99.1LF - 12 0 CPEP EX. WEThAND GR. 1sL.= 404. + a� --- +� _44zz / �r- > ` _ INCCB 26 TYPE4(60 / O 3.87$% 6 EX. SMH / ` ,�/�� DRIVE i_ # 3Q _i DA1yEWA R KCR 3887 ,oe.7 '. TW=2I - - ` 4 , RIIA .- 384.1.3' .4 LT. - - 77.8 lF - 1 I E - 376:43 , DWG. o; - - =40 - -GR 414 G. No. 1 DEDICA R STA. 13+'1�.1, 33 CB 50 TY (SEE SHT 13 OF fi'4) \ST% \. ..IZ `►., i _ - 5rw t.. .... ... -:... 377 - .51 - __E -- -----{ 8-1 C 19 - TYPE 11 5 +00 -TYPE I- - - ERiST. EP! ----}--.�- ----=1 =- - _ -- -=i = -- - CB 20 10+,00 I 1 +UO STA. 11+71L o y 1n l- - 15.# 1--- --- �_ _s --- - - - __IGR. EL= 416.88 o i ,112 + 00 - TEL. RISEN i 3+00 - - NEW G�t.EL� 392I11 fir---- k -- _ _ 14+00 8' SHLDR.. . S.F.SHLDR. S31 �2'TH'STR'ET .22 I I - -- --_ - - - +-- ----+---- - i +, 1 LE•= .32 _ ---------- - -- --- ExlS1 12 D.I -a'� C 8` SHLDR. - -- CONC. PAD 42' +i1ff-= - - - T A.C. RAMP AT END..__ . PROVIDE - . _ zs.-,�-.-.-._ .,' , 11 � 7Z.b9 ';_ NEWOF CONC. SIDEWALK ' NEW 8' SHOULDER _ ---- - _ EX. SSMH - - INLEI (SEE SHT. 13 OF 14) ,, :, , ., / _ / RIM = 397.81 IYPE II 48' CB p_ I TYPE II - 48" CB I I -- TYPE I CB 10" IN (S) RIM= 398.21 4 P8 3 12 RIM=.= 382 11 1� ` LE: GD i I.E. 12 C['EP (E� RIM= 383.70 10" IN (E) STUB --GUT 376.46 11 12' CPEP (E) = 394.07 y LE_ 12" CPEP (W) = 381.50 _,- -12' CONC- I I.E. 18" CMP (W) - .576.01 10" OUT (W) I E. 12" CPEP (W) = 394.02 TYPE I CFI � � EX. SSMH � �_ 424.40 . Z LE 4" CPEP (E) = 381.60 / TYPE I �B LE (Lj - LE. 18' CMP (SE) - _'76.11 CTR. CNN. = 391.21 GRATE = 418. 2I.E., - RAISE RIM AS REOI!Ii�ED GRATE = 416.2� RIM = 417 'Z1 A � 1 lE (W) RA BE LEVEL W SHOULDER NO 12" CPEP (E,W) = 410.15 10" OUT (W) 411.32': I.E. 1 CPEP (E,W)TO - 415-07 ! NO i:HANNFI PROVIDE A.C. RAMP A[ END OF NEW CONCRETE SIDEWALK I TO NEW 8' SHOULDER CAMPUS VILLAGE TOWNHOMES (SEE SHT. 13 OF 14) I � RE NDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. CTUAL LOCATION MAY VARY. CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT ;OMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING ;ONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS )ETERMI ,g+E OR UNDER MY DIRECT SUPERVISION ON THIS )ATE:__ CALL 48 HOURS BEFORE YOU DIG 1— 800--- 4-24-- 5555 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 1L. KING COUNTY D.D.E.S. Review En �F cIn� er Corn >letion Dote En( ineer completion Date - ate I aD A �rL)v JAti J 11. SANDERS, P.E. F� [11EVEl CiPMEN-1 ENGINEER Con-irnents I I 48" 00 Ir- I&I 8+00 ("ll p 171 — _K a 1r) 11 ti FYPE, 1 10 + CALL 48 HOURS BEFORE YOU DIG 1-800- 424- 5555 � ^ r-% r- I EXPXES KING COUNTY D.D.E.S. Completion Date Review Engineer eni-r -EngineCompletion Date M> Date royal/ S A D �:A M 4 ERS, P.E. EL07PMLN_1 ENGINEER Comments: 0 7z I H I I -- UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETE OR UNDER MY DIRECT SUPERVISION ON THIS M DAZ X?�"/ ------ 10_ �FG13 5 X /W_ EXPIRES 9 JAN 2000 SfA.P .01 \IA11D UNLESS SIGNED & DATED DALEY-MORROW-POBLETE? INC. - 121�D CEN-1-RAL AVENUE ',�-SOUTH, SHI-fl- 1,)3 KENT, WASHINGTON 98032 854 -9 -4, _._FAX_._�253) PHONE: (253) 8t)4 - 34 i n co r Po ro t'e d ENGINEERING — SURVEYING LAND PLANNING CO Ln r-l-) v-- TW_ 434 Z-B W=-_43 2 Lli [W- 434 BW=430 TW_ 432 �24. 6 0 CB 26 -TYPE I STA. 13+39-19 33.41 GR. EL.=424.17 FINAL CORRECTED PLAN DATE: 2-�­- APPROVED ASBUIL I'S jAPPR!0VED 6 16 01 DESCRIPHON APPROVED REV NO GATE T SCHNEIDER HOMES, INC. 6"A0 '' ENTER BLVD., ItWW11 A, WA. 98168 (_)j'm( FIHONE No. 206)248- Zdt PR(44CT VILLAGE SQUARE CONDOMINIUMS DETAILED GRADING PLAN A JR, D-WI _"YASDRAWING 9 6 10 0 E N G SHEET 7 1 P A-M 20' J0 1 M L-D 4 -0- I_ TE OCT. 15, 1998 J08" 96100 O CU �t- GENERAL NOTES 1. ALL GONSTRUCIION SHALL BE IN ACCORDANCE Willi THE KING COUNTY CODE (KCC) ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECI ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. AL_L CORRECTIONS SHALL BE AI NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN IHESE: PLANS HAVE BEEN REVIEWED ACCORDING TO KING COUNTY D.D.E S DIVISION ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED B'r THE D.D.E.S. DIVISION PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL_ OF ANY OTHER CONSTRUCTION (e.y. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITYOCCURS, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE D.D.E.S.'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON 1HL JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS --OF- WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE D.D.E S.'S DEVELOPMENT INSPECTION UNIF THREE DAYS PRIOR -TO CONSTRUCTION 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY D.D.E.S. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR ,APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE. APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 12. ALL.. ROADWAY' SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% PERCENT DENSITY (WSDOT 2--06 3). 13. OPEN CU_IJING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY D.D.E.S. AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL. BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3, 14 THE CONTRACTOR SHALL_ BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND OTHER NEEDED ACTIONS 1-0 PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION 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 FL_AGGER FOR EACH LANE OF IRAFFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. STRUCTURAL NOTES 1) THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY D.D.E.S. PRIOR TO CONSTRUCTION (K(-:C 16.04, 16,70, 14,20). 2) ROCKE-RIES ARE cONSIUEREU 10 BE A METHOD OF BANK SI-ABILIZATION AND EROSION CONTROL ROC,KERIFS SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. AL_L ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 5- 004, 5--005, 5- 006, AND 5-007 PLACEMENT OF ROADWAYS, PARKING AREAS AND FOOTINGS OF STRUCTURES ADJACENT TO ROCKERIES MUST ALSO COMPLY WITH SETBACK REQUIREMENTS IDENTIFIED IN THE DDES STANDARDS FOR ROCKERIES. STORAf DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED 10 TFiE D.D.ES. DIVISION PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100 D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE- PARED FOUNDATION IN ACCORDANCE WITH WSDOT 7 -02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE FRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL_ DRAINAGE '�TRUCFURES, SUCH AS CATCLI BASINS AND MANHOLES, NOT LOCATED WITHIN TRAVELED ROADWAY OR SIDEWALK, SHALL. HAVE SOLID LOCKING LIDS_ ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2--013, 2--018, 2-019, OR 2-020, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7,07), 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNT'r' RIGHT-OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALE_ HAVE. BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING No. 2-001). 7. ROCK FOR EROSION PRO FECIION OF ROADWAY DITCHES, WHERE RE- QUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATION: 4`-8"/40%-70% PASSING; 2"--4"; 30%-40% PASSING; AND -2" ROCK/10%--20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(B) DRAWING NUMBER 2--024. 8. DRAINAGE OUTLETS (STUB -OUTS SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KIND COUNTY, STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST\ ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE. TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OU LL ETS ON EACH L01 SHALT BE LOCATED WLFH A FIVE--FOOT--HIGH, 2"x 4" S FAKE MARKED "STORM" OR "DRAIN_" THE S FUB--OLI T SHALL EXTEND ABOVE SURFACE LEVEL BE VISIBLE AND BE SECURED TO THE STAKE. C) PIPE MATERIAL SHALL LONF(ORM TO IINDLRDRAIN DESCRIBED IN KCRS 7.04 AND, IF NON METALLIC, THE PIP[ SHALL_ CONTAIN WIRE OR OTHER ACCEPIABI._E DEFECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) LHL APPLICANT /Ct,)NTRACTOR IS RESPONSIBLE t OR COORDINATING THE LOCATIONS OF All_ STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (e g POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL S TUB-OU IS SIIALL BE PRIVATELY OWNED AND MAIN- TAINED BY THE LOT HOME OWNER. RURAL APPLICATION KENTUCKY BLUEGRASS (POA PRAYENSIS) (BIRKA, MAJESTIC OR SYDSPORT) TALL FESCUE (FESTUCA ARUNDINCEA) (ARID, JA UAR OR REBEL) PERENNIAL RYE (LOLLUM PERENNE) (DERBY OR PENNANT) CHEWINGS FESCUE (BANNER) - 100-YR WATER SURFACE (DEVELOPED CONDITIONS) 3 (MIN) EAST BIOSWALE DEPTH=0.18' WEST BIOSWALE DEPTH=0.23' PROPORTIONS PERCENT BY WEIGHT PURITY 15% 85 40% 30% 15% 95 95 0 PERCENT GERMINATION ROCK CHECK DAM - V MIN. FREEBOARD o �w 0000 FLOW `�� 12" W 4 ROCK TO BE KEYED 12" DEEP SECTION I - C NOTE: (ROCK CHECK DAMS) N.T.S. RIPRAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIPRAP TO BE RESONABLY WELL GRADED WITH ROCK GRADTION AS FOLLOWS: PASSING 8" SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" PASSING 6" SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6" PASSING 2" SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2" 90 90 90 90 BIOSWALE = 19' RIOI;wAI F = a BIOFILTRATION SWALE w/ROCK CHECK DAM N.T.S. TOP OF BERM DIVIDING POND INTO TWO CEI-LS -� OF WEFPOND STORAGE - BOTTOM OF POND X ELEVATION IS ONE FOOT f BELOW TOP OF POND EL 10' MINIMUM-1 X 18" THICKNESS - 6' MINIMUM-] __ 11/"-4" WASHED QUARRY SPALLS LAYER------R6CK CORE 2 2 1 � 1 _ a GRA VEL FILTER WIND W N.T.S. EAST POND EL.= 433.00 WEST POND EL.= 391.00 EAST POND EL.= 427.25 WEST POND EL.= 386.42 EAST POND EL.= 423.25 WEST POND EL.= 381.42 CELL POND BOTTOM � CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 rSLOPE 5'-0" 1' VAR. MIN. MIN 0.02 FT/FT. Mq�? 7 8' MIN. THICKNESS OF QUARRY SPALLS \ r MAX S� Upe !,7 1" MINUS WASHED ROCK 121- _ rl 6" PERF. PIPE [211. I6:1 BATTER I tv v °@ a w X Q ORIGINAL GROUND FILTER FABRIC - PAY LIMITS NOTE: EXCAVATION ONLY 1• FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS. 2. PERF. PIPE WITH WASHED ROCK AS NEEDED FOR SUBSURFACE WATER. 3. SEE SEC. 5.01 KCRS PAY LIMITS FOR ROCKERY FACING EXCAVATION ONLY N.T.S. KING COUNTY D.D.E.S. Review Engineer Se or gin er JAM S SA DERS, P.E. DEVE _ PME NT ENGINEER Comments: EMERGENCY OVERFLOW W.S. EL. -EAST POND = 433.50 WEST POND = 391,50 MAX. DESIGNED WATER SURFACE EL. EAST POND = 433.00 WEST POND = 390,51 1' MIN. DEPTH ROCK (*) POND OVERFLOW DETAIL N.T.S. - --------- Completion Date Completion Date Approv I Date NO ROADWAYS OR _ PARKING IN THIS AREA 11 2 NO FOOTINGS OF STRUCTURES (INCLUDING OTHER ROCKERIES) MAY BEAR IN THIS SHADED AREA. PLACEMENT OF ADJACENT STRUCTURES N. T. S. TOP OF POND V.- EAST POND = 134.00 WEST POND - * RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATIONS AS FOLLOWS: MAXIMUM STONE SIZE 8" MEDIUM STONE SIZE 6" MINIMUM STONE SIZE 2" UNDEROROUND PIPE LOCATION BASED ON SURFACE FEATURES, AMUAL LOCATION MAY VARY. I CONF11" THAT THE LOCATIONS. ELEVATION, DEPTHS, AND AS43t= Cok"ENTS REFLEC71M MATERIALS ACTUALLY USED DURM CONSTRUCTION, ACCURATELY!!Xj�REFLECTS B?QST[NG FIELD CONDtTI�g Ag DATEDATE UNDER MY DIRECT SUPERVISION ON THIS : �G EXPIRES 9 JAN 2000 STA41P NOT AN VALID UNLESS SIGNED D D0 DALEY-MORROW-POBLETE INC. % 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253) 854__ 9344; FAX: (253) 854---6663 incorporated ENGINEERING - SURVEYING LAND PLANNING r _ - SCHNEIDER HOMES, INC. b51 U .jUU II1CLNTER BLVD., 1UKWILA, WA. 98188 PHONE No. (206)248 -24 /1 VILLAGE SQUARE CONDOMINIUMS STREET AND STORM NOTES AND DETAILS ASP/LM -- AS NOTED DETAIL.S.DWG 12 MLD AUGUST 19, 199 - -96100 14 4" THICK x 4' CONC. SIDEWALK(TYP.) — CEMENT CONCRETE BARRIER CURB PER WSDOT STD. PLAN F-1 (6" ABOVE PAVEMENT, 1'- 4" TOTAL) PARKING (SEE. PLANS FOR-- 5X MAX. �Smom wo w - m-- - 2" CLASS "B" ASPHALT CONCRETE SURFACING (MIN. SECT.) 2" COMPACTED DEPTH CRUSH SURFACING TOP COURSE 2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL MAY BE REQUIRED SECTION F-F TYPICAL MULTI -FAMILY ROAD SECTION N.T.S. RIGHT--OF---WAY LINE ---- VARIES---- , 6" VARIES 5' - 8' VARIES R.O.W. LINE 0.02 MATCH EXISTING DRIVEWAY GRADE CEMENT CONCRETE DRIVEWAY 5" THICK SECTION A — A NOTES: 1. COMMERCIAL / INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SI`RVED. ALL COMMERCIAL/ INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE SEC. 3.04. 2. SEE SECTION 3.01 KCRS. 3. SEE SECTION 4.01 FOR SURFACING RE )UIREMENTS. Boa �. �: _ ` �' �p _per INIlUJ'Tip .2S' O' /%5 . ------------- PARKING (SEE PLANS FOR WIDTH) 5X MAX. SIDEWALK PLANTING STRIP, IF ANY CURB & GUTTER SECTION DRIVEWAY DWG NO. 3-004 N.T.S. 6" VARIES �- PROPERTY LINE 0.02 FT./FT. 0.03 FL/FT, MAX. CEMENT CONCRETE DRIVEWAY 5" THICK -J ROGHT-OF-WAY LINE VARIABLE y MATCH J DRIVEWAY GRADE NOTES: SECTION A — A 1 A REVER SE SLOPE DRIVEWAY IS SUBJECT TO APPROVAL BY THE ENGINEER CONSIDERING NEED FOR AND COMPATIBILITY OF THIS FEATURE. 2. COMMERICAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY BE APPROVED CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. 3. A STORM SEWER INLET SHALL BE LOCATED WITHIN 20' BUT NO CLOSER THAN 10' UPGRADE FROM NEAREST EDGE OF SIDESLOPE. 4. SEE SECTION 3.01 KCRS. 5. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. �7�1 E'.rfrr, �•F�✓r, irr�ry 3S'pM,qX, CURB & GUTTER SECTION DRIVEWAY REVERSE SLOPE DWG. No. 3 - 005 N.T.S. 4' WIDE AC SIDEWALK (SEE PLANS FOR LOCATION) 4" WIDE WHITE PAVEMENT STRIPING BETWEEN SIDEWALK do PAVEMENT ONLY 12' W W R 2" CLASS "B" ASPHALT CONCRETE SURFACING (MIN. SECT.) 2" COMPACTED DEPTH CRUSH SURFACING TOP COURSE 2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL MAY BE REQUIRED SECTION C- C TYPICAL SINGLE FAMILY ROAD SECTION N.T.S. 6'- 0" MIN. 4" CEMENT CONCRETE SIDEWALK AND RAMP MATCH EXISTING OR PROPOSED SURFACE 12 ASPHALT CONCRETE G + + SECTION A —A E `O, IR�q�SENTr�� /iV 16' do 18' DEEP PARKING STALL (SEE PLANS FOR LOCATION) MIN._------_j NOTES: 1. FOR WIDTHS OF SIDEWALK SEE SEC. 3.02. 2. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.02, 2.03, AND 2.04. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECTIONS 3.07, AND 4.01. IF PAVED, SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR .02 FT./FT. 4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001. 5. TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING. CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER N.T.S. CALL 48 HOURS BEFORE YOU DIG 1— 800 424-- 5555 KING COUNTY D.D.E.S. r Review Engineer Completion Date Engir eer Completion Date DJAM[l..�ANDERS, P.C.royal Date PMENT ENGINEER Comments: UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS. ELEVMlON% DEMM AND AS43L= COMMENTS REFLECTING MATERIALS ACTUALLY USED DURINO CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDTTIOI;ti3 AS DETERtA D PY ME Qk UNDER MY DIRECT SUPERVISION ON THIS HATE: -- ���� \ N W q DALEY T L MORROW--POCLC I E,W. 1 3 KENT, WASHINGTON 98032 c PHONE: (253) 854----9344; FAX: (253) 854--6663 9 5 ENGINEERING - SURVEYING L fjL LAND PLANNING _ incorporated- [xPIRES 9 JAN 2000 -] STAMP NOT VALID UNLESS SIGNED AND DATED SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD., IUKWILA, WA. 98188 PHONE No. (206)248-24 /1 VILLAGE SQUARE CONDOMINIUMS STREET CONSTRUCTION DETAILS _— !. M/JCS AS NO (ED DETAILS.DWG 13 MLD OCT. 12, 1998 -- 96100 - — 14 _ - -398- ROUND SELF-LOCKING SOLID COVER 438 j MARKED "DRAIN" - 6'CHAIN LINK FENCE 438 4" A II PIPE SUPPORT(S). 3"x.090 GAUGE - _ - 16 MAX. --BOLTED OR IMBEDDED 2" IN WALL Lit ' a �AT MAX. 3' SPACING. MIN, 1 SUPPOR f ZREA-- -- - - - Z 396STAND. GALV. _ ROD 436 0- STEEL. LADDER/STEPS 436 O - 6'CHAIN LINK FENCE cf EX. GROUND n- EROP-r 4 ----- g' --- - HEAR GATE -�-'- 6'CHAIN LINK FENCE -- �/y(3u/LT S/y y67 Cr- �a2' - e'c 27.0' - 12" CMP W -EL.= 434.75 EX. GROUND 394 I.E.= 433.46 434 _ _ - - __�_ . = 434 434 1 5 CAP W/ _Z L17 /�/(o�o Cr ! 2 3/4" ORIFICE - GRAVEL - 12" - 19' WIDE 3" DI W/ ELBOW cMP \ STORAGE ACCESS ----- - - _ --- S Do, `A �fZ3� Cl FROM PUMP STATION IOSWALE MAX. -EL.= 433 EL. 43 G? / , ,.�, 3 ROAD - EL.= 392.3_ - EL. S92 - - -€L.= 392- --- -_ _ -- 392 7/8 ORIFICE 1 9 - -- _ _ -- -� MAX. 100 YR 432 432 --- _ .. __ - - _ . - - W.S. EL. 4.04 Q EL0 . WALL .. _ = 39100 MAX. W.S. - - - PER CSTRUCTURAL PLANS (TYP.) J / --- 390.51 - -- _ 390 ELEVATION 430 430 x : � o` `,v BERM 15 388 0 EL.= 428.25 --- GRAVEL - -PAD - - -- - 428 / 428 - -_ - - - &W/Vt /oN pc vie i�CQu�R4/.7 \r TOP OF BERM d -EL. -= 427.21 ,,� \, c.>J � _-EL.- 42 /.25 (MIN) - - _._.._ �•-f _. ;` 1 ,�. • y2, 73 Z --EL.= 386.42EL. - 426. I5 N '10 1. .j - b r As - U y2 s � _ <, EL 385.42.,,\ 386 a`� _ -. -_ - - - ` `% - b N VARIES ;01' <. 15' GRAVEL PAD 426 �T �oN� x \: Q\ Q __ - 426 - " EL = 385.42 EL = 385.42 / M i FOO(INC� F EL.= 384.92 ;;: PROP. Ile _. _ .fL u / �v�8F36 CF lY' \ GRADE -VARIES k N Q \ `\ \ > a /IS-�5!f�f �� `7a1V C/= It N ,.El - _ \. 384 PLAN 424 ,. ,c v , � � ,�;�� •.�� 424 FOOTING (TYP.) CB No, 10 2 v r , BOT. EL.== 4235 N; TYPE II-4�'� ,v v N. T. S. 9 . 1 ' '10. 55' _._ 382 ►"-- VARIES 9 BIOSWALE v: SECTION E - B BOT. EL.= 380.42 SCALE: 1 „= 2 VERT_ UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. 1 = 20' h10RIZ. �. LOCATION MAY VARY. 380 _ - - -- -- VARIES 13 oa' - - _ ' 'I�l.R I..F­18" PEP.,O 0.571� N h'CFIAINLINK f LNCE- (SEE �7ETAiL) N ROCK CHECK ---- DAM (T)'P.) (SEE Stir. 10) CB NO. 48 TYPE I --- RNA EL- 382.70 `I.E.= 379. L -i I.E.- 3i9.N�E 1 N . ER E V. 5 ELEV. N �o I /.a/ SECTION A -A SCALE: 1 "= 2' VERT. REMOVEABLE 1 "= 20' HORIZ. WATERTIGHT COUPLING y� 1 r� I 1 8 4- i 1DPIPE I 1 PLATE WITH �nHn. _ _ -- - 6 5/8" 0 ORIFICE - ELBOW DETAIL �4 1 /8" �N.T.S. 7f. � CN TR. M```"`-----H%=���. N 0. 2 ' E ILINED' CH ��__ `. ELEV.-0 54", \ ROCKERY - �NEE DETAIL) FF- 1 5/8" x 4" CAVITY REQ'D FOR GUIDE RAILS 30 1/2" 15/16' DIA t v I I I v 1 E A i_ -T u U I I I Z- CB At - T YPIi 1 2w I i GR. - I.E.=4 B.05W BY 0ERS I ' i I 5 1/2 A 1 , ' I 2:1 28.9 LF 120 CPEP v_ / CB No. 3 --. - 1� �� Cgj�'O j; I HINGED SIDES 5 - - ti TYPE II 48" Ik �� '.. W/ SOL LOCKING LID E 424.02 a STA. 4 8.1. 20.21T. a. 0 / - RIM EL. 435.97E 1. E. 4 .p7g3 NE CONTROL CABLE - H'rDRUMArIC DUPLEX ALUM PEP 1919 AVE� iCTE -� it W=433.0 I BY (0)THERSANEL MOUNTING BRACKET ACCESS HATCH W/ LOCK TYPE R 8" WINDOW 8W=427.2 SICKING IP to (SEE S . 10) q v 28.7 LF 1 Y = 424 02 tih �11 I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS-BUILe_ sz i4 COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING ONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS ERMINQ /Y ME OR UNDER MY DIRECT SUPERVISION ON THIS O 1 44X y� 39.3 1 ' CPEP /I C - - - i 16' WIDE G TE - IE = 427.114 �� ^ -yy}-- /--HFIING CHAIN - -MM ELEV.- 434.90 I I --CHECK VALVE W �.r LEVEL ' 6' DE VERFLC�W SPI_L ! _ - „ IE = 424.31; 'k� L(1 E 427.2 Y j ALVE ST M IDE RAIL- 3 Ui 0 TO CB No A CEP PLAT M �/ Ci� I VENT PI I- - - _ LE-43 44 ----- - N O' Ll7 _ CD i MAX. WATER LLC V -4J IL_TE.R NTS TYPE oll 1448" 5.4 428.E BERY EL = I ! EMERGENCY ALARM AIL) W/ SO D LOCKING LID + LE- 427.00 r8'o PEM 0710 j - STA. 7.5. 19.81T. �� I 6 HAI LINK )F NCE / TYPE II 48" 435.52 _ ) �' I - y - POWER SENSOR- INTERMEDIATE GUIDE RAIL SUF�PORT I.E.= 4.25 i wo CABLE READ, 0 6ft. FROM BOTTOM kw ID ROUND SELF-LOCKING SOLID COVER . 424.10 424.2� 8'MARKED "DRAIN" .9 LF 12 r! ( E ETAILRUN EL.= 392A2 LEVEL Tj- 424.38�»ytt_uENr PIPE - BASE PLAT ISCH ELBOW ASSEMBLY 8" GAT VALVE ��� ( � �` --- EjU - S _ - 4 j I PUMP OFF LE.=42 � 0 , ' � 4�MIN. �' PIPE SUPPORTS : 3'N-r)Jn - ` -- y 2'-6' MIN. ( ) GAUGE-NTR.MH No. sr - - -O 0.25 �S�' `L`' �.. 16' MAX. EE DE IL 'i< 4 7.38 1 [ _ -77 5'-4" LONG BOLTED OR IMBEDDED 2' IN WALL_ g ' 1 6 6 VERT. GRATE o � ' �' � AT MAX. 3' SPACING MIN. 1 SUPPORT 20.8:F 18• O SPACE BARS C� 4" O.C. z RISER OVERFLOW EL.--- 391 O 1.551r C ft =390.39 o REACH - OVERFLOW EL.=390 39 " _ - -- - ---BOTTOM E[ Lv o ROD 3 DI-- N r g WIDE EMER "'ENc - - - - II ' 50 LF - 19 BIOSW a 1 (' �+ - PIL WAY. C ES1` STAND. GALV. ORIFICE DIA.-8' " - HYDROMAnc MODEL S4N - STEEL LADDER/STEPS _ _ o -- 27.0 LF O 12 CMP LEV = 432. SUBMERSIBLE LEVEL SWITCHES rIrDRA r1NCkr - _ - TO BE SET IN FIELD EL�.52 IN FROM POND FROP-T O 23.121i 4 ? SEES DETAIL) UNDER ENGINEER'S DIRECTION HOPPER B��l{UM LO[JIRED FINAL SHEAR GATE ORIFICE DIA.=2 3 4" Ft_�,$,27 N I "' 433.17 CONTROL Mho No 1 --�3 w 15.8LF - 18O CPEP CO IE = 432.25 C # D - T P E 2 + f f / `f o0 83.Ir - 10' a3EP �r CB No. 6A _ 1.6' WIDE G Tf 1 N ace SEE DETAIL 1. -43� •� ; TYPE II 96 DATE, LE.=3e6.12 0.2 LF - 8 8 OTHERS NTs OUT TO BIOSWALE _- O --- - O - 18' CPEP ---- ° _ U i TWO (2) EA HYDRO--MA11C S4NRC': , 3-HP, M 3/4 - 4 ® CONCRETE I.E. 385.12 Z ROCK Cft1ECK DAM - CU VERT I HYDRO --RAIL GUIDE SYSTEM OR APPROVED EQUAL (1 /5 CMP TO CPEP ADAPTOR SEE SH . 10 PROVIDE MANUAL OVERRIDE SWITH IN CONTROL O LINED CHANNEL \ ( ) / i { I PANEL FOR PUMP ON OFF WHEN REQUIRED. _ 2 4' :. 8 -F- 0 � 28.2 LF - 18 CPEP � ; - I / o CMP - - _ O 3.13R g E 0- - ----------- -- ---- - -- - ------ - - -- Jiv ORIFICE DIA.= 3 3/8„ { - ---_- i _. - ---------------------------- - -- - I 9+ 11 c Z! I -- - ----- - -- - - --- --- - NOTES: - 4�Q j I I" 1 6 15 01 ASBUILTS - 1. METAL PARTS: CORROSION RESISTANT.---- �' GALVANIZED PIPE PARTS TO HAVE REV NO. DATE DESCRIPTION AF'PROVEU N ASPHALT TREATMENT 1. o . 0 2. FRAME & LADDER OR STEPS OFFSET SO f DALEY-MOR'90W-POBLETE, INC. c"£"' SCNNEIDER HOMES, INC. A. CLEANOUT GATE IS vISABLE FROM TOP. t���`� L 1215 CENTRAL AIJENUE SOUTH SUITE 1 33 a B. CLIMB -DOWN SPACE IS CLEAR OF RISER - AND CLEANOOT GATE. 3. IF METAL OUTLET PIPE CONNECTS TO ELEVATION CEMENT CONCRETE PIPE, OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL_ TO CONCRETE PIPE I.D. LESS 1,/4". CONTROL M.H. No. 2 4. MULT-ORIFICE ELBOWS MAY BE LOCATED �+ AS SHOWN OR r1LL ON ONE SIDE OF RISER TYPE II- (J o TO ASSURE LADDER CLEARENCE. 20" IN. ETW�EN PR ERTY LINEAND MA WE NDW.S. of WASH F KENT, WASHINGTON 9803?_ 6510 SOUTHCENTER BLVD., fUKWILA, WA. 98188 ( ) ) PHONE No 206 248--2471 PHONE: 253 85 t-- 9344; FAX: (253 85 �-6663 ( ) Z PROJECT VILLAGE SOUARE CONDOMINIUMS �Fss ENGINEERING -SURVEYING DETENTION POND DETAILS /o E� L LAND PLANN MOZZ LNG NTS incorporoted DRAWN BY ASPAM SCALE 1" = 20' ----� DRAWIN`96100PRO .DWC -- --- 14 SHEET___.____.._. EXPIRES 9 JAN 2000 STAMP NOT VALID UNLESS SIGNED AND DATED APPROVED M L D DATE J U L Y 30, 1998 ''0Bf 96100 OF 14