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HomeMy WebLinkAboutSWP271851 i WILLIVS, ROTH t ASSOC. INC. r fin-�-;�.. �rrl ��n•�/crs � / /' _ �(i O d Vv K4lKLA&D, WA 9CO33 Lr Ae�lr - (�r�eL)W 'Ut7A,�,Fe,"4+1F' - , 11J� 7/1 of®f �'av�3rd 3. 52 - osad bA T:�I tJ . 3$ A c vie I Cvrid¢v�,(aPed tea) ( , 33 3,�01 4, 34A. 76 - o. (0, 77` kago)(4,34� 3. E,8 01 i, WILLW%ll , R t. ASSOC. INC. En.Inecrs r-! S�n—yors S09 KIR KLAND AVE. r KIRKLAND, WA 98033 vv r� s �o C�oT :2-9 0 22 o(0.7q 22.E + \ V-roTw, . Vs c _ I-S -. .li 277 �x 77254E = <Oc�o. cr. C 1 WILLIA':'S, R�'T�I & ASSOC. INC.' En�'n ^ s an., 'lrl.-Yors / 909 Kii,lCLAND AVE. KIRKLAND, WA 98033 C �• 2 s G-�-►-p a2C o;"C.. �—;S,C -c 1 I 1 cL a�n4i � - boo o a,62 2 32 r . ve42 •73 �4, = 7, ZS iwekios I S I` co_,�G = Sc�s ,z c , oK --.-Use (5." C 0--Ac , o-u .. _ l _ �. w . 74.11 P' 10120 Gj• �"r ho1� 0 ^ In N yo u r o CO& v ►' J�• .vas �� 2Gw h i o i r 'b `• ba100 10 ti A QR'l ,0'1 h 5oa PV `r�� t Al S S. SEVEN H 3too O 1 J JV..7`/ �. 7 T H ST 2 24 /o �r3� St s P Slo Lim 11 ti�oT1RC— �� SHIP /er. s - ` Q o b laAd, " 14, AC �'� �•3� sty' ,54 4-6 ti s� � so/.76 e'AwK 4b � S o N ;N Fo � w s y�uu S C L E p AGE.,3 IC. l �N I T Y MAP F,. ASSOC. INC. T/.�/{(r� 4 w KI iKi j-D. WA 9CO33 —t;P,,cL)w f= - J�4ryu , Wo, 7/1 o�0 f 5+isal v; ld�s 0.6 2 tic. �,•� o, 2 0 dq ?rZrpoSQa bv,6,1:�►rJ . 3$ A co 2. . 9 2 4c,, � 0, 735 3. 5 2- A-C. C� ,7S Z , 378 = '4 34k, = S T,4vr, to2- Ac, , Q = 3,7e 270 0, 10 �o) 3 . 0 609 Ki :;:L :JD AVE. KIRKLAND, WA 96033 GV ,Q, V+V r -4 v 3 . 0 d , 1 zz, z s 4 T f 2S v5 k 4 v'nz`�e x RV K 0"* (D L a Z ?, 75 c F 63-1. cr- /073 Milk 3 v) � I� wlul^G's, r^T'� ASSOC. INC. 909 KI IKLAND AVE. . KIHKLAWD, WA 98033 I, �-c,� 'S> 0, 62 ('s h = vim, d�Sf, - G►�Qdw sw �� fi cr�r'd � - (3,4� v,4Z •73 �44 = Sit IT IF f � � FLaw Full �s 3,88 c,�s OK l ` � M ou IF�z .�, use., s c c , � w ��� ' l { 1 _ / I x M _*cMP ewcQ T ows V%Fj�d — —— -- — -- FLOW LOCATION INCREMENTAL RUN-OFF TIME OF CON- RAINFALL RUN-OFF PIPE SLOPE VELOCITY LENGTH TIME AREA COEFFIC. AC I AC CENTRATION INTENSITY 0 DIA AT DESIGN IN UPPER ELEVATION LOWER ELEVATION t A C TC I (I AC I) _ �F- 0 SYSTEM I Pov TO ACRES MINUTES INCHES/HR, bC.F.S. INCHES F. P.S. FEET MIN GROUND INVERT GROUND INVERT B8 ic 7-4 ,37 1 ,� 1,3Z_.- •oft `' SS 1,4 IZS 2. cg73, �- - So 1 �5 ISc - 7 '�.G �S_— • I8 118 •I o (,57— Z " .so I, O ,-T _ ;? CBs � , 19 ,3 , 3 1,113 1,33 1 ,59 IV' .So 30 c357 'ca1- •17_ ,q 1(7 1,bg_ 15,4 1,28 , 5'I 5_ 2-,o 130 1. 1 ceg I�B_3 .34 .9 ,34 2,oZ 5 1,22 .Z S�" ,So 2.0 130 I.I 2,97 16,5 l��-'i- 3..Z� ►5' so 2,2 ZS 0 Z cP,2 � .q 4, l�n,� 2 t.}, Z IS" .50 2.2 Gb I Ex c 9,311 1 4,7S LsI" •su 'Z,L E ►► cel,,l - -_.fig_;_ q ,(08 ,(,8 .12,0 l,`f8 o Z" 1 /5 4; 1c IG82 77 I r1 c I 1,39 14-4to 1,3 15" 1 S 2, 135 I I US*8 CHART NO IZ 3�> �.C�.�0 _MtrC Qua-( rSKI REMARKS: — ;rORnn FREOUENCr, 1� f�r. �pYd �����, \[& 0 II' CO ME OF PROJECT � I E COEFFICIENT A . � OZ�{ CALCULATIONS BY �>?u c.K JOB NO. SA'0� � A 3_ DATE 1=i �SHEETOF SHEETS - --- IONS BY — _- _-:_ -- ---- - - -- - - -- - --- - -- - EI•C,. . INC. __---- En ., Surl aYcrS / 900 KIPMLAND AVE. KIRKLAND, WA 08033 Yl ' /vop-4J--1 ti r o1 h0 w r h� p ah N ►�., v �'��' 39'0 92� I � zee J� .va7.4G-2D w 10 07 40 h l°o �oi� Y {o,1y h h 609 PG' 4 I b p S." SEVEN H C2. S. 7TH ST P �ti 1 lrtir p r vite a O VSS • i O � i—okf 14mirila� lip I `92 J ,fir ss Ib L J � �J \ e 1� h -4 4� 411 y�u�h Z' � i2 I '' l 00 oil. 14 7/ 1 I I: NIT Y MAP A.cSnC. INC. En K{riKiPj: D. WA 9W33 7f 1 0 1 Gov�,,•� a, a PMPosa.d !A►.b►rJC� '1� �v► r�e 2 , `{q It r�v►�° ' VI(t� C v v�d Qv Q(dP ed 0*22) I �3� 4 t 3 4 Ac.,, 92 4c, q� , 736 3, S2— ! 7S = 2 ,6 3 r 3-7 8 ; 4,3 4c. = o, -7 7 9 CT,44v r el I� �, ® . IS= , 07 3.�ol 4,34k. = 876 SOS L a Se, n e 6 c r111� � •S �• 0 . o9 3 v 609 K: +U AVE. KIRKLAND, WA 98033 , 'b 0- oo+�ir'r AcK Fu+v r e 0 r o ©. 79 4,3 , 8 7( a I762/qq zz,z s 4 T�- 2 27-.Z. 6.7 Q zZ.2 11 77, 3 VT-oTwL.: kt4c X vh 6z¢. 3 876) C 2 375 Z3 75 m A4'�i � ass /78S� x Pert \ �3 1p r-o s �c � CP- 375 WILMI',S, R7 t ASSOC. I C. E%:r._='5 r... i Surv--yors S09 KIRMLAND AVE. KIRKLA;4D. WA 96033 dt s+, - 4,eadW Sw G� Ib Caw lro��d ��1�tT zZ• 17• If O _ _ 3. 0 d,b2 2 �32,-z) ) it 7 ZS t VY►�c� C i l S`� C o�t.c , l-csw Fu L ( 1S; ` co-y%-c 3,88 oK 7,Z5 r I i! -�c CMP c2 '� RS 4na� -- -- -- - --- -' FLOW LOCATION INCREMENTAL RUN-OFF TIME OF CON- RAINFAL RUN-OFF PIPE SLOPE VELOCITY LENGTH TIME AREA COEFFIC. AC I AC CENTRATION INTENSITY 0 DIA AT DESIGN IN UPPER ELEVATION LOWER ELEVATION i A C TC I (I AC I) - 0 SYSTEM if FkQW T TC ACRES MINUTES INCHES/ R, t.C.F S. INCHES % F- P.S. FEET MIN GROUND INVERT GROUND INVERT .13 1,4 95 1113 c-B8 cB7--- !24— I ,z o37 1 , 7 _I,3 7 ,44 - , atl IZS 2. ---r G4 ic$3 _,23 _ _ �23 (,0 1 17.7 — - — �-_ ;�" o I,'75 1 So I c8� ;c{35:--- -' I8_ .(8 ,� 0 1.S Z " .So (� O ,'7 _ CAS_ -- 1 13 33 I ,3 , 3 ls„ ,SD 2•0 3o .3 s 'C;a-,: '17_ 19 ,17 1IZ 19 q '50 2-,0 13D I I. II c84 IcB 3 _ _ 4 .9 ,34 2.07- 1&15 2 .7-2. IV, 'SO 2.0 130 I,I c*_3 I0-2� 3S 2-17 li6s5 t•� 3._26 Is"'.." So Z,2 ZS ,z I �2 41 l�,� z 4►72! rs"� '2.2 I Ex c .9 q,34 _ 1,Z I 4.7Z t5'� .so -L• t, 811 ICBIv -- —,IoB_ _ i�8 .�3 12�0 �!� • ¢ 2T' /SD C_Blo iC.B2 ,_� r9 �71 ,3 -L o -3 1 oA IS" .S 2,o i USWB CHART NO "so�'l 'Mt2r ct1,0 f Z� REMARKS: --- — — — -- ;TORM FREOIIENCY. I'DIr, � NIA ME OF PRCI'JECT I WE COEFFICIENT j OZ4_— — w y I o12 CALCULATIONS BY � ✓K _ _ _ _ — — JOB NO Z�3_DATE SHEET_LOF J_SHEETS — •�-ra+.� Gti3 tp f/•C�/ %'11t1,..,.�, ,.... o �":CC. INC. - _ _ _------ ----- - - -------- - E'_ En-;- _-3 -:-. : :;un,ayors j 900 KIF.YLAND AVE. KIRKLA 4D, WA 98033 REMOVE F-X(5-F[WG DRIVEWAY -- W5TALL NEW CURB * SIDEWALK vr_-w ril-il nP Wr-MTnM c::;TrD REMOVE EXIST. CURB t E51DEWALK, IWSTALL NEW 30'WIDE C)OWC. ENTI;N DRIVEWAY PER CITY OF FENTON STP6. ADJUST EXIST. UTILM,tS TO PIW15H GFZApf---. RELOCATE EXt,55T. UTILITY POLE A'5 FFECt I D. SOUTH CONNECT To EX157 CB I. E. = 15.1 (APPROX.) C5 * I 0-YRE 1) RIM= Z I .95 7th T t-DI5C0QWECr EX. 150E Vo _5EWeflt-* . ......... . 2-r! 0 I W5TALL KJEW 5' WIDE 51DF-VVALK PEIR CITY OF PeNTOW STD. ST. KEMOVE EX15T CURB * DRIVEWAY. IIJ5TAU_ NEW 30'W(DE CONC. 0 DRIVEWAY PER CITY 0 OF FEWTOI`,J 'STIDS. w 0 D t f 14YE) COMMECT TO EX. S.S. C0 2!501 w TOP zzSERVICECDUKA WWI f AMA- rJ41, -Ayr- qmwrwzl CO C 5 (TYF:L--ff 301 1 (RES-rRICTOR C8 -T Seffl� C AI L) Fi�E. I(M Z-3.-7. 50 50 Z-3, 11 �3. 1. =' C5 0 -4, 13EI E= 1 -06')] VIA t. N 41 50 ZZ.40 lub1666 6 ul I E. 17.9 0 Z3.1 . z3 Ac. *61 IL QL SHOWROOM _j OFFICE 13 FF= Z(o-Z Act -5UKFACE C.O. ow.cz LL —05#4 J m 22.C•1. E. U) L I Ni i ti 5 br-, / i �¢(3 PAK IW9 LOT 23.1 — G r Am WRITE-UP URFACE CANOPY _j CD_ — — Z/ ILL 9w Act Z2.Act • M =21-50 :'A FZ T5 4 5ERVICl= I E - = 19. (a5 23.; Z3. FF= Z3.2 I Z3 I Z41, C13 9 22.4 IL RIM 22. 0 zz 5 II LE,= 119.9 T RlM= ZZ.d I.E. J. E 19.2 5 (1211) ZZ.& (60 LF 8"CM 17Ac 0 U) I -31 4, RIM= 22-40 C AP END I.E. 50 i I.E. 19.40 5U13AKU DEALEF51-11P UWDEVELOPED PA FZ G I- L 'Act PROPOSED WATER 41 a/ Al 9"04,9— LWK' 40C 5OUKJD FORD EX15T BLDG, -1.1 40 'VIR SCALE: 1 N = 40I .--*C>-- — N" 517rmm 0RAlWAS f3AS I WS TOTAL 4 4 Arc.. • WiMiams, Roth &Associates, Inc. CONSULTING ENGINEERS PLANNERS SURVEYORS REMOVE r- � I5T. CURES f SIDEWAL,., IW5TALL_ REMOVE EXISTING DRIVEWAY - NEW 30' WIDE COLIC. IQ5TALL NEW CURE)* SIDEWALK EtiJTR'Y DRIVEWAY CO►.INECT TO EXIST CB PER CITY OF KENTON STD. PEIZ CITY pF RENTi2)N I.E.= 15.1 CAPP2OK.) STD5. A JUST EXIST, �o 1jTILiT S TO FIW15H 0 roRA*. RELOCATE I N5TALL NEW 5' EX T. UTILITY PALE CB# 1 (TYPE �) WIDE 51DEWAL•IG 5 REQ'D. RIM= Z1.95 PEfz CITY OF 15.45 (w) QgNTOW STD. p Nyp a� SOUTH 7th ST. 7-7 D15C0N►JECT �X. SIDE PP �-24 >. COMMECT TO EX. 5.5. 8 �. _ _... - Sfi .Z w6R 9iT p 55 •) TOP 17.79 _ TG>D u as SE zv ICE hl �, cuRA •� "� •.. • � �-r.���r.R.>Arizil�s'>•�1:ii�r�a.a`� REMOVE EX15T. CURB � DRIVEWAY . I N5TAL.L NEW 30' WIDE CONC. 6 DRIVEWAY PER CITY C/) OF RENTCXJ STDS. uj f I a�I 1 v Y + U f I F 41yo i so_ _ - _- _ ___- __._. ____ _....•K? � • �" -. ' �3.1 Z I CB#Z (TYF") y�3•I� '' SEE DETAI,i.) RIM='Z3.50 Z3.1 ; ' AV�r ♦ S1. E. - 17.80 GS CB O - �' �.,t•w� I EX15T. 51 E��C -i 5. R, u E= 1 .83 CIz`) `` 8 � � 5�W ER o BE) ♦ •a „ � N fZ�fvIOVE AS I ♦ ,r wonzz.0 I R>='D It F u66iEv @ ♦ - - J' '� EXI I" WATER METER - - �' Z3.1 � I J O E rr.- _ • Ito . GB *RVICE UUE 3 I MOVED R=ZZ.00 AS K65M.CB*7 I.E. 17.9 5-, I RIM= ZZ.O Q� IE.= 18 7 � z2.4 •23AC. �'�I• 5 2 SHOWROOM J a I- / •I � OFFICE � - yb • `�7i _.___ 231 FF= 2%.Z N 11il ' I ti -- a j 2Z.7 -2 I SURFACE C.O. °a.`° I CB 4 lsl ZLIM Its 'bp z4- I.E.= 19.85 ._ .__ � QI r�M � ,.,` • n - O PARKING LOT /srI ^LL eIo I 1 ; RETENTION 23.1 G� - 1 I. .= a TI RE STORE I E 19.39 WR►TE-UPSURFACE 4 ( CANOPY D"-- --r - LL 2. 9i �z2.5 ^^ 1 {y,�UL.T� . 24 Ac • 9 1 PARTS IE.= 19. G5 � SERVICE FF- 23. Z Z3.1 0 • Z3 1 I I I f �• Ij I - a 0 ° - 224 � I 22. 5 r.4 u I RIM = 22.0 j I! "'- 7-45G P I I.E. = 19.9 \ -- - / ,,,„ . ',,�, / 5 U -lr a'; .,� ,. �,� rz I (zJ C�� uy„�,c�l""�J d� -- Z3.1 I I.E.= <e") I.E.= 19.25 (129) rr.So fi=, yj ZZ.L loO LF - 8"CMP 1 QI Ir � - - - - I • 8 • IN I LO 23.1 x Z5.I Z3.1 r'ar RIM = Z2 40 I CAP ENID I I.E.= 19.40 s: I I SUBARU _ I D EALEF5H I P U KI DEVELO PE;D PARCEL � • � ri.,� I I C �ti L:E:• rS ;;p (?E►�KO� �tPE tD flA� SCALE: 1 "= 40' flRA I AGE ac BA SI 115 �r ► I.3 • PROR�56D WATEK Ind _ - - - x x x406, ��, Tr9 l/. a9•4Z`34•W. t J x'sr �,r cr AIJLj uA.rk " ' x x - t'c' • 34 50 U N D F/-) r") - - �y / I f EX15T BLD�' � rr•97 �I -�r.4q I � SEATTLE- COVIf 16TON TRAW5M15510k1 'LIKIE 1I ( Williams, Roth &Associates, Inc. CONSULTING ENGINEERS PLANNERS SURVEYORS