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Home My WebLink AboutSWP271532MULL- RYEIZISOW - CONDO DEJEWTION CALL. REV151OW NEWEL P. 0. Box 39 6 IZER-TOO, LUA ( t-LC P.S R(AU, - LA E0S4N At,"iE(Z tu4"tE pE7ENilOti (5 >( 4;-t 107,4) E10(g) t (5) (13S,9 i{o7.3)C 138,5) �435(o S (Q HIA4 StTP— A65UHL FA OW Cam► = O,to AiZEA TC le ) _ 9XISTING Tc= to+ = 15,88 5 = O .S%o it 12o' VCScS �SS)s 0,34YS 170o4 e) = I. ZS u I H e Q= (1,2S�C,iv)Co�S�= D�t�lo cFS CDC 0,W (APts O. ISO CFSlAr,-C T. - 2,S 4 1-IbZ / 1Isa = 63,38 V s= 40(. I SO) (6 3, 3 S )= l (o (A , Z To A 1. x vJ CWA HECT IO N IL AF V4 S. D iH tE l V+ 5T. o,SO Ac- 2S -} e 3.3ia VT= (l�C,�r.2)(•8o)(.Sol=�� cr. say ��8 c.F StuPhG� ¢FQD SI.02AAGF i7—U VAIS HE D 88-f too 188 ZA44� a0 CF C6 ol I (2) C I?-(c) Is. GF cz* Z.= (Z'"Amox 31 CF QR57R l Z,g4)C IS.C6 r 4(p CF TDTA i. (09 Z C r- > (0 - O L CH ECIL b" OUT FA(,I_ PIPP USTI2lCTOE TO EX S,D• VA+4. ASSUME Tc = IS.S MIN CoticsFe VaTU1E) :- IaS"I it2 11 A L 0. S© he �� .� r� �., , .-� (ci L l aj�-e. ; ) - Q G 8C H r 0-"Cr-S Shy O,so - 0,S�j 04 S=p,Slu _ l�fZIFICE 3 UZ,R4 - 34.01 Z,cf4 Ol = 0,0(0 (aZ FG4.4% Z,R4 pf 0010 - p, D44G Q-o� , Ow CFS 010010 = Pa' I 0¢t�ICE, EX. 54 4 Net IL C 6 # AU /t NOTES: R/M 344 t I. ALL OR WY3 5MAII QE t0' Ham` CEN CO A (TYPE D) ACT = INV. (3614) 33Gt0 S F� LOCATED AS S AW A'MENJf7NS E WAILS /W7SMOWN /yy(dyl 1397f ,� 5EE S/TE 04AN, ~` t. aA/.- RAN 3AN. SEWEF N.N.O• J.W. [OLNE! Of NTElSECTAYI O \ f ' �f' �[i iCENNKAOoiO AVE N.E. � NARQMI6TOW AyE. N.f. F[ 34440 3. �Ot'El7j/ OIE5CL/IrAW 945ED ONl 05. ffC. M .1005 2"001 \ ` � ~ ' f I07 UUNNE AO/l/STmiNr WiC. N•- QAW/10505 RE57R/LTGW 154 iJ TYPE 1I EaaL z 1M 9_ 2If s /NV [I4"A) 30 \ ovEraOw 3470 �$ Ae/v/ct 338800 It ¢ AvV (d •I) 340.00 CMP ,E 3•0•5% \\\ \ 10 3rD. CEN. COW cur, \ \ r E6urrfQ. GRADE Of Tb MATCR EX. Sr Gc Ibb IrN C.Q. • Z COAT AWN 8UILDING r IE 14W)' 340. \ \\ ` \ \� �� tJ� JDM ALL ROOF 4f FOOTING Ipir� • L \ \� \ t o- J CWAAV3 3114LL M CbMMECUD , �•, \ \ \\� \ �% �° 7D AETENTA7N ,sy345 I \ \ II I I \�` c.s. (rymz) Lf_ — -I I I I I I I I L RAk• 347-37M-- N3= 14'I a 3. 0.40% DL,EE. (14'o) AM • MiI.75 — 77.41'I W t -t' U'C.M. P STUB5 iF IW*i (AS Ji �o \ ��axtas) R s•asL /lroieelHG mN Pl. N.E. coNod'S rvAr t (94.4) RESTrCW ` 1 r=lt•I a 3•0.5% D M� N6.12 rw A PiW= 347.31 \� ��•�.� DIE.(t4 )-341.14 NOTE: f Af7EW NOT 3rtA0114M SFE g� LE. [Ir"1 •341 iG \�' ABM. QLAIIM:S. i•�.� ; PR1t7R Tb CbHS7RUCT/NG CAD�"I,Cd•t SETT/Nr. OVafFLOW ARK' 1tESTR[ClOIC AMD �. tX 5.5. M. N. j M / 7�A pT A 7DA SNEER fOR N/3 ��LD RIM L 1. E. OK/FXE = 334.11 i /'E ONF[fLD1V • 34G IS i RW' 34i 71D ._ . ... 7777 " . :... .. ......, :i:.......: :. :. Q 14 . ..: .. .I ( �Q c h ES D(AIltkGE NTs NEl2T" ST. CoNA�.3 THE 51TE 15 LOCA7EO WEST OF 14AQ21NGToN PL. 4.E. CoN00. AeCUEcT P2F3ENTL y UNOE2 CON5TIZUC7/0N.� ,50UTH OF NE IZ7H SST THE PROFERTyl 14A5 N07 TZEE COVEe ANO 15 MA/MLyI COVE2E0 WITH C7245SES. 5To2M 2UNOFF P2ESEN71y icLOW.5 Iry A 5•E. OIREcrloN TOWAIZD HA2QING7,0N PL • N E. THE E1(/57-In(G /-1 A 02INGTON pL N.E. S 1 TE e NE /Z t" S T. 51 TE (NEQE ANALyZE0 A5 ONE DEVELOPMENT $ aETcNr10N VOL. CA(-CUCATEO, 40PITIONAC Z4' 0 C M F. W4 5 A DOEO TO 774E 4 PPeOVW NA R FIN6 70 ^4 Pc . N. E. 5 y5 re M TO MEET TOE TOTAL REO'M75 . THE 021FICE lN45 ENLA26E0 TO 4CLOUM r FOZ A LAQGEQ q (EresriNO) TNt OwNE411(3(KLOE2 OF 60714 O1z0PE2T1E5 I5 5TI95ecy Not-O/NCS LTD. f 22/N6TOtil PL NE CONDO-$ f i 0�7t�A/TiaN SYSTEM ANALIIR5 DES/6AI Cr/,'ER/A /• /v ye. �702M ( Jac) 2. ,0ENT04- SEATTLF FAINFALL C[/eVE Y, WAQQEN METHO O 4 eIN6 CO �`T0RAI 49PA/AJA6E Cot,1720L MANUAL 7N/5 .SITE C014S15TS OF 0.51 AC WEST OF AND A Q/Ac_ N ; TU 7HE OWNED: (5712SCEy H01-p/N6S 1-TO) PeST 4PA12T/IENr SITE, THIS S1TE IS PeR5E,1/7-4y UA10M C6NST1ZU6T10W, THE S17E5 PHYSICAL CHARACTEPI�T(C ; A2E ✓f=2y SIMILA2 To THE FIZ.ST ONE. THE ENTI¢E -ITE WILL A-" ONE ITE AND DETEW104 VOL, WILL, BE D6514VAD ACC0PD1tQ;;Ly, ASH - 572LICT/04 OF 5/7E W Z WILL INVOLVE ADDING APD/TONAL VOLUME rOE 0E7,ENTIDN qND EE-3I?IN6 TtIE OeIFKF FOR THE' lr1Gi�E�tSF iN PEA1Z 0ISCHA26E, Q 7om_ I. 17 A c t O, 51 = / 68 AC. Lc= 290` S = 3So.S- 344.5 /.4°/o V(SC5)= 0.Ws 2110 Tc= /o f 290�,8SxGa� /5.69M1�1. 1<ay�.)= 1,29"tie Q AuowA&& cF5 DE TEAJ7roN ti AE VELOPE-D Co"OlTlat/ c0Ev. N",I : 0.60 � r Ciror,40 rAV= lG 8 0,15 U.5E to-do 6hb(ZT 6r.4Sc ) CITY OF RENrOI.I WILL MT AUOW ACTU4L CALLS, WE (0ANUAG (CuN SEel1A n vE 1) 1 4b45V) N' 2- ,PA 2411AA, 4 FIRE LANE= 20.35 iMt X ?UxZ0; 435&0 = 0,07 AL EUIL046- I1.40 ii i :-x 20 y2o/4.5c.o + J.IO: A,;, K4ALCWAYS 29O'A 5/43S,,0 - 0,05" AL 40JOSCAP/N6 O, 1, .SAc To TA L .0. 5 i o C(o) "Z (D,187+,IoSa,o,3)(.90)= 0,293 = O. 5/6 Go, . . 33O/. Slo 4o _,. 331 - S 0. 24L C r-s /Ac -O 60, j = - 2 S t /71,2/, ?4& 59.63 V ; _ G $ ZO) ( 5 9. G►3 _ 40(59,43) (. 246) = 59.1.3 4 25 VT-- (1400. )(/,68)Co,8v1 = 188Z CF PEMED 9.3.61 /4W. cr,. (QEOD ) L :,:EV -1-10101tf � 4-I4) L�A Z / szZp�/ VOL . P20 VIDEO iN No I 4' — 24"0 (il) (2z/4 (4) 12.�7CF _ A �� 2E57RICTOQ 48V H= 389' 111,5()L 3.30 = 48.d&C,C 345.3v - 341.8 0 CS ^- 48"0 H = 3so' (12. SW ( 3.50) = 4 3. 96 i f 14S'- 24"0 (TTX Z2/4)( I45) = 455.53cr C/3- 48'4 H=2' 02.56)(2) = 25.,ZcF TOTAL r f376.57CF. VO G To BE PROVIDED IN N° Z /BBZ - /3 Z(,.67= 555 u5E 30" 4 = 555 /4,9/ • 113 << PC- SIZE 021FICE Q Auow = 0, 3 3 cl:.s H= 345.30 - 341.41 = 3,e9 A = (0,33)%0,&Z ( 21321 x 3.89) IIx: 0,034 d _ (4)(.034)In = O, 208 FT = 2. 4a7 pE1/t 6D 9.3.81 81 o 31-3 lZO e-F PROVIDED (Or) usE 27714' 4 HULF A John R. Newell Inc., P.S. 231 Williams Ave. So., Suite 200 P.O. Box 396 Renton, Washington 98057-0396 Phone: (206) 255-2190 May 20, 1985 City of Renton Department of Public Works Renton, WA 98055 RE: HARRINGTON PLACE N.E. AND N.E. 12TH ST. CONDO'S ATTN: DON MONOGHAN Dear Don: Attached are two copies of the revised grading, paving and storm drainage plans for the second phase of this project. As you will recall the original design and calculations considered the two individual projects as one and therefore do not need revising. The design for the second phase has been revised to reflect as - built information on the existing storm drainage system, the bound- ary line adjustment, revised building layout, parking layout and the proposed water line. Please review these changes as soon as possible. Thank you. Sincerely yours, John R. Newell Inc. P.S. OJ_A4 0 K� a John R. Newell P.E.