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HomeMy WebLinkAboutR-436006Q0 I I Lu Lu 0 _ z 0 75 Q Q0 N O N Q0 E 0 D 00 N N N Q) / 00 N N N / O O CD clI N LLj Lq Q) L� 11 N OVERALL SITE PLAN \ -)/,I I Inv, HILLS, \ \VL_IL V IL.A tNC*7 / /^' / FOR - III ;9 22 d � N46'S0'26"E 18.28' n` ITV / v.. .. Ill-V��IJ // ss 44 0 HARMONY RIDGE J III 4. A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. 0. .............. mot\ i TO EX STREETLIGHT = ' - CITY OF RENTON' KING COUNTY' WASHINGTON I III (TYP) ` '' , �• Q: "` �� ."� LO III I 1 2�J /'/' �/ - _,\ \'•. _ 0 35.5 N EX OFFSITE R/W -A I , TREES (TYP) 0 N16'35 43 6.32 0 0 I 33.5 III 43 00 Fr I 0 25' 50' 100' \,'.' . ;'' \ \ \'; \\ ...... 0 0 I R/W II )nl I� I/, I I / / \ , /n 1 r 1/„ Ar SCALE: 'I "=50' V IA /,L_L \7L �,\/IV1Lv J < rn/, , / ��YVV " S�. I 3 ¢ •: I 139920-0�?60 `_�'" I ` ��� z EX BUILDINGS i-.1 TO REMAIN IEX o mOL1 /oo I ' EX OVERHEAD TO REMAIN I ;n 0 \\ , ............ 45-8 / k i N g POWER LINE ���•"G1 . /,";/ / - " I '�. - 0'17 -.''"•.-:.•. : i , ' /,', �/! / !,•' /° QL. s�-\" . I _ �.-. '•.N8402'53W 18.79' '6aCIT\ REINTv�v 0. ------------ co I EX GA S n) qn w 2i2:i:iV LINEFrnTlLr nTRIC! I •- I I ':�� , /, Y •�.. I \An 42 0 -)-) II II,ITII / \ JC"p •� I I ,/ / / ,'4.J 4`•' ' .O: ' ��-- Tr/-,nn-)/, nr-r A n -)Ir I ni)iV1240 / \ \: ' `� . _ _ S0 16 12"W 126.42 I EC UC)RO ULL IVInr\IL_ ..pp HARMONYIIIRIDGE PHASE 1 20250829000451 > /�� � N oo -•:�;�� ' �� -. o � / \�: \-.\ : \:\ \\.� " --"�:4Y �� EX OFFSITE � ©� �- -� °°o � '" � IA/rllT �rlr-I n \ \ ... O y / \ / L L.L T <� TREES TYP Q Q �N1'29 15 E 87.17 Pao I Ir-n nlnlrTrr Ji I^ (TYP) I I�• ) UL_n1 vI vL- I L lA I ILL 7 '� • •-[ / nl I v / ., ....., lJ I«.\l 426�v.J o \ 442 �� �� �� J�O �- a EX CHURCH i Aro LL Q : - :, G�' 0� _ _ TO REMAIN Gl 11 6 \ V n v •�M�;c�[ I I r lvvv I GL. Q` , J : " r\nI r,vn.71 - - - - 2" - :' / 35.5 : I Ago \ TRACT C ° O Q� ROCKERY , "`•.S1.6, WALL (TYP) _:,G: F°:;.aQ�vG R/W Nv �''''•....�. TREE RETENTION O .... L y i G c - G I - G ; \ Si A VL.L\I U A K411LL_+ \ ` `10' STORM EASEMENT r' T `O I " 12 STORM ^T n 1!r- , A n ., A / �\ \ o ."� : ~45� " " '.. 4 w I 1 EX 6 AC r\ 1 nr,L- S89'28 36 E 85.47 + I WATER " RACT D J - TREE RETENTION ." CUT INTO EX 04 BEARING PAD L.I I �)I II I , A A K I -) A I TREE PROTECTION 20 SEWER LINE AND ' '. I UL.L_IVInI V \7L_r\nL.0 -. 0= 03'S2" -TI I -. / \` ` �` \• d' _ FENCE INSTALLED PER ELEVATION (TYP) _ 456.50 455.90 6 12"W 48 16RO• INSTALL MANHOLE ' /''' �G u" S R aE7In \ / .�•\\\\.. 50,1 I:1=25.00' oY - / A. I v /' 399 31J-1271J \ \ TREE RETENTION PLAN o , \ `-� �( ON SHEET 45 TO 52 �1* �.:r L=39.30 / A AI I )�,1 I rr I A A Ar-^ \> \ \ \ v ` 1 I I n \� \ \ IVIVIll r1RLL UnIVIL.) \ \�� : O i� "0 .I __ - ' - 12 ST( pn1 -' n gq,rn / `V �l\• `- --R w=-- --- ROAD A • �; ' , G/ �/ \ nl 1V . V-11 JlJ \ \ �\\� '.8 to. h , 18 Sj : " RESIDENTIAL ACCESS"89`20'56"W / \ \`' 0 tA�' ORM 18 STORM I d [ EX SSMH O I SS J�� / TnI /,I I Tl l n \ . ... �6h _ U'I _ O _ I STOP BAR PER I \JI V I V\7V 1_1 I r,n I > \ A d� w N COR STD 128 ..... „ \.�\ EX EWER /_CL \ \ 12 STORM \ \ \ \ \. b �"A: " :, . .t l ��Iri _A / / ,I „��I \. \- / 8 WATER _ f,: I: .. \ V \ / )riUCIv.7 1 \ \ / R/W ---- 8 SEWER 1^2 8 1 ! ) - P(OH) / / JG1 ; -_ \ ss \ ,► \ / �,) 7 39930-114C.. \ :. r f WATER 1 {I ro EX STREETLIGHT /�-- �:: O ss �► \\ SERVICE (TYP) c o STOP BAR PER I zJ \ \ \ .... 1 m I 4. 9 G / :' . �" �. _ ° 17 . COR STD 128 I 1 I \ (TYP) ss s \ \ •` a \ / - ,.. ;\ , , 1 g .......... 11 \ I 455.80 456.2 I O N s : f 1 1 I / \o \ '\ i " 1 f-t..l.. 4 455.30 �o , IQ.::. I \ _ I I 6-456.30. s 455.90 1 \ L F W A S G� \ \. -{_ 1 FIRE HYDRANT I I Q- 0 H� p-)nnlT /,A-)\,� \ / :1'l\.\\ I t.l"1 ......... - - Flvly 1 \7nr\ �\\`� ��� '� I I (TYP) .I- r , .... , �^ ' I 1 I.{.- I _ ---------- 39 00 o -' Ic7ppII r - I' I'.... Z I J '. 0 L yy �j TRACT AREA TABLE TRACT TRACT AREA (SF) TRACT AREA (AC) TRACT A 16,472 0.38 TRACT B 30,357 0.70 TRACT C 9,759 0.22 TRACT D 4,191 0.10 ALLEY Z 4,976 0.11 SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. UTILITY CROSSING NOTES: 1. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. BENCHMARK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 / = :. ,. • VL..iLI V �.nLl \hIL. .. .-.. - I`I. 24STORM ,. t 8" pL-;993n 44WATER Ii2A 456.30 457.20 'i I �o S00 E R4�1 , 10' 10 53' ' i . .456.90UE L � " W ti \ s/DNA L LNG\ f I I I I ALLEY Z 18 STORM > Ld IIof �I I•[ -I { - : LO.CK AND LOAD N I N \ I t .. 1 N Q yl .,_ x 1 /6/26 .... III I .I RETAINING WALL (TYP) 6 LOCK AND LOAD I I\ \ :, m 4- 3 Icy w RETAINING WALL (TYP) \ \ \ I u� a = I ' S I A I n 1n ./I IT n I A / \� \ \ \ ` I C' 15 3 3 456.40 457.50 ' Ivnl�nlvv Ivl nl`\n : `-•\ \ \ � Sf �':. _'.� I I n �,AI -. ;a:. ;n ,,.,n / � •�-- � �� �� '••453.90 � .: � : � WATER ni I V / ..vV- 1 I U 1. Q I I . / .. ► k., TRACT A = Q F- 9 SERVICE TYP - J u �t0 J O EX TREES TO BE �� ter' 11 I: I I r I DRAINAGE FACILITY O w I I ��` / I "{ A • RETAINED TYP �: Q" �"© �.- i i i .i i i t, 450.80 BEARING PAD ;. i i 456.50 ....� / / 1 .10, -. i 8 0 I (o � d (TYP) {� : i I I I (III 1 I II II 8 WATER rw 18" STORM I � UE / { ELEVATION (TYP) / SF�a9r / TREE PROTECTION III _ 1 1456.0_9 4577.30 'I IIci ' .: •�J 14 FENCE INSTALLED PER WATER453.10 w 0TREE RETENTION PLAN SERVICE (TY)4 _ aI ON SHEET 45 TO 52 o 7aV R \ I ^ I Irl IAI/, „I Ir^TrL-) /' \\i \f• % ; i \ 8 j 'o� I I EX CENTERLINE W \ / - - - / 11 455.40 I ....... V) N \.:.:... c \ni IV /♦,vv\,lJ III; TRACT B ,. / -✓/ �.. • •-I FIRE HYDRANT 455.101 .-•-5.`5i'-. I.::11 •': x 0 j M / TREE RETENTION ti3 d. : ::, , / , 13 `� : " (NP) o0 N / r- ^T �0 , fl• ,� add f I I 450.60 a I I ..::::::.... I 1 I: X •_ dl N / LjAl:�r; JQ : 1 9�ef „`° :{� i , �, 8" SEWER I I I I +�+ tN^ AIVU APRII I.I / R Al .0 ['`'� ^ .. I -.I IN I I {y -� 1lA lA 1 % T�" r A. 4 , ., ,0-1100 / / �A . , : I �, 7 0 37 00 ;; , . M LO 6' 12 454.30 35.5 i ++' N / �` 454.20 6 r C L f) / S : AQ 1.�441 . 1 I ICI 450.20 f 4' ASPHALT R/W I ,.. 0 N C) n -L) I<' I! n I I I T r O •r - / I M l yMM' I nl\I♦ r,IVV ILLL ' ' m V / / A I. \/ A I VULI \ "I CID �� \ II II Io ,:-�• �� PATH •. '� I V) j EX STREETLIGHT i ,I / A`)iv /'v u. u. ill- Ill�ll V- I I ,.I I I� %; .:`� /--48.5. �I L (T'P) NOTE: Ri__ f- TREE PROTECTION -- - I A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT \ FENCE INSTALLED PER ` _- L0 _ 0 �, T - - �EX FIRE TO BE PRESENT DURING CONSTRUCTION OF THE TREE RETENTION PLAN PLAT BOUNDARY N89'54'07"W 425.00' _ HYDRANT ASPHALT PATH AND PERMEABLE PAVEMENT. \ ON SHEET 45 TO 52 / I I' I I I BEARING PAD :; P(OH) P / TREE PROTECTION _j ELEVATION (TYP) ::• 2 WV o - FENCE INSTALLED PER I KY, r / / I I TREE RETENTION PLAN U\/r1I "`""" n A , /1n I, 4' PERMEABLE Ir1 11/ -,I II ON SHEET 45 TO 52 _ A pI, �Gu - gnrn / rl /y!r-L) n nv,rl n U vVL_L.rlvr\Vlt_ nl IV /,, ... ...\,V-IV.II IVVI\LI\ nlV\7LL-n IA,,, ^r,AI rAl<I,/AI PAVEMENT A�)AI �1VV ;n �n �n / _ _ Unvr�..)\./IV I nr,I I nrl M. IV /\,vv\, ll-IV.,V R-436006 ni )I V /'ivu. ill-1V /'ll n ,A I n n n n -) A T A I. 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I v / ., .... \,V 1VJlJ r n L)nIIVL_; ;uG ;n qn n I / V / ,040 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c LOT AREA TABLE LOT # LOT AREA (SF) LOT AREA (AC) 1 5,824 0.13 2 5,007 0.11 3 5,052 0.12 4 5,150 0.12 5 5,146 0.12 6 5,233 0.12 7 5,400 0.12 8 5,041 0.12 9 5,041 0.12 10 5,041 0.12 11 5,746 0.13 12 5,581 0.13 13 6,028 0.14 14 5,857 0.13 15 5,800 0.13 16 5,400 0.12 17 6,405 0.15 18 5,914 0.14 19 5,530 0.13 20 5,001 0.11 21 46,147 1.06 APPROVED BY; 1 CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►81 REVISION RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED' TJS SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. N O N u N Q J O O N Ir ra HBray 02/05/2026 00 LU �y OVERALL SITE PLAN HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D C4 0 CV = O Z DATE: 1/6/2026 > z m FIELDBOOK: 0 O PAGE: DRAWING NO: uj a� SHEET: 6 OF:66 = m