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Home My WebLink AboutzW-4360set� (D O � L L � NLu � U E Q 0 0 N73 00 rn N N N / 00 N N N / rn O O O N N N _„\I I IAI„ III„ COMPOSITE UTILITY PLAN hVL_L_IIV\7 r11L_L_.. J cp II V IL.L_n\7L r,VIVIC.) ,N // ` FOR �' A [)AI •1V%A1^_^22^ SSMH#3 /Ff ¢� / 144 0 N46'50'26"E 18.28' I III N HARMONY RIDGE N • / ° A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M. o SSMH 4 v_\ I T(° - J # CITY OF RENTON KING COUNTY WASHINGTON o I Ir, I I (o / ,' EX OFFSITE O R/W �b I S16'35 43 E 6.32 n ,, \ I % 60 TREES (TYP) ..:- WW I I I, .• 0 II R/W \OG 0 25) 50' 100, F/IAnILL^ OQ ]: V IL_L_n\7L r,VIVILv n� Iv /39920-V.,.,V •. SCALE: 1 "=50' ....... .......... . EX BUILDINGS Ln o \ I \ x x TO REMAIN I gi I I EX SCHOOL o I .. 458 x � L TO REMAIN Nil // ccf� \ U VIT\I VI- REEI'T VIV O •• 0Y 1 . SSMH 2: ... #..- / / G' ..•.,\.✓,:. -.. _. A�,A1 2n/, 1n,r u�nu r I I :I . L Gn 11L n I hl\- \ GY . I _ r A Tlr P A T-)I/,I" = TREE PROTECTION nr I. V2.,V..I-., IV., _ '`� . -t � S1'56'36"1111 31.65' .�.: I PvS�hR+JUDIT�; / SSMH#5 :. FENCE INSTALLED PER- �_ 9� .., - /, / aV'. •O A. n q.,An - �`- ----- L::,__•-_ I III CB 4•: ` )� 1 1ou ; TREE RETENTION PLAN EX HYDRANT - #. / / 4• Tr/'\n/-\-)/-\ nrr A A n �Ir I n I V / \,vv 3V- 24nu \ - -I I ,I• - ON SHEETS 45 TO 52 .. / \ TREE PROTECTION N 3\ n �,n 1 ,uu ;^ �/,; n ' m I = > HARMONY RIDGE PHASE°° / 44g... FENCE INSTALLED PER o , I _:::: TREE RETENTION PLAN �� SSMH 6 W W 20250829000451 # ON SHEETS 45 TO 52 ��P I .f: �` EX OFFSITE --® N N1'29 15 E 73.87 vE T T E T1E;Lj TREES (TYP) .. I ;n . in P(OH) - _)�' 399„ ;- 2.;v _ \ 442 ajh �I - ��.� • 2f�/ �, : .' \ - �`� 6 .� EX CHURCH A I/,^ ^ /1 _ /.. '..... �•� y,, Q V\7Vl 1\/rL� LKA I L nV <( TO REMAIN - I / ��. I hnANI l v nvn.7l V -2'. (. , v� I I I EX CB 1 J,� �i' ..: •: \ A�)"� �'.;99 3V-1260 - - - - - - - - - ,;... TRACT C O SO 16 12"w 126.4 1 a 35.5 I TREE PROTECTION o' 43'& O g� ro ROCK Y as v�/ R W - `i. 2 G,::.: FENCE INSTALLED PER / \. _'.. p`L ... WALL (TYP) I. �o / Q '.. cry EX CB 4j/ .•': \ '.. \ TREE RETENTION'. h . �\ 12 STORM \ \ TREE RETENTION PLAN / �\ \ `\� '. ° ��0 10 STORM v EX 6" AC ON SHEETS 45 TO 52 / \ C -.458 EASEMENT /-.......' F I w WATER LJ.. / 1. •t. CUT INTO EX. ��' /' /'\` i�VL_L_IVIn"v GER��_D \ \ / \\ N BEARING PAD I S89'28 36"E 85.4T o " t° SEWER LINE AND ��/% : , ' : JTnI VL.L\I "�IE�_+ 1.. O e= d / \ \ d " 9 20 90 03 52 N I FIRE HYDRANT S u LjET�I S O.j I - KE \\ \`�\ \ F1 8 WATER ELEVATION TYP 456.50 455.90 1 R 25 00' ' �- \' / ( " I TRACT D - INSTALL MANHOLE CB#2 Q A[,AI 10G1n 1270 \ A , I - n n ''�\\\ ) ;':t - -- EX HYDRANT TO ss / ,/ //�` \ nl I v / ., ,�- 1t / V n` v /'.;99 3V- 122\/ \ \ ° `r Ill= 1 TREE RETENTION L=39.30 o �/ AA ��)11 rr IAAAC \� \ s CB#22 Q SO'1612"W 48.16 ,"1 ___-- , I,.,, BE�REMOVED ,�/-...../-- \ \ Ivlvh' f1RL� " # ` -) n 1 1 SSMH 9 # I 12 STORM SSMH 1 J� // \ / J - /� \ \. \ SSMH 11 n�,A1-';QO;n „�,n /\.-�..�5� � # , R w :._- -- OAD A-� / CB#1 P� nr 1v V ,�h '. \ 4 8 . / TRESIDENTIAL 1 G \ \ \ ��\��52 CB#21 T CB#23 CB 24. =u 89 20 56 67.66 . T/lA l A I/,1 1\/rA l TI I A T\ \ / \ \ \ T$� .0 .... ACCESS I VIV IV\7V I L_IV I r,n I \ !'� / .�(•` "' V-� A -,)A ,u\. ��n^ \ / `Lj \ \ \ \ �. \ .. ... �'`� ? C3E#25 `:- - _ - / //'� j� EX CB#5 \ \\ _ / " % `' 12" STORM \ `\ \� \.. SSMH#? r SSMH 10 18" STORM 1 IRRIGATION AI \ 1 \.`...:. SSMH ..8 r r - ------CO., s V\7V I L IV IV\7V\ W r R W SERVICE WITH \ / --- -- SSM 12 P o C ) . DCVA PER COR r r STD 340.8 G1 \tis\s I�oB#26....... '_"- 1FIRE HYDRANTQ CB#35 ............ P 45mTY p1g. 450II � 1 .; AgotiJ \I N Sy� ks� 455.30CB#30 WAS6456.30. Q 455.90 24" ST s ,h.• -. � ORM LOCK AND LOAD \ ... ....... 1 / nl ^rAl ^1 Ir'RRI T - /VL_vLl V :;nchhlL. I I I I I -I• �... RETAINING WALL-'(TYP) O W I _ ' I CB#15 _ Q.. CB#16 0 l 2 , Z M. 14 3599.;0-11.;0 � � 440.. N.. �� Ss .-' .. CB 19 . r 1 l i i r 1 0 54 7.20 I LJ,J c r\VI v I \7nr\ # i i 1 CB 18 _ V w i.. 456.30 0 41 -., 1 (%� A P - ;cc ;n nn,n .• ..-.. .:.:.. -CB# 17 ` ...454.6D........ , 5 I 10' 456.90 E I J I ER�� # . WATER Q... I./.� F L'' 10 3 I SERVICE :(TYP) LW 24 STORM i WATER UE 3 r R W \ \ i UE ' . 18" STORM i 1 ALLEY Z `Q N1 =- -_ x 1/6/26 1\ .. \ I : SERVICE (TYP) ,� 6 , Q w N \\ \ \ \ \ N I o SSMH#15 3 = o AIAI AA1/\ \/1ITAI A \ \ \ II' II I Nlis vnr:nlvV `�` \ �\ I 1 5 11 SSMH#13 456.46 457.50 E- Z I {:..: V E ,'3 993c-1120 o ; : ► \ `. TRACT A I 453.90 ! I _ LW I - I J 0 / $ , \ ► :I I: DRA AGE FACILITY 1 E 9 , EX TREES TO BE TY I" / r t1: IN ILI 8 SEW R „ . 1456.50......(k�` CB 27 , r Ago •` C RETAINED (TYP) ��: `..I I I I I I I: 450.80 I 8 WATER o i II K r 1 # 10.. i 38 0 I 1 :; � '. �' I I 1: I I i BEARING PAD \ 0 r I} I I I j I II p T 18 -.STORM I 4 UE 1 to / p I I a 11: u u'' ELEVATION (TYP) I I I I 1' I I r CB 32457.30: tC>1 / LOCK AND LOAD I 1 1 1 I:I 1 - 14 # ai +-, m WATER i / RETAINING WALL (TYP) d 1b \ .I, \�:- : w , O 453.10 j SERVICE (TYP) --- N� I I I 1= •� of ,( :,'r;EvNG C'r-ITEr� / ✓ \ \ - \ \ C Z 1 o I 1 m y � B R 441.fi0{ / / x 13 `. I �r 455.40 I .....LO N_Y ti , /TRACT B •� - � I � � .r � -- •'I. 455.1 ... � - - - x � � Lu M \ M`v I:I I I I.. FIRE HYDRANT 0 456.60.: 1 �z > 0 N / TREE RETENTION 'L� I. I I 1 I ' S TYP 1 ; � = 'I \ / rn r- 11^TI �p l I a� ( I •'-�'-.'.:::::-.... i I X � •� � � N / rnKER JV :1 1"� �• M�' i I I I I: ry \ 8" SEWER 1 I I iQ C Q lN0• A A 11•, A �,-,II A I , �jt .� :.... U� BEARING PAD i I IN nl vIJ n. h1L. I v N I A -,,A 1 ;;, , 0 ELEVATION (TYP) M > Ln ni Iv /.,.,.,..V IIVV / ? 37 0 i.... x r- 6' _ 1 : 7 35.5 1 N L i a . 12 I 454.20 6 / •?s, I .1 I I I. a7 454.30 is 0 N I , v. / ) A -)I( IAI Tr 1: \ I I �. Ln 450.20 / R/W I N ! V = ARK KlvV I RO': I I \ \ \ : / SSMH#14 CB 28 455.40 i N 1 m (, Op Y / nL.L,.nlvvCh t � :'\ \ \ .\ I SSMH#16... r i 4._ GRAVEL ..'--•I � I 1 \ / A �)1, -,1VV 1n inure r I 1 \.-� ----PATH TREE PROTECTION FENCE INSTALLED PER10 TREE RETENTION PLAN 'IT' PLAT BOUNDARY N89'54'07 425.00' - P(OH) P ON SHEETS 45 TO 52 / I I I 4 PERMEABLE L _PAVEMENT I Al 1 ./1 r U\./f I v-\/I v r\ III 0 WV i n A) /In nI / I /,1 1rl IF I/l^)I ;_7 - O r\, I LI \\7Vv V1v L/nVIL/ Iv T1 /I r--) nn1/,r1 n I I 1 I L ` I C�/'\AI TAI I\/AI A -)AT AAII \/A^ I /\ �)ATT[--)C`-\AI U+VVLL_r1V1\VIL_ / A-, AI - n �n n I VV(\L�\ nlV\7LL.n IA/, Un VKSC N' I of\I I nrl nhn I nl Vl n. UKC) l n l I Lhv`\./I V n i,Iv /' :.00' - IV:iV / A `�A, -, i�v ;n �^-,n _ rA1A rTl I r I P . 1, /'iv.�, ♦iV- IViV UTILITY CROSSING NOTES: WALL DRAIN KEYNOTES: L / nl IV /\ . V-1V/V A111.1 �1QQ 1n_.In Fn A�)A1 A1QQ1n_•In-n I�L_I VIVLIrI 1\+LL_nl"VL \ / n` IV /....v.,V IVvV i ni IV /\,...,\,V IV�1V I A�)AI1uuIIV`hnAnV �+ 1. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION �1 v -• CONNECT FOOTING DRAINS. / TREE PROTECTION ni 11n -i R-436013 W-436001 S-436001 WILL BE PROVIDED BETWEEN STORMWATER PIPE / FENCE INSTALLED PER AND OTHER UTILITY LINES AT CROSSINGS. �2 DAYLIGHT TO SPLASH BLOCK TREE RETENTION PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS ON SHEETS 45 TO 52 2. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION NOTES WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ®RETAINING WALL NUMBER ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: SPECIAL NOTE: 1. THERE SHALL BE A MINIMUM 10 FOOT SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET HORIZONTAL SEPARATION BETWEEN SEWER AND INTO EACH LOT IF SANITARY SEWER MAINS ARE WATER MAINS AND A MINIMUM 7 FOOT AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION SEPARATION BETWEEN SEWER AND ALL OTHER DEVELOPMENT. 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED NO. REVISION RK 9/26/25 TJS suRmm: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROl TJS N 10 N N Q J H H H N DEVELOPMENT ENGINEERING ` WATER UTILITY HBray 02/05/2026 JValdez 02/09/2026 00 Lu N CALL BEFORE YOU DIG: WASTEWATER UTILITY 1-800-424-5555 jstowell 02/05/2026 SCALE: GG 1"=`0' H0 EAU' D 1983'2011 CITY OF COMPOSITE UTILITY PLAN RENTON ONE INCH DATU M v4uvv HARMONY RIDGE AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH ICH IJO USA, CO., LTD SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N N OC O Z DA1/6/2026 z m FIELDBOOK: 0 O PAGE: DRAWING NO: LU Q V SHEET: 13°F: 66 Z: m � o o N ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A FOR � N N � HARMONY RIDGE F.- j 0 lot 20' 40' A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. 51 I- IT L Do N N N Iv a� / 00 rn N N N to O O O N LL L� STORM STUB TABLE LOT # INVERT ELEVATION 18 IE = 453.30 (6") 19 IE = 453.50 (6") 20 IE = 452.90 (6") SCALE: 1"=20' CITY OF RENTON, KING COUNTY, WASHINGTON 6 LF 6" PVC "-®--25.50% I ...._..... 19 :.CB 20 SEE CONTINUATION ON SHEET 21 WD 456.50 RIM=456:00 455.90 -. EX OFFSITE TRACT C RIM=456.10 23 LF 6" PVC IE=451.37 (6") I ,`46 LF 6" PVC 10' STORM ° 17171m 0TREE RETENTION IE=454.60 (6") ® 7.06% IE=451.37 (6„) ...z ... ®6.05% EASEMENT N INTERSECTION " TREES (TYP) i 49 LF 6 PVC IE=451.37 (6") i CID 41 LE 6" PVC TRACT D W LU :� STA=11+41.93 ROAD A - 0=90'0352� w SEE CURB RAMP ®2.29% IE=451":20 (8) RIM=455.98 I TREE RETENTION (n I . .I STA=30+00.00 ALLEY Z- R-25.00 a -,r r,Tr�r l DETAIL ON SHEET 15 CO �i 6 LF 6" PVC i IE= 53.20 (6") ®� .00% ;1 _--- - L=39.30' :....V. S3 RIM=456.00 � 1 -- _ IE=453.00 (6) @ 2 .33% Q a vll I VI hLlvI VIV �. 0 AP 202 05= � 9� . 1 �,_\ 456.06 1 � EIM453.33 (6")--------- - __--- a - a� .................... ./... m o : j 136 LF 12" \\� r 6, 4 I -------- -- -- S2 I -------------------- -- � " -: DI (PUBLIC) d ° d 4 CO ° ... 5 SIDEWALK----� / Sys R �' ° ° d ° 32 LF 6" PVC 2.00% PVC d d A. S8� 20' - 6ffW 67.66$ 22 LF 6 PVC 62 LF ° .:. ..-. RIM= 656.E 8 --.. � � . 18 p d ®2.29% » 5.73%. P d a d S2 SD (pV i<, ° IE=45 .8 (") 18 LF 8 PVC 8 LANDSCAPE 8 \--- 0 CB#22 I BLIC) 8 ° . " 1 a ,... ;..:.d:4,B ° - 113 LF 18" SD (PUBLIC) CB#25 102 LF 18 SD (PUBLIC) . ®3.39%. . - _ QeeeeHeeeeee #24: " 6 CB#23 /d ° :25 LF. 18 Q �CB#21 25 LF 18 8" SEWER o Ln O`� SD (PUBLIC) �;n O N o SD (PUBLIC) O 20 LF 8" PVC _ - - _ _ - 1 - - - - 1 STOP BAR PEI ® 3.05%------------- 2 COR STD 128 S3 =-° w W ROAD W 7 - - 4 RESIDENTIAL ACCESS Y d e ..� 3 :.: C13#26 8' LANDSCAPE ° I; 2S' •d ,d d - a - d-.. 6 LF 6' PVC CB ° SEE INTERSECTION 2 `� . K ° - ,,- ®3.85% BRIM=456.27 DETAIL ON SHEET 14 3 :--__._R1W__ SIDE P ` IE=453.07 (6") DRIVEWAY SEE----�'------------------------ i ` : �`�, PROCATION (ems �' d IE=451.47 (8") C.O.R. STD 104.3 STOP BAR PER .- ° MAILBOX _ COR STD 128 ON SHEET 32 I INTERSECTION SEE INTERSECTION 65 LF 24" 456.30 �`� -� p d STA=12+60.44 ROAD A 11 169 LF 18" SDI (PUBLIC) DETAIL ON SHEET 14 .. / SD (PUBLIC)FIRE HYDRANT d: ° m a a S STA=40+00.00 ROAD B 455.90 ALLEY Z TRACT A 17 (TYP) 0 p W4. 'I I :: 1 • I I DRAINAGE FACILITY ......................45.2 z W I 456.90 w �' 16' - I �i��•��•�•�•�•�•�� LOCK AND LOAD 455.30 Q U) a sMIN .:d. Q w a � " BEARING PAD ' SEE CONTINUATION RETAINING. WALL (TYP) QsO W 77°LF 18 SD (PUBLIC) ��•�• �•�•�� ELEVATION (TYP) ON SHEETS 22 & 23 "' �' 1'r'� I SEE CONTINUATION ON SHEET 18 SEE CONTINUATION ON SHEET 17 470 465 460 455 450 445 440 435 430 425 SEE CONTINUATION ON SHEET 20 momomm LU .a EX OVERHEAD POWER LINE (TYP) J EX I SITE MAP KEY PLAN I W \ w 1 , �. DRIVEWAY DRAINAGE NOTES: I / a � I. Na 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS Q NOTED OTHERWISE. ' IEX = o _ "� » FIS'rE R GI"vGER L_ F.. z SEWER Al"- ,' 68 r300-C300 2. CLEANOUTS SHALL HAVE A MAXIMUM 100 ' I N. SPACING. ' r INTERSECTION II r I "I" STA=10+00.00 ROAD A 3. PERFORATED STUB -OUT CONNECTION SHALL BE STA=40+00.00 116TH AVE SE INSTALLED ON EACH LOT AT THE TIME OF HOUSE a CONSTRUCTION PER DETAIL ON SHEET 30. EX SIDEWALK NOTE: : EXACT LOCATION AND NUMBER OF SIGNS TO 0 N BE CONFIRMED WITH CITY INSPECTOR PRIOR '---:--- I 1 x TO INSTALLATION OF ALL SIGNS (TYP). LID "A U N° W Cf d ° EX NOTES: . li DRIVEWAY ° / I TR�i v ni vv i Tii�i vL� 1. CATCH BASIN GRATES TO BE STANDARD LOCKING I � EX 6" AC rn d VANED GRATES PER COR STD PLAN 204.20 I , WATER _ I � _ A?�v 6� h ,nn_n 4n UNLESS OTHERWISE SPECIFIED. d /e` j I 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF i s W � a GRATE. NOT CENTER OF STRUCTURE. W I W P(OH) P(OH) i :; I W 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR r� Ago EX POWER STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO CB#35 .1 yl :.°- \POLE BE INSTALLED PER COR STD PLAN 201.00. is I� AayJ 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS ,��•�� •�•�' ° "� •�•�•� �� OTHERWISE NOTED. SEE CONTINUATION ON SHEET 19 HORIZONTAL 0 10' 20' 40' L - 14+34.99 HIGH PT STA - r LO SSD PROVIDED: _+15.5 LO L M Mr., Ln N Ln N Ln N Ln N Ln r Lo Q N N _ O z r7W IW I cli W W W - U W O] Lo U U O C" LOW e- p J W 0 CENTERLINE LU :E: w W l - o-- i -LAItiIING GRADE - 8" WATER \ _ 1 3 0 IS" SU LF 2 4 » » » D ® 169 (PliBU» - I IN FROM 25. S » .. 14U LF 10 TYPE 2-4 _ f f n f = n - » » f _ - f RT - 09 �iTA- - » » - _ » Lit )AD A OUT TO CB#16. SEE SHEETS 22 & 23 17110 r1rTAII Q. „_ r „_ , �� LO d LnDO 0) �O 0) co0 M 00O n LO ^ 'tD0 I� ter` v- Ln� v- �N (0 O LO -O O 00 O 00 I\� (0 �� I� O 00 CI! LO LO 0) DO co LO LO 0 Ui O Lo LO N (p (p O O L6 O 1n O LO LO � O ��, O It 064 � DO 4 O � O wj CO Lo CO L6 CO �� Ln ��, Ln�, ��, ��, � LO Lo �L, "t� ��, � d)w, d)W, LO Lo � U') LO U) LO LnLo d)W, I •t--t V 14+00 13+00 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►i REVISION RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL• NAD 1983/2011 DATU M CITY OF 14) RENTON Planning/Building/Public Works Dept. 470 SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' 465 SCALE: 1 "=5' KEYNOTE: O SPOT ELEVATION AT EDGE OF ALLEY/BACK 460 OF CURB, AT CENTER OF LOT. O6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS ® 1.00% MIN (TYP) © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY. 455 CURB RAMP NUMBER. SEE XX SHEET 14 FOR GRADING DETAILS. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 33 450 S1 "FUTURE ROADWAY EXTENSION" SIGN S2 OM4-3 RED DIAMOND OBJECT MARKER S3 END OF SIDEWALK SIGN PER DETAIL ON SHEET 33 445 ® TYPE III BARRICADE. SEE DETAIL ON SHEET 32 UTILITY CROSSINGS IE 8" W = 451.00 A IE 8" W = 450.52 440 T/P 18" SD = 448.82 T/P 18" SD = 445.33 IE 18" SD = 443.70 IE 24" SD = 442.11 T/P 8" SS = 440.36 ZL T/P 8" SS = 438.79 435 CALL BEFORE YOU DIG: 1-800-424-5555 430 R-436016 W-436002 S-436002 O N S %f �F W A Sy1 Niz, o z 0 410 01STER AL 1/6/26 J O J v � C 7 t C � � i LU �N � M i Q 00 C4 t C:Q� i a-1 f V cMv W O U a) Y N r N 0 N , u co Q J O O O O co N Ir WE IN COMPLIANCE WITH CITY OF RENTON STANDARDS 425 DEVELOPMENT ENGINEERING A10114116c Surface Water Enginering ,, ,� HBray 02/05/2026 jfarah 02/05/202600 _ Lu N 04 WASTEWATER UTILITY �' WATER UTILITY 0 cV jstowell 02/05/2026 Haldez 02/09/2026 O 30 Z DATE: ROAD AND DRAINAGE PLAN 1/6/2026 Z 00 O PAGE: AND PROFILE - ROAD A oK: O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEEN 16 OF:66 = pp CO QD O N N O � � 0 LU 0 z 0 75 Q w X ry Q Y 2 a U U) mi a- r- N N O 1-1 E a 0 7 N E 00 Cn N N N c c a� 00 Cn N N N to O 0 O N LL L� ROAD AND DRAINAGE PLAN AND PROFILE - ROAD B FOR Z - HARMONY RIDGE 0 10' 20' 40' A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. MEN SIEMENS SEE CONTINUATION BEARING PAD CITY OF RENTON, KING COUNTY, WASHINGTON SCALE: 1"=20' ON SHEET 16 ELEVATION (TYP) TTLRs0 .�.�. _•• 11 9 8 - - - . - 10 7 N I I\LI VI VLT�� R+L-L nll VL- - - 4' PERMEABLE ,^,P� 7399 0-104C ° I 44S �. 456.50 455.40 454.30 a 455.90 S� 456.90 PAVEMENT 113 LF 18"----------------------- -------- �- i EX TREE ( BE ------------------- - I I RETAINED TYP I SITE MAP KEY PLAN � I SD (PUBLIC) _ \:: : r'' 4------------------ - ----- DRAINAGE NOTES: =� cn R W ------ �...:: °�. S = a ° ° °a FIRE HYDRANT ' ' ' ' I.. 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS I ° ° 5' SIDEWALK 6' a ° ° a: ° ' NOTED OTHERWISE. _ a:: ' ° ° . °. ° e a ° :. (NP) - ` 4' GRAVELI a ° tl . 25 i 456.06 1 ° ° ° CB#29' `�-J 8' LANDSCAPE ��'� 160 LF 18" SD PUBLIC CB#31 ° P \ PATH i 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' 21 77 LF 18 SD (PUBLIC) o SPACING. o P 455.90 CB#24 \�A�24 LF 8 18" HDPE PIPE (PUBLIC) 5 � I 3. PERFORATED STUB -OUT CONNECTION SHALL BE 2 2 3 SEWER INSTALLED ON EACH LOT AT THE TIME OF HOUSE / RO AD B 24 LF 12" _ _ CONSTRUCTION PER DETAIL ON SHEET 30. N _ - /i RESIDENTIAL ACCESS o 6 i' NOTE: Ix9. STOP BAR PER SD (PUBLIC) cn o `-----` -/ COR STD 128 W ' W I ,R,"-,T^ SUI<C EXACT LOCATION AND NUMBER OF SIGNS TO W W W CB#32,! I BE CONFIRMED WITH CITY INSPECTOR PRIOR INTERSECTION _ 3 4 ° C ° I TO INSTALLATION OF ALL SIGNS (TYP). °. STA=12+60.44 ROAD A a ; :. CB#30 a 0 43 LF R45' STA=40+00.00 ROAD B 1 8 RIM=453.72 .. `® 2.00%' �x ° 0 ° 50 LF 6" PVC o 8 LANDSCAPE " ° I a S• FIRE HYDRANT ®1.46% ° �. IE=450.72 (6) ° 1 I m 4 w 4 - a ° (TYP) ° ° ° 5 SIDEWALK p .» . ° a 50 LF 6 PVC Q P ` R%W ��'® 1.46% ®19 53%PVC �� Q i a KEYNOTE: L) 1 455.22 20 °. o Q , ... m 4 454.7 456.50 1 �, CO _ 6 LF 6" PVC 102 LF 18" O o SEE INTERSECTION 6 L ®62 OP EIM452.18 (6") ®2.50% SD (PUBLIC) I w I DETAIL ON SHEET 14 CO 16 .._._..L�_ .,�..._ .�.1 . 455.30 454.60 SEE CONTINUATION ON SHEET 16 465 460 455 450 445 440 435 430 � o ?s /' O1 53.72 453.10 Cl SO / CO 6 F 6" PVC RIM=454.45 0 3.00% DRIVEWAY SEE 8 LF 6" PVC CB IE=451.45 (6") C.O.R. STD 104.3 ®3.11 % ��. RIM=452.97 ON SHEET 32 IE=449.86 (6") P 15 14 IE=449.86 (6") 453.90 ° 453.10 IE=449.69 (8")i° BEARING PAD ELEVATION (TYP) v.O s CO - RIM=451.18 IE=447.54 (6")� 1�3� 450.60 6 LF 6" PVC 0 1.00% C 14 LF 6" PVCa a: 0 1.00% 6 LF 6" PVC , ® 1.58% 0 V_ 12: 450.20 OSPOT ELEVATION AT EDGE OF ALLEY/BACK OF CURB, S N' AT CENTER OF LOT. Zo -L O6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS @ 1.00% MIN (TYP) NO PARKING - ANYTIME" SIGN TO BE INSTALLED 0 BY APPLICANT. EXACT NUMBER AND LOCATION TO P SEE CUL-DE-SAC BE DETERMINED BY CITY °q i DETAIL ON SHEET 15 18 LF 8" PVC:1' XX CURB RAMP NUMBER. SEE ® 0.84% I ❑ SHEET 14 FOR GRADING DETAILS. I CEI ❑ ROAD NAME SIGN AND STOP SIGN _� / RIM- 450.68 " JACI<SC�: T�ICI`( I; INSTALLED PER DETAIL ON SHEET 33 IE=447.10 (6) A �� I -• %IN IE=447.10 (6") IE=446.93 (8") Il 1 I __X TREES TO BE RETAINED (TYP) 0 LU Ld 0 LU fA oNG co w GRADE ENTERLINE w ci POSEi GRADE U \ � \ m / 8" WATER 4 - 2 IF 16 SD0O. L 5 3 1 » ll HDPE-r _ > LT > o - n- - STA_ _ » _ - - - - » TYP •• » vy) EXISTING GRAD » - » - - - IIE- » = - » » - - - 5' V 00 CENTERLINE �M 0')N � N � N roOq N 00 N Ill N 0! N ca N nOCp N � N N N 00IS)00 i N N 0) NN N(6 0-) Ui 00U-) �U7 COS �� 00 O1+j �M 6 Sri Ln r- C� �N 17N �� p� p N OO �� O V) 0 Illt � L() � L i 0 � � In 0 LC) LO In LO L(� Lo In � In LID L(� � Ln 0 Ln �('� In � Ln U-) LC) LO Ln d � It � d � d 't � � d � d � � d � � � 't 19+60 20+00 21+00 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►i REVISION 22+00 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS 465 HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 460 VERTICAL 0 2.5' 5' 10, SCALE: 1 "=5' 455 450 445 440 435 430 23+00 23+80 SCALE: r1 _ H 1 "=20' HORIZONTAL. NAD 1983/2011 V 1 "=5' CITY OF �® RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 5. ROOFTOP RUNOFF FOR LOTS 12-13 ARE COLLECTED AT THE FRONT OF LOT. UTILITY CROSSINGS IE 18" SD = 443.70 1 T/P 8" SS = 440.36 IE 8" W = 450.52 2 T/P 18" SD = 445.95 IE 12" SD = 446.10 3 T/P 8" SS = 440.64 IE 8" W = 450.79 4 T/P 12" SD = 449.13 AIE18"SD=445.12 5 T/P 8" SS = 441.92 8" W = 448.5A2 6IE T/P 18" SD = 446.75 STORM STUB TABLE LOT # INVERT ELEVATION 7 IE = 444.54 (6") 8 IE = 444.90 (6") 9 IE = 445.26 (6") 10 IE = 445.32 (6") 11 IE = 445.68 (6") 12 IE = 447.20 (6") 13 IE = 447.60 (6") 14 IE = 450.10 (6") 15 IE = 450.90 (6") 16 IE = 451.60 (6") 17 IE = 452.30 (6") CALL BEFORE YOU DIG: 1-800-424-5555 o nor_n�� ni nor_nno o nor_nno O N S k �F W A Sys Q � o Z 0 410 01STER NA L 1/6/26 J O J v � L C � i LU (V � M i 000N ad1fV is cQr4 P 3 i L0 4-7 f V cMa 00 O U or-0(1)N Y r N O N N, u N Q J 0 O 1 N Ir ra IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Lj;arah ace Water Enginering HBray 02/05/2026 02/05/2026 ' 00 Lu N WASTEWATER UTILITY WATER UTILITY , 0 cV jstowell 02/05/2026 ' Naldez 02/09/2026 O z DATE: ROAD AND DRAINAGE PLAN 1/6/2026 Z O AND PROFILE - ROAD B FIELDBOOK: O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q LU 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 17 OF`66 = m CO � O � � N N O � � 0 W 0 z 0 75 Q Q) 0 V V) 12 n CV 0 E i 00 N N N / 00 N N N / O CD CD N N li! / H Q) a iT SEE CONTINUATION ON SHEET 16 .._ . r 1_ 1*N_I I_m 89-20,�§ l 67.66' lm i*.r.■ ... . I I r I -- -- 456 ---------------- 2 W a: W\� N uj ..a. cn 1 sus 455.80 9., 5�0 456.30 Cl Q i Q g 3 LF 6" PVC 50 LF 6" PVC PUBLIC STORM _' = 0 10� ®1.03% 01.03% EASEMENT -°----- a a I Q� z ..... °° UE CO RIM=455.91 .401IE=452.77 � (6") 455.89 2456 13 CB#26 O ° 169 LF 18" SDPUB° SOi16'12"`W 100 1 48f CB#25ILO TRACT D I ILO I v as �� TREE RETENTION INTERSECTION 1 W 25 SD LF 18" PUBLIC°_ ( ) 0455.96 --- ---- O1 456.441 STA=11+41.93 ROAD A STA=30+00.00 ALLEY Z 111 i V7 00 a. I I 1 113 LF 18" IN SD (PUBLIC)° I � 1 470 465 460 455 450 445 440 435 ROAD AND DRAINAGE PLAN AND PROFILE - ALLEY Z FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 3 -------- 4 - 456.40 456.00 i � 455.10 CO „ -3 LF 6 PVC 1 3 LF 6 PVC RIM=455.00 ® 35.00% ®1.83% :. IE=452.03 (6") 50 LF 6" PVC -3- LF* 6" PVC I 50 LF 6" PVC CO ® 1.03% 0 55.33% CO ! C� 1.83% RIM=456.35 IE_452.25 (6").f456.4001 » I 1 6 LF 8 PVC __ RIM=455.91- -I 1 455.10 =� 25.85%-IE=452.94 (6"))z: n455.96 ° 150 LF 12" SD (PUBLIC) ° CB#27 �4S c� �, N ALLEY Z _"-SEW ER - o� Lai -, \456.240 0455.40 I v:10 90 SEE CONTINUATION I 456.90 BEARING PAD ON SHEET 16 ELEVATION (TYP) Z� 0 10' 20' 40' I SITE MAP KEY PLAN I SCALE: 1 "=20' DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. r z 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' m SPACING. 454.20 3 LF 6 PVC ®2.53% g TRACT B 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE 49 LF 6" PVC 5 TREE RETENTION CONSTRUCTION PER DETAIL ON SHEET 30. /_3 LF 6" PVC 0 1.83% CB \\ NOTE: @ 2.33% RIM=454.09 EXACT LOCATION AND NUMBER OF SIGNS TO 1 1�4 IE=451.12 (6")I In lr4___� l KYI � r11 "I L-LV LLr BE CONFIRMED WITH CITY INSPECTOR PRIOR .54.09 » IE=451.12 (6 ) J+OU1E.HVI�VIL7 - TO INSTALLATION OF ALL SIGNS (TYP). ni IV / i .. ..vV- IIJvV IE=450.96 (8") CA C13#28 r 6 LF 8" PVC o ® 2.53% 1 O r I o A TT ER S\1I I n l l \ 0454.20 !"IE In Ir TI R I_ A II Ii- TIL_ r \LI EN',NE I ri I \+LL_nll VL A -,A I -� 1 ;!l �n 4 n Al TREE TO BE RETAINED (TYP) r r � of --EX -- 7 4' GRAVEL PATH i� I:� 04 � 04 454.30 r - - 4' PERMEABLE PAVEMENT o u7 -0) -0') U) `n `n Q Lq o - Q w O N F14 PI) � M W LLI O (n (n LI.I U U M J M 0 - _9 CENTERLINEL m " WATER \ 1 yp ., -53.46» -4.79 CB#2 _ „ki TYPE _ m--4.57 -4 » FXISTING GRAD DO O DO (0 O cDL0 M � N � L0 O N oM 0M M Ln 0) O- I- N O Lnr- M O -41 N N N N N N 0000 N I� 00 O N N O O (0 N r- 00 � Ln Ln Ln L6 N L6 r7 (0 I'n (6 N (0 (D r (6 �n (6 Ln L6 �n ui cD LC) 6 ui 6 4 (_0 4 L6 M Ln 4 h7 Ln � Ln Ln LO Ln Lf, In v) Ln u) Ln n � �n rn Ln Ln w) Ln a-)n LF)L Ln rn Ln rn Lrn Ln LO U) LO m Ln � 29+50 30+00 31+00 32+00 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED 081 REVISION NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 5. ROOFTOP RUNOFF FOR LOTS 7-11 ARE COLLECTED AT THE REAR OF LOT. 470 HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 465 VERTICAL 0 2.5' 5' 10, SCALE: 1 "=5' 460 455 450 445 440 KEYNOTE: OSPOT ELEVATION AT EDGE OF ALLEY/BACK OF CURB, AT CENTER OF LOT. 0 6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS ®1.00% MIN (TYP) UTILITY CROSSINGS IE8"W=451.00 1 T/P 18" SD = 448.82 KEYNOTES © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY STORM STUB TABLE LOT # INVERT ELEVATION 1 IE = 452.80 (6") 2 IE = 453.30 (6") 3 IE = 453.40 (6") 4 IE = 453.00 (6") 5 IE = 452.10 (6") 6 IE = 451.20 (6") 0 N S k Q- OF W A Syi o Z 100 4�0 �Ql- s/ONA L ENG 1/6/26 • J O J v � C _ 7.3 7 t � C � m i W �N � M � C Q 00 fV is cQ� m 0 W U �, Y N r 435 R-436018 W-436004 S-436004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % Surface Water Enginering 33+00 33+80 HBray 02/05/2026 ' jfarah 02/05/2026 ' c* _L __a W cy CALL BEFORE YOU DIG: WASTEWATER UTILITY � �' EJValdez ER UTILITY 0 N 1-800-424-5555 jstowell 02/05/2026%j I 02/09/2026 '� O RK 9/26/2 TJS SURVEYED: SCALE: » ATE. > Z ANG 1 /5/25 TJs H 1 =20 HORIZONTAL- NAD 1983/2011 _ CITY OF ROAD AND DRAINAGE PLAN 1 /6/2026 Z O DESIGNED: V 1 "=5' `+ FIELDBOOK: RK RENTON AND PROFILE - ALLEY Z PAGE O DRAWN: RK ONE INCH DATUM HARMONY RIDGE DRAWING NO: W CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. BJT IF NOT ONE INCH ICH IJO USA, CO., LTD Q V BY DATE APPR APPROVED:TJS SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET.18 °F' 66 = pp N O LO N , u N Q J 0 0 0 0 N Ir ra CO (0 O N N O 0 LI (D 0 oC z 0 75 Q U (n Q 00 0 cV O N N 1-1 00 N N N Iv / 00 N N N / to O 0 0 N ILL L� 0 10' 20' 40' SCALE: 1 "=20' ■ TREES PROTECTION ° FENCE INSTALLED. PER TREE RETENTION PLAN ON SHEETS 45-.TO 52 o W C*4 cn � I �. ° Lu I N o Lu N = I_ + �--___44.Q — Z-----_____------ Z 022 o �. on .4.............. j 112 Lf 1,)" ch Lu Q _ - - - _ JZ 0 V I , I 1 C� 455 450 445 w to W 04 U 1 Lu N = 440 + cj) Z QO C 0 435 ? Lu H Z_ Q J = Z 430 V F- QO � V 425 420 OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ------------------------- __y._. ----------- 15' ACCESS/ ------ _ __ ------_I-- ROAD _432_ EX WOOD \ FENCE \ \ Al IC )�)I I-)rr I A \ /r-,- \\ Mu'R. nhEc unIVIL.: + 3AA Rr r1 \ ir /'':� u-115V \ v ......452- VI I Y VI hLIV I VIV --------"--... nI N %j '505 . IV... n If,, Ivr-n I n v\nr\ 1V\7V I LIV IV\7Vli JI II Inn lr\ T r1V Vl 4\7 1 �P"r' _310-9,30- i 1 t0 ....... __. ........ — Ad7------------ EX RETAINING WALL NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 90, :. •4**PAI ON 55 LF 12" SD (PUBLIC) <•1 PROPOSED 20'X6' CHAIN LINK GATE TRACT A DRAINAGE FACILITY PROPOSED 6' CHAIN LINK FENCE TRACT B TREE RETENTION 0 10' 20' 4( SCALE: 1 "=20' VERTICAL HIGH PT - 43954 1 OW PT Fl EV = 0 2.5' 5' 1( _ = 450 'v SCALE: 1 "=5' 00- 00- °' 00 N N m o 445 to r� z � � N O O Ld I w w w U U (n (n U U >LdLul — — — � 440 PROPOSED (RADEI (STING GRADE° CENTER L 435 0 CENTERLINE "I ® _ oe "So 0 ° 430 D BLIC) 12. SEEE ° P FROM CB# SHEET 23 0 DETAILS. -IN TY / SOLID " _ - (PUBLIC) 6.56% » E) 420 IC'— " = _ — V. , = 9 3_ _ = 1 " »PROPOSED SD-0 O t0 Ln r7 0 O Ln� rr) 0 O coo DO N r7 0 0) MU-) 0)V-)O r7 ro � 7— Ln r� r� 0) co O M N N NN Dp CD r7 � N 00N P" M r7 r7 N �N co co r7 N r)N If) r7 (0 o -t r7 O Do CN. rrj Ln 0 r7 0 N 00� 't � r7 0 W) �� W) 00 r7 0) � 00 M 0)_ M O qt 64+00 63+00 ACCESS ROAD OFFSITE SCALE: 1 "=20' H, 1 "=5' V 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 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 19/26/25 TJS 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS NO. REVISION BY DATE APPR 62+00 SURVEYED: SCALE: H 1 "=20' V 1 "=5' DESIGNED: RK DRAWN: RK ONE INCH AT FULL SCALE CHECKED: BJT IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: TJS VERTICAL: NAVD 1988 HORIZONTAL.• NAD 1983/2011 DATU M 61+00 CALL BEFORE YOU DIG: 1-800-424-5555 e, CITY OF RENTON Planning/Building/Public Works Dept. I SITE MAP KEY PLAN � 0 N S %f �F W A Sy1 ' z LNA 24�0 1/6/26 J O J v � C d i _ 7 � t . _ pf �O C � � i Lu (V � M i Q 00 CA � m � �d1fV c QQq L0 i L0 4-7 f V cMa W O V or-0(1)N r c Y L0 R-43602b VV-43bUUb 5-43bUlUb IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Alolltk IL N N O O N M u N Q J Q0 O O O O N Ir ra HBray 02/05/2026 00 LI 04 r (D N WASTEWATER UTILITY WATER UTILITY 0 jstowell 02/05/2026 ' Fjvaldez 02/09/2026 ' Z OFFSITE UTILITY ACCESS 1/6/2026 z IIn ROAD PLAN AND PROFILE FIELDBOOK: O O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD LU Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 25 OF:66 = m CO Q0 O � co N0- N O Ir '4 0 Lu Lu 0 rr z 0 75 rr Q E 0 0 00 N N N / 00 m N N N to O O 0 N a_ 0 10' 20' 40' SCALE: 1 "=20' OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SHEET 28 • • ■,� • NTINUATION mot.. _E CO .�•as■�'�'� SE ,i .use ■asp . 1 mI 36....... •. 0 VI I I VI RENTON I VIV o, «ll��JJJJ EX 16" 1s a 55 00 A[) 1l1 AI 2r175 1rl^' to �2 III I I EX DITCH rn WATER I ID X ii 3� EX OFFSITE TREE TO as BE RETAINED (TYP) EX 100 . MATCH I / EG 3:. EX UNDERGROUND _ A PORTION OF EX DITCHJV TO BE RELOCATED O 15' ACCESS POWER LINE (TYP) 437.31 _ _ _ _ _ _ _ C B#8 ROAD 39 LF 12" �� g� 7 2 LF 18 - :.� I SD (PUBLIC) ��: S (PUBLIC) :... 7 -----4 EX 12" DI WATER C 8" SEWER 1 1 PROPOSED 6' CHAIN LINK FENCE PER DETAIL ON SHEET 33 8" SEWERS -- I----_ ROLLING HILLS 590 ----- - 12" SD PROPOSED 20 6 PRESSURE ZONE Gi _ CHAIN LINK GATE 22 -LF nI I I.I., IIII I III 4 5 m 2 6 ( 168 LF 12" SD 11 ,." I ni.r IInL.r^ :-vl ICB#5 --- ------4.... - - _ CB#6 40 LF 12 SD C #7 - V IL_L.I-l\7L rI VIVIL.) I II- - AJAI -+�uu�n n77n I , 1�: I� 3 �~Ji 436.75 ....PROPOSED 6' CHAIN EX UNDERGROUND : m I ; ; ; LINK FENCE --PER DETAIL TELEPHONE LINE (TYP) :W I� W / •E- ON SHEET 33 243 LF 12" i i I II r EX CULVERT TO -PORTION OF EX DITCH - SD PUBLIC 1 ; BE REMOVED TO BE RELOCATED EX WOOD ( ) WARNING EXISTING 16" OPL FENCE EX 16" CI WATER PETROLEUM PIPELINE. SEE :I ROLLING HILLS 490 ' r A Tlr A TRICK 3�i ' I 436.45 �I POTHOLE NOTE ON THIS SHEET LjL/ I IL P„ I V PRESSURE ZONE iv'IARR+JiiviT�i MATCH EG „^ .......•I A6)AI n 1 An EX SIGN i 1 14 EX DITCH I Y i ,;�9 3v- 12 n II . ��■�..��It ■ia ja SHEET 28 �■�'�'��NTINVATION ON SEE CO HIGH PT STA = 66+30.09 A-^ HIGH PT ELEV = 439.07 CAUTION: PETROLEUM PIPELINES CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. BP FIELD REPRESENTATIVE GARY GOMEZ (206) 510-0575 UTILITY PROTECTION PLAN (UPP) THE INSTALLATION OF THE PROPOSED 12-INCH STORM SEWER AND 8-INCH SANITARY SEWER LINES WITHIN THE DESIGNATED UTILITY EASEMENT ALONG THE SOUTHERN PORTION OF THE CITY'S RESERVOIR PROPERTY WILL INVOLVE EXCAVATION TO DEPTHS OF UP TO 19 FEET. THIS WORK WILL OCCUR IN CLOSE PROXIMITY TO, AND BENEATH, AN EXISTING 16-INCH CITY WATER TRANSMISSION MAIN AND A 16-INCH OPL PETROLEUM PIPELINE. PRIOR TO COMMENCING ANY WORK IN THIS AREA, THE CONTRACTOR SHALL: -SUBMIT A UTILITY PROTECTION PLAN (UPP) DETAILING METHODS AND MEASURES TO PROTECT THE CITY'S WATER TRANSMISSION MAIN, INCLUDING THE ADJACENT THRUST BLOCK, AND THE OPL PETROLEUM PIPELINE. THE UPP MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. -SUBMIT A SEPARATE UPP SPECIFIC TO THE PETROLEUM PIPELINE FOR OPL'S REVIEW AND APPROVAL. A+av 445 440 435 430 425 420 415 410 TREE PROTECTION QO FENCE INSTALLED PER 1 TREE RETENTION PLAN ■ O ON SHEETS 45 TO 52 1 ■ 91 , O -W U-) o -W N 1� ~ ■ 1 I.LI Lu --- , N = 4____ _ _ _ ♦ (n o CB#9 5 LF 12" , Q SD (PUBLIC) - �- Z SF-1 ___ , 1 Q STORMFILTER 94- _ _CB#10 I W Q RIM=434.70 Z IE IN (NE)=429.05---� - IE IN (SE)=428.55 J 42 LF 12" Z IE OUT=425.50 D (PUBLIC ---- _E SHEET 24 FOR DETAILS__---- O J,9 - S--- ) .. O -EX SHED EX WOOD FENCE /- 1./I IlTrrlf l 11 / , YY r11 I LI IL_L.L/ / ■ Ir A A IA IrTTr R TIE, U, L/•91 VI VL I I L ♦A I TIE, / ,� P"7 10030-1230 ■ Pro - !• - �� •- • - - _I E �� .w wow �� _ • ■ •_ ■ C .I ws11�� „��>tlfyll►[�Ih:L1%]■ G' -��_� r - G' uwaww■ w■lia w� �_ = � �� -■ - �. 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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) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 66+00 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED BJT BY DATE APPR APPROVED: TJS 65+00 SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 50 I SITE MAP KEY PLAN I NOTE: PRIOR TO START OF CONSTRUCTION, PROPOSED FENCE ALIGNMENT TO BE WALKED WITH THE ENGINEER TO CONFIRM ITS LOCATION. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. •45 HORIZONTAL 0 10' 20' 40' Ong iii SCALE: 1 "=20' VERTICAL 40 0 2.5' 5' 10' SCALE: 1 "=5' 35 Lu W cV W 30 N W_ CO Z Q Q •25 Z 1 Q W H Za J 20 _� I- Z Ca 'Q1 C V •15 .10 KEYNOTE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. UTILITY CROSSINGS IE 18" SD = 437.10 T/P 8" SS = 426.16 IE 18" SD = 436.83 T/P 12" SD = 424.83 IE EX 6" GAS* = 435.16 T/P 12" SD = 424.63 IE 18" GAS* = 431.02 T/P 12" SD = 424.63 IE EX POWER* = 437.21 T/P 12" SD = 424.63 IE EX 16" W* = 432.21 T/P 12" SD = 424.93 IE 12" SD = 427.56 T/P 8" SS = 426.53 *EXISTING UTILITIES POTHOLED AND EXACT ELEVATION VERIFIED 10/22/2025 BY BARGHAUSEN CONSULTING ENGINEERS, LLC. 0 N S k �F W A Sy1 ' z �"10�24�0 �Q,- IS 1/6/26 J uJ � C � � 7 : t . _ 0 of i W (V � M i 000N is �0")N c: < # > j i r. L0 a-+ f V cMv W rO, V a) Y N r R-436026 W-436006 S-436006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N 0CD N LJ N J O O O N ri7 HBray 02/05/202600 W C*4 CALL BEFORE YOU DIG: WASTEWATER UTILITY �' WATER UTILITY 1-800-424-5555 jstowell 02/05/2026 JValdez 02/09/2026 HORIZONTAL. NAD 1983/2011 ° CITY OF RENTON DATUM Planning/Building/Public Works Dept. OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N ON EE Q Z DATE: 1/6/2026 z m FIELDBOOK: O O PAGE: DRAWING NO: W a� SHEET: 26 OF: 66 = m CO Q0 C) co I I N N O 1 I I W 0 z 00 75 rr Q 2 a y •i Q) a U a- r N kn N CD N 00 \ N W E \ L 00 N N N Iv / 00 N N N / CD CD N N a_ H Q) a rT LINK FENCE TYPE 3 OR 4 - . __.CHAIN PAY LIMIT i GATE POST (TYP.) - 3 1/2- (IN) v DIAM. (NOM., SCH. 40) w PULL POST ! HOG RINGS - SPACED W ! Q 24• (IN) MAX. (TYP.) m TENSION HARE J m i TENSION WIRE FABRIC BAND (TYP.) TENSION WIRES STRETCHER BAR (TYP-) BOTTOM TENSION WIRE (TYP.) (NOT REQUIRED FOR CHAIN LINK FENCE TYPE 4) N Uj m m m 0 3' - 0" - CHAIN LINK FENCE TYPE 3 T - 0' - CHAIN LINK FENCE TYPE 4 LINK FENCE TYPE 3 OR 4 PAY LIMIT GATE POST (TYP.) - 3 1/2" (IN) HOG RINGS - SPACED DIAM. (NOM ,SCH. 40) 24- IN MAX PULL POST ! ® ( ) i TENSION WIRE (TYP.) •I III: .III►.•. ........ • • • \ % ��r.%ryr.%rim/ `Iris/err`% r/v��r/ �% �i r FABRIC BM TOP HINGE BOTTOM HINGE GATE POST DETAIL OA GATE POST DETAIL O :NSION WARE STRETHCER BAR DOUBLE 14 FT. CHAIN LINK GATE - PAY LIMIT DOUBLE 20 FT. CHAIN LINK GATE - PAY UMIT 12- ROUND (TYP.) DOUBLE GATE SINGLE 6 FT. CHAIN LINK GATE - FABRIC BAND TENSION WIRE TURNBUCKLE TENSION WIRE (TYP.) (NOT REQUIRED FOR CHAIN LINK FENCE TYPE 4) EYE BOLT PAY LIMIT r� i TOP HINGE - 90• SWING (A ) TRUSS RODS BOTTOM HINGE - , 90' SWING TIE WIRES (TYP.) - SPACED Q 14- (IN) MAX. 12- ROUND (TYP.) SINGLE GATE TENSION WIRE TENSION VW FABRIC OFFSITE UTILITY ACCESS ROAD DETAILS FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES NOTES 10'- 0 MAX. 1000' - O" MAX. PULL POST - SPACED HOG RINGS (TYP.) - 1. Al concrete post bases shall be 10" (in) 1. Materials shall meet the requirements END OR CORNER POST of Standard Specification 9-16 � TENSION WIRE �A PULL POST , B TENSION WIRE LINE POST - SPACED BRACE f Q 117 (FT) MAX. Y- POST /0 - 0" MAX (TYP.) Q 1000' (FT) MAX. TENSION TVNSTED SELVAGE p i -TENSION WIRE WIRE (11 P.) SPACED Q 24- (IN) MAX. BRACE POST minimum diameter. 2. Alon the t and bottom, using N g � g � Rings, fasten the Chain Link Fence CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT rt 10, - 0' (TYP.) PULL POST nA`TENSION WIRES r- TENSION WIRE CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT 1 - 0" 0 (TYP.) TENSION WIRE FOR GATE POST - PULL POST i r REQUIRED ONLY ON HINGE SIDE TENSION WIRE i TENSION HARE B TENSION WARE HOG RINGS - SPACED Q 24- (IN) MAX. (TYP.) STRETCHER BAR (TYP.) PULL POST DETAIL O FABRIC BAND (TYP.) OQ WAs B aQ45Y�Q � 'I Ej�i y`P G ^< 'P OQd A 34363BGI STOP \� SS/ONAL V Bary. Ed �1 MaV 6 2014 T i7 PM CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR. PUBh CATION = -II a1aIauvnl STATE MWN ENCINUR W-Iwlrpk m Shr• DWmrhnwd of Trongw6a0m TENSION WIRE EYE BOLT TURNBUCKLE TENSION WIRE (TYP.) (NOT EYE NUT REQUIRED FOR CHAIN LINK 9 q FENCE TYPE 4) D D PULL POST DETAIL OD 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 �V AQ Op WASy% W - -C Q7 100A ,p', 34363 0 ,`' 4, GI STev \: S/ONAL F~ Barry. Ed ti May 6 2014 3:58 PM L.�Aw CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION H•kak ?, 4,—, -r Jw I I 11A 141 PM STATE xemN ENOINM W-higbn SIf. Dpshn.nl d T—Wodwfl- 0 TENSION WIRE TIE WIRE (TYP.) Fabric to the Tension Wire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection TENSION HARE of any particular fence type. 4. Fencing shall be used for security and FABRIC BAND (TYP.) boundary delineation only. STRETCHER BAR (TYP.) TIE WIRES (TYP.) - SPACED Q /4- (IN) MAX _ STRETCHER • h. /. �%l� ;;' - BAR TENSION WIRE 5; ` b `'! KNUCKLED SELVAGE t CHAIN LINK ','' '•'- HOG RINGS (TYP.) - ! I a N (TYP-) FENCE FABRIC TENSION WIRE 1 ' POST FABRIC SPACED Q 2e (IN MAX. ' ' / b CONCRETE POST - FABRIC BAND WITH BASE (TYP.) CARRIAGE BOLT NUT - SN SPACED 15 M MAX. TYPE 3 la - 0" MAX 500' - 0- MAX. PULL POST - SPACED i END OR CORNER POST TENSION WIRE 10 _ 0" MAX. (TYP.) Q 501Y (FT) MAX j ItNSION WINt PULL POST B LINE POST - SPACED BRACE TENON KNUCKLED I D TENSION WIRE 10' (FT) MAX. POST SELVAGE (TYP. TENSION WIRE TIE WIRE a TENSION WIRE TENSION WIRE HOG RINGS (TYP.) - SPACED Q 24- (IN) MAX. - BRACE POST ..' �'/`,."/`� �,/`' `i `' �i `' �i.`' ;'/`'`i. .•i •• �•� `�'�%r`�ir/ri`I�%/ �i ice% 6 �= �•\Vi \• �� V�\\•A\iA\•�\��`WY�\��\�'\�� ' �%/'�� %/`� �%/`��% �% 3 1/2- POST AND RAIL SPECIFICATIONS 1 yg• PIPE ROLL FORMED POST NON. SIZE (SCH.40) SECTION WEIGHT �+ I.D. FABRIC LOOP - 2 SIDES Y FENCE LINE Z END, CORNER. OR PULL POST 2 1/2- DIAM. OY 5.10 LINE OR BRACE POST Z' OIAM. OZ 1.85 N� FABRIC BAND WITH CARRIAGE BOLT AND NUT TIE WARE - SPACED Q 14" QN) MAX. (TYP.) TENSION WARE HOG RING - SPACED Q 24" (IN) MAX 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED REVISION END OR CORNER POST DETAIL OA BRACE POST DETAIL O BRACE BAND WITH CARRIAGE BOLT AND NUT TENSION WARE - STRETCHER BAR TENSION WIRE ` TURNBUCKLE BRACE BAND WITH CARRIAGE BOLT AND NUT RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK [;CHPECKE%JTBY DATE APPR ROVED: TJS TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TENSION WIRES FABRIC BAND WATH CARRIAGE BOLT AND NUT (TYP.) TURNBUCKLE STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL ! B 1 TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS w TURNBUCKLE TENSION WIRES TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) l/Q l=J STRETCHER BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED Q 14- (IN) MAX V OQ WAS./ A 90 qB34363 Qr� .off GI ST%Q� SS/ONAL Barry, Ed Jul 14 2015 1 1:14 AM CHAIN LINK FENCE `\tapj TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:24 AM Ask STATE DESMN ENGINEER STATE Wmhnglo^ SKaK. D.pvY^wndTrampwloliw TENSION WIRE s,Q��gO OP WASy�� 9� 'A. Grgj - -C � .P 34363 Qr� owe BGI S T ep�O SS/DIAL t L ar - F.d U Jul 14201511 1a \\I CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS O N Sk � [Q- OF Al W A Syi �� r z 100 4�0 6 STO, �Ql— s/ONA L ENG 1/6/26 • J O v v! L C � . _ � 0 t of i W �N � M i 000N M I` Q 1 LO a—' fV cMa 0 W U 00 Y N 00 APPROVFD FOR PUBLICATION Carpenter. JeffR-436027 W-436007 S-436007 Jul 14 2015 11:25 AM —TEOESMENMEER T W.Ningl , Star. IN COMPLIANCE WITH CITY OF R E N T O N STANDARDS DEVELOPMENT ENGINEERING N N N 'C) U J N r—� N Q J C) C) N HBray 02/05/202600 W CV WATER UTILITY CALL BEFORE YOU DIG: p N 1-800-424-5555 Haldez 02/09/2026 pC O Z SCALE: H 1"=20K HORIZONTAL-NAD 1983/2011 CITY OF OFFSITE UTILITY ACCESS DATE:1/6/2026 Z 00 V 1"=5' DATUM ® R E N T O N ROAD DETAILS HARMONY RIDGE O 0 0 Uj FIELDBOOK: PAGE: ONE INCH DRAWING N0: AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. NCH IJO USA, CO., LTD SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHE- 27 OF. = pp Q Q (c) (C) CM Cy) cV N UTILITY CROSSINGS KEYNOTE Q P U G ET DR SE PLAN AND PROFILE �� IE 18" SD = 437.10 IE 16" EX GAS* = 420.22 CONTRACTOR SHALL POTHOLE EXISTING ZL C� FOR T/P 8" SS = 426.16 T/P 12" SD = 417.25 UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT _ QIE 18" SD = 436.83 IE EX TELCOM* = 425.97 ENGINEER IF CONFLICT EXISTS. 7 `�` HARMONY RIDGE T/P 12" SD = 424.83 T/P 12" SD = 417.23 0 10' 20' 40' %� IE 16" EX W* = 427.86 IE EX POWER* = 425.58 CAUTION: PETROLEUM 0 � PIPELINES p T/P 12" SD = 424.12 T/P 12" SD = 417.22 CONTACT PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS Lu SCALE: 1"=20' A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M. * � � > > > - * - - EXCAVATION Q IE EX POWER 433.62 IE EX POWER 421.52 PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL 4 T/P 12" SD = 424.82 9 T/P 12" SD = 417.20 PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. CITY O F RENTON, TO N, KING COUNTY, WAS H I N GTO N AIE 2" EX GAS* = 432.15 *EXISTING UTILITIES POTHOLED AND BP FIELD REPRESENTATIVE WOOD W T/P 12" SD = 421.60 EXACT ELEVATION VERIFIED 10/22/2025 BY BARGHAUSEN GARY GOMEZ TEL MARKER �\ I FENCE SSMH RIM=417.72' FOUND 3/8" BRASS PIN IN CONC. _ SITE MAP KEY PLAN �� R i�.Luv:i nIL_L_S CONSULTING ENGINEERS, LLC. (206) 510-0575 POST TEL jl I „ , 8 CNC IE SE 411.67 0.89 BELOW GRADE - „ NTS 1 111 I n /\r 1 In1 Ar^ Cl WATER E v IL.L.n VL r1v IVIL.: ROLLING HILLS 490 nl I IA I/\ 1 III I C R`/`•`_Ily\' VAULT \ N " ' 8 CNC IE NW=411.57 INTX SE 19TH ST & PUGET DR SE ; ;�;� ;'„��2U-OEt60 PRESSURE ZONE �IBOX > llr%kA -, � q, � n /\r 1 1/•\I If'^ MARKER v IL. L.n\7G rl\/IVILv I (JUNE 2022) ... ......... L Z a POST �_'� il i'3991v-v22v -EX R/W LLI GATE N / / EX GRAVEL . ....... % C CULV N EX 12" DI WATER NC E . =432.28' EX AD " ; = I EX ADA 12" CNC CULV SW p j TRAIL / EX SIGN ROLLING HILLS 590 PRESSURE ZONE (BURIED) RAMP Via. J I J Q RAMP=433.73' (BURIED) �$ LIGHT JBOX T(UG) \ ram...... ti.......... N T(UG� .� N - EX UNDERGROUND .. "'- .. ' ..... / O 'J 438.........................: : o EX DITCH .................................. 4 �WATER'-MH� -� / / , TELEPHONE LINE TYP............ ........ ,4.3. .....-.••.-436........................................................................---•-.. ,�, 12" ADS CULV SW 4.`_ ( ) .......432..................................................... w • ...... ...... ,n,�+ ��8... . W ... ...-. A,GV...................... T / /=-4.1.8,09 .............. 30......................................... .. .......................................................................... W .... 424..... 'f.......................................... WA HYDRANT \` W t�� . W 6 - .w EX DITCH - _...... _ _ ... WT(UG) -" TUG) lUG).. -� -....... .......... T(U ..... - T{ll T(UG) ...T(UG).......... T(UG.).......... T lJG' :..... rli im - :T Gi- - T T{116) ..T(1!Q) 7(UC}e- -•U.- n c\ T UG1 - - - :.: : R' G)... ... E . - - - - - E�-). __.: _ _ / �i - -UG- - - TiU - W -'T - T( ...... -_ S�U - T U� T(�G) T(UG) ... i(U�)...... UG) ----'.... .............. - ........ . - ...... �- Z 0 .. : 'P(uG) Para) �-/ UG) T G) ( / / !(U )-- ) - ...... / EX SIGN •ter - W W - ..........W w W fin/ .. W ... ..--• .. -- - W _.. wW vv ��... -..w w......... w --- -----w r ------ I� -----� -�v- ---v-----------w---------------r----------�r---------.yd -----------w-----=----�N ---- -w----------�1+= -w----------�1+- -------------w--r-----J w SIGN �, I ---------------- --r------------------EOA---------r � 12" ADS : = REPLACE MONUMENT PER CITY STD H031 �; 1 P U G ET D R S E o REPLACE MONUMENT �. - PER CITY STD H031 Q- _ CULV NE =415.48' N -- �I I- N --- -(SEE SHEET 32�--------------------'---------------- �,`D „5R/'h --------------- "--------------------- --------- --------------- ------ - " --- 8 SEWER---- ------------------------ --------------- - 8 SEWER----------- �o -----SEE SHEET 32-----------------------------, t ( ) Sr CTI CTI ---- --------------------------------- --------- --�_----------------------------------------------------- N-------------------�- --------------------=----------W----------------------------- -------_- -- ------------------------- ----------------� I 41 CTI STA 49+96.17 BEGIN FULL LANE GRIND AND OVERLAY •- GAS MARKER = o O EX 8 WATER POST 2 CNC CULV SW EX B STOP417.49' G GGEOA-G-G-G-GG-G-G-G-G-c-c-G-G-GG'. STA 52+08.54 CB#4-------------------------- o----243 LF 12" SD PUBLIC WARNING EXISTING 16' OP ------------------- ( )-------------:--------------- SAWCUT BEGIN FULL STREET O I PETROLEUM PIPELINE. SE �_ _ _______________ ___------ (T'P) POTHOLE NOTE ON THIS SHEE GRIND AND OVERLAY i i EX 16" OPL , I 6 PETROLEUM PIP-ELINE I I `•. 5 EX 6" GAS 4 ��------�------------ 3- I o •'. CB#5 - I I 8 SEWER I o o_ STA 54+67 5 88'RT .57, 1 . x 39 LF 12" SD (PUBLIC) I I I END FULL STREET GRIND W EX I II I AND OVERLAY GAS 16 " MAIN -GGG G GG GGGGG"- ------------------- -------------- G --------------------------------------------� --�=--�---� 1 --- 7--,--6-��-6----�---G _-� - G_- �- �- -�---� -�- �_ _� - �_ - �_ -c.�_- c -- -- _- �� G T --- --- -_---- ----- ``� --- --- -EOA - G LIGHT T(UG) JBOX��y VGl T(UG) T(U I I P(UG) LSIGN .. E X SIGN LIGHTV. ZF J B O X p��;lI - G- G- G- G- G- G' .- G- G- G- ( ) ( ) ( ) P G� P( P . G� ( �7 G) T(UG) T(UG) TUG TUG dY T( G) T(UG) S S} -'- // T(UG)T(UG T(UG) TUG T.UG TUG T(UG) T(UG) .- T( ) (�(( G) U G) (U(( G) P U�7 )'"(Y0G� P(YNhr, �P(�! P(UG) P(UG) .. P(UG) P(UG) (IICiT T(UGP(UG) TUG - ... UG - PUG) P(UG) ' . _ P(UG) ... . ........... » --ice- P(UG) G ` - ...P(UG)...... P(UG .. 8 9 '.............................. P{uc}......... P(UG) ................ ) G G G'- G r, G G G G G G G G G G G- _ G - G- G� G- +I G-- U G G 9 (U GJ - �P P(UG) (UG) TUG (UG P ^ v ( �1 P(UG) P(UG) P(I ( ) ( ) ilU )T(UG T(UT(U�'T` ) T(U� �i P(UG) )P(UG) (.UG ^ P(.. ).... ........ uG JBOX \. - EX ADA EX P(UG) P(UG) PUG PUG PP(UG) P(UG).• - (U�). T- .. .. .........P.(llG) ADA %' T(uc> n EX SIGN F 12 DI PUBLIC) P(UG)..........P�UG} P(UG, ... 1.2.. CNC CUL•V..NE p(�G) - - - -•.o........ ........... ........ ...... (U�� .. ..... PNG) P(UG)......... ............. - - G -- P(UG) UG) P(U( ... ... �... E ...E F- : ) ... P G) ...�.. 12" CNC CULV NE ::. - _ _� .P.Nc,� �- = 7u�'T 1..... i E- EX UNDERGROUND . 433.26 - RAMP � N RAMP :;- �(UG) CB#2:... ............. n O.:: O'"'EX .. R L =424.83 12 CNC CULV..SW " BOX C E ' : .... TYP) JGHT 12" NC CULV DITCH SW' 1 I SEE 29 E EX DITCH \\ 2 ---.9 4 _ t-�---- I I _ _ _ -_ = CB#5 / " -- - 50 LF 12 SD (PUBLIC).. ..... _ -- 33 LF 12 SD (PUBLIC ............... 145 LF 12" SD (PUBLIC)POW ) .•.....=42'5'.50 _ q.30. O .. .... - . O ::4 O.... 433LIGHT :O .• '-"432�� ::-:........ .•.... ...•. O CB#3 0...... ..... Q........�...... ........ ' '' 74, 18 DI -436.52' -"' JBOX TO BE ETAI CULV NE ��EX CULVERT ❑ r FORD F. EX_.......: EMOVED 436.75 E R \\�/ " 437.31 12" CNC CULV NE - II r I li G Ek: HEDGE i CB#1 �2� . `L .-' O ........ .:..::.. POWER RELOCATED EX 16 D 0 .-' .' o : 3s o o ' ........... ..................... " .... CB#6 nWATER L .... VAULT 26 LF 18 SD ii .: ii -ii.... ;�/ �� ii .........- 2. 33% ' =412.67 II W IIII I WOOD , EX SIGN FENCE - -.O EX R W// / l '. 0 c WOOD O ii:-�- ii it .-- � FENCE // EX EX OFFSITE TREES TO 4 „_ I ii HOG PO RTION OF EX DITCH I I EX R W / TO BE RELOCATED w w w w w w ii \ 6,X6, /\IT\, „� >rA �T/\A I PROPOSED 1 0 I IVI 1N W Tnnl AI/\11\/r'NI TIIAT = �26 VIV IV\�� I LI I I rTn I I I WIRE FENCE GATE 18" D CULV SW I �I I A �,I.I 2 WATER I' - aN I - ;cc ;� ,�n� CB STD GRATE ii ' ii �i -- T nl I V �',,, .,�- 1",� CB STD GRATE RIM=416.74' 12" CNC IE NE=413.74' WATER RIM=416.82' PvL_L_IVInI \�cRnL.� I v\�� I c Bnv BE RETAINED (TYP) P� Tlr �, A T I/\ t I .' DTI I WOOD I T-, A A I I In A/\I I I ,Ln I IC' r n I Rl\rl S & C`E-Ir holy rlvn\nv „A_,� ,,,�T„ A P�, -, ;Gv^ ;,,_,,,-,,, FENCE A ,K, _, ;aa �„-^ ,�„ lvinhh+uvvl I rT '� '��" '_"' IV '\/��\/� '�� „ _,1� �,; aa;�_�2 �0 I CHAIN LINK GATE ni IV `lv =436.86' CULVERT �� ' ��I m I m I m TO BE REMOVED SEE CONTINUATION REMOVABLE WOODEN METER EX 12" CNC IE SE=413.39' METER 12" CNC IE SW=414.32' BOLLARD PER COR SIDEWALK 12" CNC IE SW=413.24' EX SIDEWALK ON SHEET 26 STD H021 (TYP) 445 DRAINAGE NOTES:HORIZONTAL- 445 RM DRAIN UNLESS SHALL BE LCFjE TED OTHERWISE.LL ON Sk -- - -- 440 Q- pE W A Sys 440 = - 9 o - z --26 .0 0 41� � -- o s T ER�� - s�oc 435 - - 435 NA I E _177 TO INSTI kLUkTION OF J - � 1/6/26 o0 CENT - -- - - 1 J E -- O 430 - 430 J v �4 - EX 16" 7 - 3 �� N of 5 425 - - 425 J - - -- W o - N � -Z M c w - Q 00 CA 420 - m Q N - - 420 lD - 8 6 „ .. > - N m O NPE m V 80% (PUBLIWt 248" = - Y n - SE > 415 415 __NG - r J--1900 SD J " o J STA= 410 M- 907 410 LID (PUBI.__ - EX CB#5 - n - R-436028 W-436008 S-436008 - _ - ' _ " I. __14.8 __ " - -56 41 - - IN COMPLIANCE WITH CITY OF RENTON STANDARDS 405 IE=414.32 1 SW __ )(EXISTING) IE=415.4 12 SE IE=414. (12" SW) • IE=416.25 (12" S ) DEVELOPMENT ENGINEERING n N (\I N N N O O� Oq r u7 n n 17 %} IL 00 O; 0 N "' LO `� '� D 0 N "0 �0 "t n `� '� 00 ' D N N N N N N N N N N ) r7 ) ) ) ) ) ) HBray 02/05/2026 J J J i T 2 T 49+80 50+00 51+00 52+00 53+00 WASTEWATER UTILITY WATER UTILITY 54+00 c } } jstowell 02/05/2026 JValdez 02/09/2026 ' CALL BEFORE YOU DIG: 0 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/2 TJS SURVEYED: SCALE: H 1 "=20' 2 CITY REVIEW COMMENTS DATED 9 25 2025 ANG 1 5 25 TJS 1-800-424-5555 / / / / DESIGNED: RK V 1 "=5' vERn�L ADNAI1 1988 HORIZONTAL: NAD 19B3/2011 P U G ET D R S E PLAN CITY OF AND PROFILE DAB: 1 6 2026 / / FIELDBOOK: > BENCHMARK DRAWN: RENTON PAGE: 3 J DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 RK ONE INCH DATUM HARMONY RIDGE DRAWING NO: J MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH CHECKED: AT FULLS BJT IF NOT ONE INCH Planning/Building/Public Works Dept. ICHIJO USA TD CO.,, L) HORIZONTAL DATUM: NAD '83/'11 VERTICAL DATUM: NAVD '88 SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH N: 172240.27, E: 1304612.10 N: 171833.64, E: ST (JUNE 2022) (NAD 83/11) 1305874.10 N0. REVISION BY DATE APPR APPROVED:JS SCALE ACCORDINGLY , 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 28 OF N Q N 6 , U N J Q Q Q co WE Lu �y (D N pN �0 �z zm 00 aC.) ull om I I I I X ry Q a U cn Q LP 0 N O N Ln Do rn N N N C N Do Cn N N N to O 0 0 N FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN ROAD A & B IS LIMITED TO 1,250 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA (THIS APPLIES TO LOTS 12-17 ONLY. ALL OTHER LOTS WILL HAVE A GROSS AREA LESS THAN 3,600 SQUARE -FEET.) EX OFFSITE TREES (TYP) ui C� 0 � P� J�O Q ' y F z 0 Q0SSM 122 LF 8" >S ® 4.03% 18 456.30 TRACT A .I I DRAINAGE FACILITY I SEE CONTINUATION ON SHEET 38 I SITE MAP KEY PLAN a I 0 SSCO#19 I SSCO#20 TRACT C 0+59 . -. 19 0+18 _ 456.50 I L=36.5 TREE RETENTION �� IE 450 0 i IE=449.90 T4' 1 S=27.53% c F I� 7-7 18" STORM 8 8 ° °. • ' .. °, 4 .°;. LF 8» SS _ SSMH#10 93 LF 8" SS ® 1.M00% SSMH#11 _------------ o cn 9 6 LF 8» Di 5 ----� w 94 LF 8" DI �... 4 WATER NOTE: SEWER NOTES: WATER AND SEWER PLAN AND PROFILE - ROAD A 1. LOTS 12-17 SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS. 1. SEWER PIPE SHALL BE 8" PVC A 1 WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE SDR-35 UNLESS NOTED OTHERWISE. FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 AND 2. SIDE SEWERS ARE PRIVATE AND FOR 340.8. SHALL BE 6" PVC SDR-35 ® 2.0% 2. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. OR GREATER SLOPE. MINIMUM OF 5 FT BEEN ALL OTHER UTILITIES. 3 . SIDE SEWERS SHALL BE HARMONY RIDGE INIMUM VERTICALS AND 3 STORM LINES OF 1W MIN CONSTUCTEDOMAIN E SAME MATERIAL ERE MUM PARATIONNISB NOTE FEAS BLEB' NON -POTABLE AS T ER SEWERWATER WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). 4. SHALLOW MANHOLES PER C.O.R. STD A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. ALL THER TSERVCELIISEPUBLICNCH N 400.2 [El EV RYTHING 5. 4. WATER UP UNTIL THE HE WATER METER. EVERYTHING ALL SEWER INFRASTRUCTURE IS CITY OF RENTON, KING COUNTY, WASHINGTON OF THE 5. WAT/ERTREAM SERVICE IS PUBLCEUPSUNTILATHE WATER METER. EVERYTHING PUBLIC UNLESS OTHERWISE NOTED DOWNSTREAM OF THE METER IS PRIVATE. (V N 04 O SEE CONTINUATION ON SHEET 37 O I ■ �� ■ L ' ' ' 0 102040 Ln (V EX FIRE HYDRANT TO - _ _ - _ _ - _ , 1 EX MAILBOX U BE REMOVED AND 20 I ;. -A 1 SALVAGE TO ` CITY SHOPS _______^ J SCALE: 1 "=20' 455.90 N r INTERSECTION _; I ' LLI 1 EX OVERHEAD a. POWER LINE (TYP) WATER MAIN FITTING DATA TABLE TRACT D W W e STA=11+41.93 ROAD A �. TREE RETENTION (n �Coll_ (/� STA=40+00.00 ALLEY Z-- _ _ - :a / wv UJ I .w : EX > w �• I DRIVEWAY STA 10+03.53 7.00' LT 1 O STA 13+61.37 7.40' LT 5 0 Q - _ ... �.. I I w I Q �, CONTRACTOR SHALL FIELD INSTALL: a ; LOCATE EXISTING 6" WATER 1-8" 22.5' BEND (MJ) = ;' I fa an CONIC. THRUST BLOCKING i ��---------------------- -- --------,--------_, A=90'03'52" zl _ •• EX 8" - FORCES) I (Y FO S CUT -IN B CITY :. S89'20'56"W 67.66 °..5' - -=25.00, �- ; I � 1 to SEWER " 6"X6 TEE (FLxFL) © STA 14+05.41 7.00' LT SIDEWALK.* °-. : - . °. -----� � ' _ -- � I I I 0 - r 1" LF � �. N » 3-6 GATE VALVES (FLxMJ INSTALL: - 4 -�-•�•� m. �� .• • : r B �' \------ d a °' a � ' 8 DI r 1I IN S 1-6"X8" INCREASER (MJxMJ) - PERMANENT T 1 2"P BLOW -OFF �. ° �� 8 LANDSCAPE 18 STORM ° v STAR10+010.00 ROAD A �� 2-6 ROMAC TRANSITION ASSEMBLYMPERNCORSTD ; I STA=40+00.00 116TH AVE SE COUPLING (FROM AC TO DI) PLAN 340.1 co ° '- SSMH#12 2 LF : SS ss -� ss CONC. THRUST BLOCKING 8" DI SPOOL (AS NECESSARY) 113 LF 8" SS ®0.96% 8" DI , EX SIDEWALK 1-8 POLYPIG CROSS PER r o 0 o ROAD A 1 O I . N . 3 STA 10+13.53 7.00 LT COR STD PLAN 300.7 O _ _ _ 1 ' L O INSTALL: „ 1-8 CAP (MJ) O - 4 2 RESIDENTIAL ACCESS 5 252. LF 8" DI. V TYP 3 _ _ _ _ 1 LID1 w 1-8" 45' VERTICAL BEND (MJ) CONC. THRUST BLOCKING STA 20+52.51 7.00' RT O JILa I .a °. --- a. O INSTALL: ' - I DRIVEW ' 0 14.97 7.00 LT NTSTA 0+ - 1 F HYDRANT ASSEMBLY PER STD. PLAN N0. 3 10 1 Q 8 N 8' LANDSCAPE � ° IS i ° / I " ( ) 1 _8x6" TEE MJxFL w I 0 1 , 6" 1 vN a 1-8 45' VERTICAL BEND MJ ( ) U d ° , : a I AC 1 `1 6" GATE VALVE FLxMJ J ° CONC. THRUST BLOCKING ( ) c� °. ,;= n .. ,:.. _ I : WATER 1 : e BLOCKING °d-. d r° a ..°-. a...-..., ° . ° d. - Q o . . ° . a° d CONC. THRUST BLOCK 5 SIDEWALK R W �- Q ¢ I� 175 LF 8" SS ----------------- d. is �� STA 12+67.44 7.00 LT ® WATER SERVICE - 4 a z 00 a I INSTALL: I,T o a' 4 o INTERSECTION ® 1.85% :'I w �I W P(OH) P(OH) " ® 1" DOMESTIC WATER WATER STA=12+60.44 ROAD A =� w ^-- 1-8" TEE (MJxFL) FOR EACH LOT, PER STD. ° I 4 STA=40+00.00 ROAD B I 1 EX POWER 1-8 GATE VALVE (FLxMJ) PLAN 320.1 SSCO#18 17 - TYP 11 �'. to %. i 1 POLE CONC. THRUST BLOCKING 0+27 0 455.30 \ °: a 7 168 LF 8 SS 455.90 455.80 456.90 I IS 1" IRRIGATION SERVICE WITH (TYP) :° ' ® 0.55% 00 I � r r . L-48.2 ALLEY Z IE=450.30 0 I 16' 1;? j BEARING PAD I t:. I� ��ti� DCVA PER COR STD 340.8 S-24.91% d a s© i ELEVATION (TYP) 1 i�� >t ��y� ��■ 7 .. �. . . �.. SEE CONTINUATION c0 ' Iii m ��1a . SEE CONTINUATION ON SHEET 36 ON SHEET 37 0 SEE CONTINUATION ON SHEET 35 470 HIGH PT STA _ _ RIZO 465 - FVI = SCALE: .._ _ . 7143 ' , VIC Ln Ln Ln 00 co 00 (o 00 (o 00 r)r, n Ln N In N N In I N = rwwbl � � UQ Q N N _ O o z0O 460 z I``) w w - w w W LO SI W F- p J W l 455 2 ni _ " 6 5 - 1 4RAUL III 1 / 3 450 _ - o 6 2 7 445 3 5 10 440 LO N n M M M=454.70 a 43IA- ' At% 70 TY . 44, " 122 -440.68 - = SS ®42 - "CA OUT TO _ " - -_ SEE H " __ FOR - -_ -_ 430 "t ,n In LO rn � rn p LO n p 00 PO L r "t 6 1\ � In � to N O ,n � o p 00 o to � � "t P, O 1* DO r- LO LO N rn IMF Nip 00 CO u'j CO ui CO LO Wj N (p _(0 O O LO M LO M In LO � O w t � It CO 1* 00 - 4 O 1* O Wj CO �j '6 ui CO n lei � Lo n LO LO LO � LO LO W) LO LO Ln Lo � LO Ln LO LO Lo � LO W) � U) � LO Ln LO LO � I lt 14+40 14+00 13+00 12+00 CALL BEFORE YOU DIG: 1 CITY REVIEW COMMENTS DATED 6/23/ 2 CITY REVIEW COMMENTS DATED 9/25/ BENCHMARK 1-800-424-5555 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) NO. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED' TJS 11+00 SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10+00 HORIZONTAL. D 1983/20„ '- CITY OF RENTON DATU M Planning/Building/Public Works Dept. 470 UTILITY CROSSINGS N sk Q-� �F W A Sys 465 IE 12" SD = 453.49 IE 8" W = 451.56ZL T/P 8" W = 451.97 T/P 8" SS = 440.32 Z IE8"W=451.00 IE24"SD=442.88 0 T/P 18" SD = 448.82 A T/P 6" SS = 442.33 01 S T 0, IE 8" W = 451.02 IE 8" W = 451.92 s/DNA L E��\ 460 T/P 8" SS = 441.51 T/P 6" SS = 445.26 1 /6/26 IE 18" SD = 443.93 AIE 24" SD = 442.11 T/P 6" SS= 442.67 T/P 8" SS = 438.79 V E IE 18" SD = 443.70 J 8 5 T/P 8" SS = 440.36 C 455 IE8"W=451.52 i all 6 T/P 18" SD = 445.33 c 450 L u (V N M IIIA i 000N is cQQ0 445 Ln +.; f V 440 435 W-436009 S-436009 O O O 0 N 0- IN COMPLIANCE WITH CITY OF RENTON STANDARDS 430 DEVELOPMENT ENGINEERING cIL HBray 02/05/2026 00 W 04 04 WASTEWATER UTILITY �' WATER UTILITY 00 N 9+80 jstowell 02/05/2026 JValdez 02/09/2026 EE 0 WATER AND SEWER PLAN AND PROFILE - ROAD A HARMONY RIDGE ICHIJO USA, CO., LTD DATE: 1/6/2026 Z O O Q V oK: PAGE: PAGE: DRAWING NO: SHEET' 34 OF:66 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 = pp Lu 0 z 0 75 Q ry Q a U cn dl Q0 N O N Ln E \ 0 N CA 00 N N N c 00 N N N / O CD CD N N W/ H Q) a iT FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN ROAD A & B IS LIMITED TO 1,250 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA (THIS APPLIES TO LOTS 12-17 ONLY. ALL OTHER LOTS WILL HAVE A GROSS AREA LESS THAN 3,600 SQUARE -FEET.) FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS WATFIR ANn SFWFR PI AN ANn PRC)FII F - RC An R THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW FOR 8-INCH DEAD-END WATER LINE IN ROAD A & B IS LIMITED TO 1,250 GALLONS PER MINUTE (GPM). HARMONY RIDGE AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL z - HAVE OVER 3,600 SQUARE -FEET of GROSS BUILDING AREA. A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON , SEE CONTINUATION ON SHEET 34 BEARING PAD o 10 20 40 ELEVATION (TYP) �� ■ 11 I I t 10 SCALE 1 -209 EX TREE TO BE 456.90 4' PERMEABLE 455.90 456.50 455.40 454.30 RETAINED (TYP) -------------------------------- VEMENT ° P I _-------------------- 113 LF 8" SS ,, m '\\ - N16ti i WATER MAIN FITTING @ 0.96% - a ------------------ 4' GRAVED R W j ° a o a o V.:' c DATA TABLE K 4 ° ° 9 e .. a ° :. ' PATH a 5 SIDEWALK STA 12+67.44 7.00' LT I 8 LANDSCAPE 21 ° I INSTALL: 18' STORM ° ° �� 1-8" TEE (MJXFL) 455.90 ° 1-8" GATE VALVE (FLXMJ) SSjMH#11 1 ° 3 168 LF 8" SS ® 0.55% SSMH#15 �,p 8 ��\ SSMH#16 �a CONC. THRUST BLOCKING 8 LF _ W - --ROAD B - N - g" . pl O STA 20+52.51 7.00' RT m g. 4 7 2 00 ��i 5 RESIDENTIAL ACCESS 6 0 7 9`� INSTALL: 46 LF 8" DI �� 240 LF 8 DI .� 1-FIRE HYDRANT ASSEMBLY i PER STD. PLAN NO. 310.1 INTERSECTION ° 4 10 8 1-8X6" TEE (MJXFL) - cn ° ° ° ° Q -6" GA STA=12+60.44 ROAD A ° 1 GATE VALVE FLXMJ v. ( ) a ` �`�' ° 8' LANDSCAPE ° 8 z CONC. THRUST BLOCKING STA=40+00.00 ROAD B I ¢ I �u ° o a• O 5 SIDEWALK a� �' o ° 1 W . 8 STA 22+92.44 7.00 RT ° z a° ° R WFS ° FS FS ¢ J g O INSTALL: 20 O w i ° �. n I o / C �� 456.5 w t - % ?y STAR Z PER STD. RE YPLAN TNO. ASSEMBLY10.1 i I -�-8X6 TEE (MJxFL) 93 LF 8" SS ° 0 l ° I 4 11-6" GATE VALVE (FLXMJ) @ 1.00% Igo / TYP SSCO#16 1 ° R4S, ° . - - - 1-8" CAP"(MJ) SSGO 5 \ _ SSCo# 17 17 16 1 +2o I # 14 ° , 8 LF 8 DI SPOOL 455.30 454.60 L=44.5' 1+63 453.90 3. 0 � � 453.10 SSCO#14 ° 2-CONC. THRUST BLOCKING ■��`�� im 1i1 0+62 L=44.5 IE=448.60 I 0+51 1-8" POL PIGGIN CROSS PER " � POLYPIGGING SEE CONTINUATION L=44.5 S=18.56% I IE=447.90 BEARING PAD L=44.5' ° STD PLAN 300.6 IE=44930 I 5=16.45% �� ELEVATION (TYP) IE=447.10 WATER SERVICE ON SHEET 34 s=20.85% i S=13.24% � 1" DOMESTIC WATER WATER 470 465 460 455 450 445 440 435 430 ° I 1 ° ° /.0 SSCO#13 1.0 0+96 ��Ssco# 12 L=92.3' 1 +51 IE=444.60 13 FS 2 E==444.20 S-3.18% 450.60 450.20 S=2.02% n LO Oil U _in w 0 cn 0 r- OF FILL, NEW ROA SHA)IMPACTED w c0 BEFOI�Cb�8�614 iNSUALLTION OF WATER MAIN E_XIST1Il'IG GRADE -NEW 04 4 7AL 0-CENTERLI E �' - m \ 4 - 9 RM 3 8 ey CV -QSMH#ll - N 04 AU to TYPE _11i = 45 n- p - ., - » KIN RESIDENTAL ACCESS 0 CENTERLINE, _ = 25 H D CENTERLINE N Ln 0 (6 m In ' N r Ln L6 CO 't N LC) I\ � t- N O lf) CO � 't N 00 co .t � t- N LO � co W) ' N N O CD Ln N O) CD �rj 4 W) Ln N C9 prj Ln � Ln N M prj lfi Ln N p Ln � LO � Ln N r O CV Ln Ln N ' N N-n W) Ln N 130 N � Ln N 00 �� O U) Ln N O O Ln Ln N N _ O n O Ln Ln N O � Ln 19+60 20+00 21+00 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 22+00 1 CITY REVIEW COMMENTS DATED 6/23/2025 2 CITY REVIEW COMMENTS DATED 9/25/2025 \►81 REVISION RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED' TJS FOR EACH LOT, PER STD. PLAN 320.1 FS WATER SERVICE 1" DOMESTIC WATER WATER AND DCVA FOR EACH LOT, PER STD. PLAN 320.1 AND 340.8 I SITE MAP KEY PLAN I WATER NOTE: 1. LOTS 12-17 SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS. A 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 AND 340.8. 2. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 3. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 4. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER. EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE. 5. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER. EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE. SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 ® 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. ALL SEWER INFRASTRUCTURE IS PUBLIC UNLESS OTHERWISE NOTED. 470 HORIZONTAL 0 10' 20' 40' �-� O N S %r SCALE: 1 "=20' �� F. WAS//,/ VERTICAL 465 0 2.5' 5' 10' _Ao Z 0 41 SCALE: 1 "=5' G/ 0TFR�o s/DNA L �NG� 460 UTILITY CROSSINGS 1/6/26 IE8"W=451.56 IE8"W=448.67 T/P 8" SS = 440.32 T/P 6" SS = 443.16 J C IE 8" W = 450.90 IE 18" SD = 445.12 J t� 455 T/P 6" SS = 442.82 T/P 8" SS = 441.92 aill IE 12" SD = 446.10 IE 8" W = 448.52 T/P 8" SS = 440.66 A T/P 16" SD = 446.75 Q� m IE 8" W = 450.79 IE 8 W = 448.03 T/P 12" SD = 449.13 10 T/P 6" SS = 442.52 N 450 IE 8" W = 450.07 » Lu IE 12 SD = 445.97 Cal 5 T/P 6" SS = 442.88 11 T/P 6" SS = 443.29 � i ao�ofV 6 IE 8" W = 449.45 IE 12" SD = 446.34 dl fV 6 T/P 6" SS = 442.89 12 T/P 6" SS = 444.02 N Q 445 is 0 � a� N m V � Y 440 435 430 SCALE: _ H 1 "=20' HORIZZOONnTAL- NAD 1983/2011 CITY OF V 1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY CALL BEFORE YOU DIG: 1-800-424-5555 \A/ A7COi 11 C AQGl1i l% M u N Q J O O C) N Ir ra IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 02/05/2026 00 W Cy (D N WASTEWATER UTILITY WATER UTILITY p N jstowell 02/05/2026 Haldez 02/09/2026 O DATE: > Z WATER AND SEWER PLAN 1/6/2026 Z 00 O PAGE. AND PROFILE - ROAD B °K: O PAGE: HARMONY RIDGE DRAWING N0: 0� LLB ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 35 OF:66 = pp O O Cy) CM I � N N I ^ W CD 0 z 0 75 Q I I I I X ry Q a U cn i N O N Ln \ E \ 0 0 0) U) 3 I 00 N N N c 00 N N N CD CD CD N N li! �w H Q) a iT WATER AND SEWER PLAN AND PROFILE - ALLEY Z FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEE CONTINUATION ON SHEET 34 NMI ImIlmommill Imumm"m go 0 w I I , 0 -- 456-------------- �i m r 1 00-VN a.. i_--------456---------- SSCO#6 r 4' GRAVEL g Ill v : W �cf)� Q g .. SSCO# 16. SSCO#2 SSCO#3 SSC0+4�#4 I SSCO#5 L±13.5' 45 I� PATH EX TREE TO BE a ......... 1 +20 ....... 1 +70 1 0+95 RETAINED TYP w �, 0+62 L=13.5 I IE=448.20 \ (TYP) ----- Q = i Q< Do 10 L=13.5' 2 L=13.5 3 L=13.5 4 IE=450.00 1 5 L=13.5 6 S=18.52% \\ I -�--- _° I w _ 456.30 IE=450.30 456.40 IE=450.40 456.00 I IE=449.1© TRACT B O UE 455.80 IE-449.80 S=39.41 % I S=29.04% \\ I 0- a i S=57.93% S=53.26% S=47.19% 455.10 454.20 I w , 456------ - - - - - - -1 \ TREE RETENTION 4- i \ 1 m 2 TYP ----� 3 18" STORM 4 5 12" STORM 6 7 _- CB#28 \\ \\ INTERSECTION 1 STORM - - _ - - _ - - - \ STA=11 +41.93 ROAD A 1 1 ° ° a . ° c� \ \ N C,4 \ g�� -ALLEY Z SSMH#13 SSMH#14 STA=40+00.00 ALLEY Z I 1 a 175 LF 8" SS ® 1.85% - - - 56 LF 8 SS 0 1.00% - I I \Q o � 1 \ 1 I TRACT D SSMH#12 - TREE RETENTION 1 1 1 _ Ll 1 4, J i TYP , I I Do ° . SSCO#11 1 SSCO 7: I 0+63 1 10 SSCO#10 9 SSCO#9 8 SSCO#8 7 1 +44#: w 1 1=1 , 456.50 0+30 455.40 L=10 , 454.30 L=10.5' 0+90 113 LF 8 L=10.5 455.90 I 456.90 L=10.5 IE=448.30 SS ® 0.96% N L=10.5 L=10.5 1 1 � ; IE=449.90 1 S=75.14% I IE=450.90 IE=449.40 I I'm ,,-,,-,,. BEARING PAD S=70.76% S=5695% �� N_ II _ELEVATION (TYP) - S=40.86� S=25.05% ' SEE CONTINUATION ON SHEET 34 470 465 460 455 450 445 440 435 430 co z 2 U w co n in 0 + O �r o O� rn Ln�In LO W � rn _ LO w } w - z En a cn cn cyo EXI TI M J - � z - - - - - - 50 - - -- 12" RM 1 cn 00tD I� O M O +In on o + - - w w - o� SSMH 1 IF=44afiq N) PE.. •0 - " 13 (8" S n CENTERLINE POSED RA ENTERLINE - - 00 r LO O 1[j C.o ,n Ln (0 F, r- U-) 0) (_0 ui ,n LO 1`0 LO m00 6 N l0 Ln N �O Ln Lo Ln LON O cc; r7 U7 LO N LO 0 (0 LO n t0 r7 LO LO cy) O (6 LO In LO r_ (0 Ln U) O U 117 ,� M lf) � Ll7 qt NO In cD V) �% N N. Ln cfl Ln Lc� N (0 N t � Ll7 Ln N N �00 Ln Ln N K) Ln Ll7 Ln P7 O0I�0n .t Ll7 Ln M LO 29+60 30+00 31+00 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 ALLEY Z SCALE: 1 "=20' H, 1 "=5' V 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►81 REVISION 32+00 ALLEY RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS 33+00 SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 470 Z� 0 10' 20' 40' SCALE: 1 "=20' WATER NOTE: 1. LOTS 12-17 SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS. A 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 AND 340.8. 2. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 3. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 4. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER. EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE. 5. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER. EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE. 465 HORIZONTAL SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 ® 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 5. ALL SEWER INFRASTRUCTURE IS PUBLIC UNLESS OTHERWISE NOTED 0 10' 20' 40' SCALE: 1 "=20' 460 VERTICAL 0 2.5' 5' 10, SCALE: 1 "=5' 455 UTILITY CROSSINGS IE8"W=451.02 T/P 8" SS = 441.51 450 IE 12" SD = 448.27 2 T/P 6" SS = 448.32 AIE 12" SD = 448.85 T/P 6" SS = 447.98 445 IE 12" SD = 449.35 4 T/P 6" SS = 448.34 AIE 12" SD = 449.72 T/P 6" SS = 448.35 IE 12" SD = 450.02 440 6 T/P 6" SS = 448.02 IE 12" SD = 450.32 T/P 6" SS = 447.70 435 C kill ON S %r W A Syi o Z 100 4�0 C/ STI- s/DNA L ENG 1/6/26 J O J v C _c 7 t . _ 0 of C � m � M � C Q 00 73 fV m �Q� i C L0 a-+ LO f V cMa O W V or-0(1)N Y r W-436011 S-436011 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 33+80 DEVELOPMENT ENGINEERING c HBray 02/05/2026 00 W cy 04 CALL BEFORE YOU DIG: WASTEWATER UTILITY �' WATER UTILITY p N 1-800-424-5555 jstowell 02/05/2026 ' JValdez 02/09/2026 Q DATE: � Z HORIZONTAL-NAD 1983/2011 _ ® CITY OF WATER AND SEWER PLAN 1 /6/2026 z m RENTON AND PROFILE - ALLEY Z PAG&BOOK. O ) DATUM HARMONY RIDGE DRAWING NO: ` W Planning/Building/Public Works Dept. ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 36 OF:66 = pp N N N O O LO N u N Q J O O O O O 0 N Ir ra Nt N W 0 rr z 0 75 rr Q 2 X ry Q a U cn i 00 rn 1 00 N N N / 00 N N N O O O N N H Q) a i—I z�it 0 10' 20' 40' SCALE: 1 "=20' GAS VALVE III I EX FIRE HYDRANT TO BE REMOVED AND II SALVAGE TO CITY SHOPS II I c11•70'n')"c dan 17 465 460 455 450 445 440 WATER MAIN FITTING DATA TABLE UTILITY CROSSINGS STA 10+03.53 7.00' LT O O O STA 10+14.97 7.00' LT IE 12" SD = 453.49 IE 1 CONTRACTOR SHALL FIELD LOCATE INSTALL: W = 451.49 97 EXISTING 6" WATER MAIN AND INSTALL: 1-8" 45' VERTICAL BEND (MJ) CUT -IN (BY CITY FORCES) CONC. THRUST BLOCKING 6"X6" TEE (FLXFL) 3-6" GATE VALVES (FLXMJ) 9 O STA 40+54.07 0.15' LT 1-6"X8" INCREASER (MJXMJ) INSTALL: 2-6" ROMAC TRANSITION COUPLING 1-FIRE HYDRANT ASSEMBLY (FROM AC TO DI) PER STD. PLAN NO. 310.1 CONC. THRUST BLOCKING CUT IN 6"X6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 10+13.53 7.00' LT 2-6" ROMAC ADAPTORS (AC TO DI) OSTA INSTALL: CONC. THRUST BLOCKING 1-8" 45' VERTICAL BEND (MJ) WATER SERVICE CONC.THRUST BLOCKING ® 1" DOMESTIC WATER WATER AND DCVA FOR EACH LOT, PER STD. PLAN 320.1. RIM=454.8989' RETAINED (TYP) RI 12" CNC IE N=450.79' 8" DI IE E=450.85' FISHER IS ER /'IIAVI(,ER L �� Iv rvVV—V.�VV JGG VVIV 1 IIV VH I IVIV ON SHEET 34 r) A A I A n n\/ r I A A l l r I hrllV !'II VU I I VI'II VL. L_ EX OVERHEAD A-)KI 68 ;^^ ^ IV tell ll—V�i iV 116TH AVE SE WATER PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 'S"" I TLR iO I(♦ L_L vVIV I I\V VIV\7 A :,AI C.iAZI\f\ (1 �7f1 BEARING PAD ELEVATION (TYP) LjVI r\uvI t•1 WATER NOTE: 1. LOTS 12-17 SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS. A 1" WATER METER SHALL BE SEWER NOTES: INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE 1. SEWER PIPE SHALL BE 8" PVC SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD SDR-35 UNLESS NOTED OTHERWISE. 320.1 AND 340.8. 2 SIDE SEWERS ARE PRIVATE AND 2. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM SHALL BE 6" PVC SDR-35 CD➢ 2.0% AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER OR GREATER SLOPE. UTILITIES. 3. SIDE SEWERS SHALL BE 3. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN CONSTRUCTED OF THE SAME SEWER, WATER AND STORM LINES WHERE MINIMUM MATERIAL AS THE SEWER MAIN. SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE 4. SHALLOW MANHOLES PER C.O.R. SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR STD PLAN 400.2 EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL 5. ALL SEWER INFRASTRUCTUREIS PUBLIC UNLESS OTHERWISE NOTED SEPARATION. 4. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER. EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE. 5. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER. EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE. i�Vwr^r Are Jv )f1iA TREE RETENTION nVL rnVl\ L_L.V I � IN.. ^''IN '" ��^ ^_355 HYDRANT (TYP.) V+ II CB STD GRATE a N = II II RIM=451.33' 8" CNC IE SW=449.78' L0 I I EWAY I I I W II i I I II tiOJQ ...a V, °. 40 .-.. .... (HO d N (HO)d �I (z ---- - - - - - - II \\ POWER POLE N 452........11 ' £Oq --- W/LUMINAIRE II. I >\ SITE MAP KEY PLAN ImZlk NTS CB STD GRATE RIM=451.64' 12" CNC IE N=447.79' 12" CNC IE E=445.44' 8" CNC IE W=448.29' 12" CNC IE S=445.48' 3 II SSMH TYPE II 48" RIM=453.07' sSS_ss — SS — s ss — SS — SII 12" DI IE N=442.82' — ss — ss - 12" DI IE E=442.76' II 12" DI IE S=442.87' STA 36+37.99, 17.39'LT BEGIN FRONTAGE IMPROVEMENTS II CONNECT TO EX SIDEWALK II BEGIN 4:1 FLOWLINE TAPER II - EOA o NDSSOAFE M -- M — L.A H LIVIrL FOUND 1/2" REBAR/CAP LUND LS 16218 (JUNE 2022) - GUY POLE La rn Ld CID — — — — — — 9 1 n __ ------ --- ------ - --------- --------- -- ------ ------ — — - II ---__---- ------ I----- __----- _ = 0 H, =5 V 0 CENTERLINE 00 Ln Ln O CD Ln Ln rq CD Ln CD Ln LD CD Ln CD Ln m CD Ln O Ln Ln N Ln I" Ln Ln rq Ln N Ln I- Ln 07 CD Ln Ln O Ln Ln I- Ln Ln N Ln Ln O Ln O Ln 41+00 40+00 39+00 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, 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) NO. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 38+00 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 19W HORIZONTAL: NAD 1983/2011 DATU M 37+00 CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. '07"W 425.00' FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH AVE SE & 157H ST (JUNE 2022) CB STD GRATE RIM=452.1' 8" CNC IE E=450.95' ONS k Q- OF W A Syi 465 HORIZONTAL Q� _ 0 10' 20' 40' Z "=20' 100 41 Ql- SCALE: 1 C/ STF-R�`� VERTICAL s/ONA L ENG\ 460 0 2.5' 5' 10' Ong 1 /6/26 SCALE: 1 "=5' J O J v 455 i 7 _c � 4-J t ._ 0 vs 450 C .0 i W (V N M i 000N is c: < 445 LO i C L0 a-+ f V cMa rO, 00 (1) N W V Y r 440 36+20 W-436012 N O Ln N u H • H co Q J co O C) C) C) 1 `-MMJ N Ir r�7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 02/05/2026 :01 W Cy 004 WATER UTILITY Q �! Haldez 02/09/2026 EE O DATE. z 116TH AVE SE WATER 1 /6/2026 Z ca O PLAN AND PROFILE F1ELD�°K: O PAGE: HARMONY RIDGE DRAWING NO: LU ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 37 DF:66 = m WATER NOTES AND DETAILS FOR N ME- rW V 0 `rr, Z 00 7�5 LL 2 Ln N O N 00 N CA 00 N N N c Q) 00 N N N U O CD CD N N LLJ CL H Q) a rT WATER PLAN GENERAL NOTES Standard Plan No.300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CFTY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS 5HALL 13E CEMENT LINED DUCTILE IRON PIPE, THICKN ESS CLASS 52 PERAWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-B2, ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FIN15HED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 4$ INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES, ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTSANDTO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTORTEST METHOD {MOD} IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND $S PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD, 6, CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CFTY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE TNSTALLE❑ AT ALL VERTICAL AND HORJZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALLAND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS SEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSUREAND PURITYTESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS ATLEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE E(1STING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS RECUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 *�y PUBLIC WORKS WATER PLAN GENERAL NOTES -DEPART-MENT MARCII ?Ulfl tC ;- �I IJ H- ct: DIRECTION OF FLOW I fi" MIN. CIVIN,(TYP.} IJNION (TYF).`} PLAN 3"MAX. z � z a 0 6"MIN, r•' TO CI TY r METER STACKED METER SECTION 5" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1- ALL DOUBLE CHECK VALVE ASSEMBLIES (pCVA's) MUST HE LISTED ON LATEST LIST OF "BACKFLOW PREVENTiDN ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE Of WASHINGTON DEPARTMENT OF HEALTH. THE OWNER/APPLICANT MUST DETAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTI')'J OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.6 •I�PUBLIC WORKS . DI;PAR'I'A�ENT ASSEMBLY FOR IRRIGATION OR=�___ RESIDENTIAL FIRE: SPRINKLER MARCH 2010 EXISTING WATER LINE PLAN VIEW TESTING DETAIL (� I tB FT NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2`rAP & 2"PLUG ONE BUND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CRY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2-TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIC, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD, PLAN - 300.2 DEPARTMENT IN -LINE TEE & ONE VALVE r7-1 7 11-1/4- BEND 22-1/2' BEND 45' BEND CAP TEE 90' BEND A n �1~ OE 1,SNMOE THRUST BLOCK BEARING AREA REFERS TO THE FACE OF BL. MEASURED IN SQUARE FEET NOTES; L LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN, 1 DAY_ PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH, 4. ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 iC' W n 'LiBLIORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS Mt\I�'�'1I THRUST BLOCK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS FIRM SILT OR SOIL COMPACT SAND COMPACT SAND &GRAVEL FIRM SILTY SAND 90' 45' BEND t 1 1 /4' 9p• 45' BEND 11 1 /4' g0' 45' BEND 1 t 1 4' FITTING BEND TEE CAP OR PLUG & 22 t/2' BEND LEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND KENO BEND S 7.0 42 4.2 1.7 2.9 2.1 2.1 1.0 2.2 L6 .6 10 6 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8 2J.J 16.7 16.7 6.7 11.7 8.4 8.4 J.4 &B 6.3 6.3 2.5 t2 SJ.O 37.5 37.5 15.0 26.5 t .B 18.8 7-9 Z0.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX HEIGHT OF THRUST BLOCK (FT) 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.O' 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED REVISION my! t] 1. FIRE HYbRAN770 BE PAINTED WITH TWO CATS OF SAFETYYELLpW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. MATERIALS COMPRESSION 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED REVISION my! t] 1. FIRE HYbRAN770 BE PAINTED WITH TWO CATS OF SAFETYYELLpW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. MATERIALS COMPRESSION TYPE HYDRANT {SEE APPROVED MATERIALS LIST} WITH 6" M1 INLET WITH LUGS, 5 }n" MVO, HYDRANT 1 X" PENTAGON OPERATING NUT, TWO (2) 2 �/," NST HOSE NOZZLES, AND 4.875" SST PUMPER NOTICE EQUIPPED WITH 5" STOR7 ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. aB TEE MAIN LINE TEE WITH 6" FLANGE 510E OUTLET VALVE 6" GATE VALVE IFLxMJ} LJ VALVE BOX VALVE BO)( AND Li PER STD FLAN 330.7 t� PIPE CLASS 52 D!, LENGTH TO FIT Fa JOINT RESTRAINT MECHANICAL )DINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3j4" CORTEN STEEL TIE RODS GRAVEL 1 V4" WASHED DRAIN ROCK, MINIMUM 1' ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL CONCRETE BLACK MINIMUM 16"X$"x4" CONCRET19 E BLACKS UNDER FIRE HYDRANT AND GATE VALVE al BLOCKING CONCRETE BLOCKING PER STD PLAN 330-1 Ja SHEAR BLOCK 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2 PAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 STD. PLAN: - 310.1 PUBLIC WORKS APrNnveo. DEPARTMENT FIRE HYDRANT ASSEMBLY r�zgizlJz3 Dorf RK SCALE: 9/26/25 TJS SURVEYED: MG 1 /5/25 TJS DESIGNED: RK DRAWN: RK ;CHpECK:ED6JT BYDATEAPPR ROVED: TJS N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY vERncu: rww 1 B88 HORIZONTAL: NAD 1983/2011 DATU M ON J � - IN UNIMPROVED ROW, J � INSTALL METER BOX w CITY •PRIVATE p AT PROPERTY LINE WITH p a 1" COPPER TAILPIECE a PIPING: PIPING i I I SIDEWALK I FINISHED GRADE 9" TO 12" - I L 12 -- 24" TO 30" % 21" TO 30" i MAIN -- •--�=f`f. __�� '-0 F i- - LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METERAl MATERIALS D 1" BALLCORPORATIDN STOP WITH BALL VALVE, AWWA TAPERED THREAD [CO) INLET, QUICK JOINT OUTLET, A CORPORATION STOP FORD FB1000-4-0-NI_ OR A.Y. MCDDNALO 7470IBq B TUBING 1" TYPE "1C' SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK C METER SETTER VALVE ON OUTLET, FORD VBH74-I5W -44-44-4•NL, A.Y. MCDONALD 721-415WCC)Q44, OR MUELLER 8-24701-6AN, INSTALL CENTERED AN SClUARE b I METER BOX, PROVIDE ADAPTERS FOR 5/13"x3/4" METERS p WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO 6E PROVIDED BY THE CITY E METER BOX METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI• H7, TO READ "RENTON WATER" F COUPLER {PACK JOINT x PACK JOINT}, FORD C4#-44-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO - COUPLER AND PLUG PROPERTY IS TO BE INSTALLED IN THE FUTURE G GRAVEL 1'4" WASHED GRAVEL PUBLIC WORKS DEPARTMENT T" WATER SERVICE CALL BEFORE YOU DIG: 1-800-424-5555 ki CITY OF RENTON Planning/Building/Public Works Dept. I STD. PLAN - 320.1 'APPR[]rhn ,uhl�r�a.m.rvm.� GATE S k W A Syi � O z 1002410 ,� /DNA LT � ENG\�� 1/6/26 0Qq 0 • J uJ C ^L W � � _c � t i W �N � M ad W-436013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � �uj LJ 7 IV, Al v4m HBray 02/05/2026 � W eu WATER UTILITY (� N p N JValdez 02/09/2026 � O Z WATER NOTES AND DETAILS DATE: 1/6/2026 � Z O O flELDB00K: PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q V S"�' 41 OR 66 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 = pp WATER NOTES AND DETAILS FOR CUT N rW V 0 rr z 00 75 rr 2 I I I I X WE ■ N a U Cn Q 3 N u) 3 I N N c "I 00 m N N N Ln CD CD CD N N H Q) a li EXISTING WATER MAIN PUBLIC WORKS DEPARTMENT TESTING CONNECTION -- POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (I) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING NEW DI WATER MAIN TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (FLxFL) (2) DI SPOOLS (2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) (3) GATE VALVES (FLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (2) DI SPOOLS (1) LONG BODY DI SLEEVE (Ml) NEW DI WATER MAIN NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION S-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO Cl PIPE WITH SAME OUTSIDE DIAMETER 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO Cl PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE STD. PLAN - 300.3 CONNECTION TO WATER MAIN APPROVE[) CUT -IN TEE AND THREE VALVES 6/28/2023 DATE 11 14' AND 22 12 ° BENDS - PIPE CLAMP AND ANCHOR ROD f � . • P21 -L { A a .�1 A 45' BEND PIPE CLAMP AND ANCHOR ROD • c � c. A= 1 MINIMUM DIMENSIONS PIPE SIZE BEND VOLUME (CF) A D • L 111/4* 8 2.0' 1.5' 4" 22" 11 2.2' V4" 2.0' 45' 30 3.1' 6" 11 y4 11 2.2' ly4" 2.0' 22 Y 25 2.9' 4s' 68 4.1' a' 113/4 16 2S' V'4" 2.0' 22 Y 47 3.6' 45' 123 32 5.0' 12" 11 %4, 3.2' 3'4" 2.0' 22 88 4.S' 3.0' 2.5' 45' 1 232 6.1' 11 14 70 4.1' 1" 3,0' 16" 22 Y 184 5.7' 1" 4.0' as• 478 7s' 20' 1114 91 a.s' I Y4" 3.0' 221i 225 6.1' 4.0' 45' 560 8.2' 1114 128 5.0' 1 L4 3.5' 24" 2212 320 6.8' 138" 4.5' 45' 820 9.4' ' D = ANCHOR ROD DIAMETER NOTES: 1, CONCRETE BLOCKING SIZES BASED ON 200 PSI HYDROSTATIC PRESSURE AND 3,000 PSI CONCRETE. 2. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330,4. 4. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO MINIMUM 3' COVER, 6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. 0PUBLIC WORKS DEPARTMENT CONCRETE BLOCKING FOR VERTICAL FITTINGS STD. PLAN - 330.2 1 8r2( DA,E HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON METERED BACKFLOW ASSEMBLY (TO BE OBTAINED FROM CITY) (1) 2 CONTROL VALVE (1) CONSTRUCTION METER (1) RPBA METER SUPPORT (BY CONTRACTOR) 1'I(i�y 7[ - HYDRANT ON EXISTING WATER MAIN NSF 61 SUPPLY HOSE I TEMPORARY BLOW -OFF ASSEMBLY 1 (1) 2" GALVANIZED PIPE (1) 2" 90' BEND �- (1) 2" GATE VALVE II POLYPIG TEMPORARY BLOCKING POLYPIG STATION (1) VERTICAL CROSS (MJxFL), S1ZE TO MATCH WATER MAIN (1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS (1) TEMPORARY BLOW -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM OF CROSS (1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING NOTES: 1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN- 2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEN WATER MAIN. 3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW OFF ASSEMBLY AND INSTALL 2" PLUG. 4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED. 5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6% AVAILABLE CHLORINE SOLUTION. STD. PLAN - 300.7 .• PUBLIC WORKS nvvecrom �1" DEPARTMENT POLYPIGGING NEW WATER MAINS �2 EDAT 90' BEND 45' BEND d / A C . CAP / PLUG 22 1/2° BEND 8 � - TEE 11 %4° BEND MINIMUM BLARING ARLA " AGAINST UNDISTURBED SOIL (SF)PIPE SIZE PR(PSI)RE O OB OC OD OE 4 200 2/(1) 1/GONE) 1/(NONE) NONF NONE 300 3/(2) 2/(2) 2/(1) 1/0) NONE 200 4/(3) 3/(2) 3/(1) 1/(1) 1/(NONE) 6 300 6/(4) 4/(3) 3/(2) 2/(1) 1/(NONE) 8 200 7/(5) 5/(3) 4/(3) 2/(2) 1/0) 300 ll/(8) 8/(5) 6/(4) 3/(2) 2/(1) 200 ll/(8) 8/(6) 6/(4) 3/(2) 2/(1) 10' 275 16/(11) ll/(7) 9/(6) 5/(3) 3/(2) 12" 200 16/(11) 11/(8) 9/(6) 5/(3) 3/(2) 250 24/(16) 17/(11) 13/(9) 7/(5) 4/(3) ]4" 200 22/(13) 16/(11) 12/(8) 6/(4) 3/(2) 250 33 22) 23/(16) 18/(12) ME) 5/(3) 16" 200 29/(19) 21/(14) 16/(11) 8/(6) 5/(3) 225 32/(21) 23/(16) 17/(12) 9/(6) 5/(3) 18" 200 36/(24) 26/(17) 20/(13) 10/(7) 5/(4) 70" 200 45/(29) 32/(21) 24/116) 13/(8) 7/14) 24" 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) ` VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF SOIL TYPE SAFE BEARING LOAD (PSF) MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3,000 CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 NOTES: 1, MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS, 2, FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING. 4, CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT, 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. 8, CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. +Fv¢oveD. STD. PLAN - 330.1 ,• PUBLIC WORKS CONCRETE BLOCKING �Ie DEPARTMENT FOR HORIZONTAL FITTINGS 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►G REVISION � 4" BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE MODEL C88 OR EQUAL, PLACED 4" FROM ROADWAY CENTERLINE AS INDICATED BELOW MARKER I T I I TWO LANE ROAD OFFSET MARKER MARKER I I I I FOUR LANE ROAD OFFSET MARKER MARKER I I ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED ON THAT MAJOR STREET MARKER I I T I I FIVE LANE ROAD OFFSET MARKER PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT PAVEMENT MARKER VALVE BOX AND LID A A -+ B SECTION A -A STD. PLAN - 310.3 VALVE OPERATING NUT EXTENSION 2" SQUARE OPERATING NUT MAIN 4'.," DIAMETER "MIN THICKNESS 1" DIAMETER STEEL, LENGTH AS REQUIRED x" MIN THICKNESS c) 2' " INSIDE MEASUREMENT 2 1," DEPTH NOTES: 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN 3' BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF V LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. 2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, WITH ANTICORROSION COATING CONFORMING TO AWWA C210 VALVE MARKER POST TH REGULAR STANDARD 8" 34" )UNDRY INC DCKING) 3" MIN E 3Ox "WATER", 62° DF WATER " IN PAVED24 TE PAD IN l H ANCHOR READ NOTES: .ITY MARKER 1, VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS. 2 DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST WITH 2" NUMERALS, VALVE BOX, SM. PLAN - 330.7 NA VED )ERATING NUT EXTENSION, AND MARKER POST _ - 6128f2023 a DATE RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE, N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL- NAVD 1986 HORIZONTAL: NAD 1983/2011 DATU M 6 V 3' MIN RADIUS UNOBSTRUCTED WORKING AREA AROUND OUTSIDE OF FIRE HYDRANT ONE MAN ROCK 1 1 k \ 4'x4'x6" CONCRETE SHEAR BLOCK FILL T MIN RADIUS UNOBSTRUCTED WORKING AREA AROUND OUTSIDE OF FIRE HYDRANT 6" CONCRETE SHEAR BLOCK NOTE: 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED - JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. STD. PLAN - 330.2 PUBLIC WORKS FIRE HYDRANT ASSEMBLY A°`"°Vt° DEPARTMENT SHEAR BLOCK 612812( DATE PLAN rr- �J J H A 0 PROFILE FINISHED GRADE I 1 - - 4" TO 6" _. H G � F ( 6. 1 MAIN F e a D A MATERIALS A TEE MAIN LINE TEE WITH 4" SIDE OUTLET (MJxFL) WITH PLUG (MJ) B GATE VALVE 4" GATE VALVE WITH 2" SQUARE OPERATING NUT AND VALVE OPERATING NUT EXTENSION AS REQUIRED PER STD PLAN 330 1 C VALVE BOX AND LID VALVE BOX AND LID PER STD PLAN 330.8 (D FLANGE 4"x2" TAPPED FLANGE (FLxFIPT) ( E PIPE 2" BRASS OR BRONZE NIPPLE, LENGTH TO FIT IF BEND 2" 90' BRASS BEND (FIPT x PACK JOINT), FORD C14-77-Q NL OR EQUAL I G ADAPTER 2"x2 I," BRASS ADAPTER (FIPTxMNST) H CAP 2'2" CAP (FNST) WITH GASKET, NOT VENTED (I 1 METER BOX AND LID METER BOX, ARMORCAST A6D01640PCX18, WITH METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ "RENTON WATER", EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX 1 J I BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 STD. PLAN - 340.1 PUBLIC WORKS 2" BLOW -OFF ASSEMBLY fAww�o-. DEPARTMENT (PERMANENT)��-�^ 6/28r2L .,in•sraer DATE CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. W-436014 N S k Q- OF Al W A Syi Q _A o z 100 4�0 6, STFR �� s/ONA L ENG 1/6/26 • JO J v L C � •� 0 b. i W �N � M C � � Q 00 �01fV N is c Q LO W V CID Y r- N N O N , �J N Q J C) 0 C) co r.� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c 00 HBray 02/05/2026 W N WATER UTILITY N 0 JValdez 02/09/2026 Q DATE: Z WATER NOTES AND DETAILS 1/6/2026 Z ca OFIELDBOOK: O PAGE - HARMONY RIDGE DRAWING NO: Lu ICHIJO USA, CO., LTD Ir Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET' 42 DF:66 = m