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Home My WebLink AboutzS-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 CO Q0 O co N N O 0 Lu 0 rr Z 0 G rr Q 0 U (n 0 Ln N CD N N E 0 7 LO U) 3 oo N N N 00 N N N / U) O 0 0 N a_ 0 10' 20' 40' SCALE: 1 "=20' ■ ■ ' O I W W ce) cn WI o W - + = I - 442__---- r—. -- cn 44Q. Z---- QO Z I o Lu F— ..................... JZI Q t 1 V ' I ■ �c� o I �0 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 OFFSITE ACCESS ROAD SEWER 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 ti 10' 20' 40' off SCALE: 1 "=20' SEE_ CONTINUATION TO_THE _LEFT _ r-- a 1` TRACT A 0 o ,,T„ _��T„�� i SSMH#7 LF S DRAINAGE I TREE PROTECTION AP?, �n,.;n5-urn;, 452' ��F 26 8" S FACILITY 14 FENCE INSTALLED PER �3 w---------------------- -�-. 1 ,* C� I . BOUNDARY 0 TREE RETENTION_ PLAN O N w tx /tl*A PLAT ON SHEETS 45 TO 52 W lk c, AB .........................: �SSMH#8� -„O �Q�a � 122 LF 8 SS _ ♦ �� I ! ' - .4,46. , o: O �0 .. . j p �1/ 1 < t� 24" STORM - - .................. O - O _-- \ \ �2a I � � � -- I 1EX OFFSITE TREE TO _ _ _ _442- - _ - _ _ _ �� TREE PROTECTION \� \` S+j, { I ► I ------ `� �/Q FENCE INSTALLED PER ......---... o BE RETAINED (TYP) -- --- �451-=------------ 26 LF 8" SS �C�y --- -- 5--- 297 LF 8 SS __--=-... ___=4 --------------- A- ------_ .�Q ONESHEETSN45NTO 52 i. --= --- SSMH#7 TRACT B18 o W ((0 \ 12" STORM --------436---------------- .----__-- ------- 434 --- -------I_ - - -432_ —.----------------- — — — — — — — EX WOOD \ FENCE \ .a i pi rr iA.,r^ \ mvR nRL� unrviL.: SARA �Airli \ AP` , ___%j V \ TREE RETENTION Ito`p 12" STOR _ L _ _ L _ _ ' ACCESS --- ROAD ----- - -__=gam_�� TRACT A ..438 __ DRAINAGE FACILITY - - - - - - - - - - - - - - - - - - - -- :T-..-.....TRACT B n viirn i n vni EX RETAINING WALL \�/ } EX �a TREE RETENTION . BIJU NG PF;UO"::, J -' �Gu ",' "� �., ,.,C-11 r0 U.... EX WOOD I-_:.�C--mo - FENCE— EX GRAVEL laa PATH a ni SE" i i iERRI T v�_.:Gi � Jn�hhlL. � APB: �'„993v-1130 455 455 HORIZONTAL 0 10' 20' 40' - 63+38.7-5 - SCALE: 1 "=20' - -00 VERTICAL _ 61+75. 0 2.5' 5' 10' 450 450 00 �' LO LO SCALE: 1 "=5' r-- r-- (0 00 -00 O O r7 r7 DO — 00— "'w "'w U) 445 NM NM 445 N Lum LLi LLi fn LV U U N = 440 fbe, 1440 - -SED GRADE Q O V) O 435 435 Q ;\—EXISTING -- Z GRADE J " I _ ST ORM 1 1 4301 430 V ZH - O n ■ = 425 420 O C-0 N co 6 O " 425 420 • 1 =5 V p 00� I� m n O �O 00 O PO N-)n 0) �u') 0) � O— D7 � n 0) N 0) Ln rr) r) N N 00 o6 Q0 �,� r1 N CO r� N N (0 co PO N� N N 6 co M r� (0 N 't co M N� 0)N 00 (D (D r7 � M r� 1n oIn m L6 M r7 0) � M 64+00 63+00 62+00 61+20 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS SURVEYED: SCALE: H 1 "-20' 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED: V 1 "=5' BENCHMARK RK DRAWN: DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 RK ONE INCH MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH CHECKEDB JT AT FULL SCALE HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY NAD 83/ 11 NAVD 88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 TJS 465 460 455 450 445 440 435 430 425 420 I SITE MAP KEY PLAN i'm I cb LO REMOVABLE WOODEN BOLLARD PER COR STD H021 (TYP) SSMH#9 O ZONE .• �� •� - MINE .rMEN MA Illinois M1 MINE M1 ME s - ME �r��•a r MINE �m�d INS MINES MINE MINE IM MEN r�LwjlgAM �5�7►��1�J��—NONE—■I■�—I— ff �ii i��Ir��alE•yll►[�ih:Llrl��■� ��■� ■aa A'■ �m�im��mn ��■� NONE NONE 10 R MISSES ME Imam■ N ME MEMO- �.NONE FIR m, �� i"■—_ ��■wE.��1■Il■ ��■��■NONE MEN m —■—m■ INS MEN �■ MEN NONE NONE .. ; ;; NONE NONE MEN MINE MIME 61+20 61+00 VERTICAL- NAVD 1988 HORIZONTAL.• NAD 1983/2011 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 e,Adsl3q&CITY OF RENTON Planning/Building/Public Works Dept. 465 HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 460 0 2.5' 5' 10' SCALE: 1 "=5' 455 450 445 440 435 430 425 420 0 N S %f �F W A Sy1 � o z 0 4<0 �� NA L 1/6/26 J O J v � C d lln -c 7 . _ : 0 t pf i Lu �N M i 000N -0 or) fV t c Q �3:L0 Q0 i LO a-+ f V m W 0 U N (1) Y N r u N Q J O O O O re 60+00 59+60 S-436012 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING AF HBray 02/05/2026 � Lu �y (D N WASTEWATER UTILITY �' 0 N jstowell 02/05/2026 ' Z DATE: OFFSITE ACCESS ROAD 1/6/2026 Z O SEWER PLAN AND PROFILE FlELDBooK: O PAGE: HARMONY RIDGE DRAWING NO: uj ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHE 38 OF = m OFFSITE ACCESS ROAD SEWER PLAN AND PROFILE CAUTION: PETROLEUM PIPELINES O N r.� LLJ 0 rr z 0 75 rr U Q O Ln N CD N CO N 00 N N N 00 N N N to O 0 O N a_ 0 10' 20' 40' SCALE: 1 "=20' FOR HARMONY RIDGE SHEET 40 A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. ■�■1gn■on TIN11ATIpN ON S ��. EX UNDERGROUND CITY OF RENTON, KING COUNTY, WASHINGTON SEE CON -, - ■ ■ POWER LINE (TYP) G V " F'UKIIUN OF LX UI1UH.- Vr \ 8 TO BE RELOCATED P 18 STORM------ 8 I� 2 ` -- 5 ` ---- ---- -. 6 EX 12" DI WATER _ 52 LF 8" SS1 0� ROLLING HILLS 590 SSMH#3 3: 4 (SSMH#4 PRESSURE ZONE I r m 1 1 R01'L_LI In .vV I'Irlllnl L. I L..: ^ I II 1 C7 V _h V IL_L_n�7L rTlrll IC'- VIVILv I 1 1 ■ A -,;GG4^_r`77r` I rr 1 , , 438_- - - - - - - 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 �. ■: EX DITCH EX 16 ■ WATER ....wQO ' 01� q36 p ....... O.. N w �A v110 w N © O 37 ' I TREE PROTECTION ............... A I '� EX OFFSITE TREE TO "'Two RE;'TO; l `� y 00 `� FENCE INSTALLED PER "" ' "' a, 'i i nR :Ir 2v2 v��-9iv. (j'.- � M 1005 I TREE RETENTION PLAN �3q BE RETAINED (TYP) �'" u - `3 O W ON SHEETS 45 TO 52:-. r : o `W M j H O Ill 15' ACCESS -1 O LLI ROAD 202 LF 8" SS _ _ _ 59 LF 8 SS + ----4 04 - --__ -_ll . Iq SSMH#6__ Z o D,SLnSMH#5 QV7 NINE- � 12tcn Z 44CL_---- ------_434 LJ.I ~ I I I I ..f.-=�_......- _ Z Q EX UNDERGROUND I jTl ' ' '--F'UKIIUN OF LA UIICH TELEPHONE LINE (TYP) �I Imo', �i 1 W �� .,. TO BE RELOCATED �38•. Q�� M� 434...-.' I i i i I r EX CULVERT TO T - _ ��II.� BE REMOVED EX WOOD - I EX WOOD 1 1 WARNING EXISTING 16" OPL FENCE . i , I � I EX 16" CI WATER m 1 FENCE 1 PETROLEUM PIPELINE. SEE Rlvlt ROLLING HILLS 490 �c3Q' i I:" POTHOLE NOTE ON THIS SHEE LjLrl 1 IL PnTI - �/'� 1 1 I 1All ijTC'C rl 11 PRESSURE ZONE 1 k,A f11T1 I nI I L_I I1- u r 1- 1 1 1 L�' IVI/nhh+jUvl I n Ir A n In If -TT[- R TI^^ j •'a 1,•--.....• i ■ . n��iv /'.)�� :v-i2 tV I JLnIVIVL_ I I L_ .� 1 IL�LK EX SIGN 225 LF 8" SS / r i ' ; I ■ ' ' nP 7.,.,,,.,0-12„ 0 SHE40 a ATIE SHEET i 450 445 440 435 430 425 420 415 410 10 : J O _ Z O TREE PROTECTION FENCE INSTALLED PER / A TREE RETENTION PLAN ON SHEETS 45 TO 52 HIGH PT STA = 66+30.09 HIGH PT ELEV = 439.07 - - 64+-77.56 cn J O O 0 0 0 Lo N N Lu Lid I.C) 0cul N (n U U " Ld 3 _XOh r11`NTERLINE U to HIWARNINPIPELINEIIIII EXISTIN PFTROI FIJI EX 16" e 2Li 5 1 6 pi S-TA- RT _ 27 " SSM RIMI= - _427.17 " TYPE 1.,TYPE - " - a • » �f 'E ING GRADE OFFS"T PKUPU5LD GRADE e r7 O O O 00 c0In r- 0) I- 00 O COO M I- to �- � M ) I- CD 0; Opp M 6 't 0) O r7 � O Opp pp O M N r-O r- M r7 N CON r 17 r7 N (0 LO M N IC) ,[j M r� ODo N r7 r7 (D rn^ � I) M I) U) ' 1M ' `) If) N O- In 00 I") O 6 M 67+60 67+00 66+00 65+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) N0. 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 SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL.• NAD 1983/2011 DATU M G50 HORIZONTAL I SITE MAP KEY PLAN I 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 KEYNOTE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. UTILITY CROSSINGS IE EX 16" GAS* = 431.36� IE 18" SD = 437.10 T/P 8" SS = 426.03 T/P 8" SS = 426.16 IE EX 6" GAS* = 435.74 IE EX 16" W* = 429.85 2 T/P 8" SS = 426.04 5 T/P 8" SS = 426.34 IE EX PW* = 437.74 IE 12" SD = 427.56 T/P 8" SS = 426.04 T/P 8" SS = 426.53 *EXISTING UTILITIES POTHOLED AND EXACT ELEVATION VERIFIED 10/22/2025 BY BARGHAUSEN CONSULTING ENGINEERS, LLC. 0 10' 20' 40' SCALE: 1 "=20' VERTICAL �45 0 2.5' 5' 10' SCALE: 1 "=5' G40 �35 W oo `W M H W �30 N 2 co Lu QO G25 � j Z O W Z_ Q J G20 = Z QO �15 �10 CALL BEFORE YOU DIG: 1-800-424-5555 e, CITY OF RENTON Planning/Building/Public Works Dept. S-436013 0 N S k �F W A Sys A.,� ~ z �"1O-M410 /pNA LT 1/6/26 J O J v � c � � 7 � � t C .0 i W (V � M i 000N is 30)N c>QQ0 L0 i L0 a-+ f V cMv W O V 00 a) Y N r IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL N O N u N Q J O O O I N r.7 HBray 02/05/202600 LU Cy FWASTEWATER UTILITY �' N I jstowell 02/05/2026I O DATE: > Z OFFSITE ACCESS ROAD 1/6/2026 Z O SEWER PLAN AND PROFILE FlELDBooK: O PAGE: HARMONY RIDGE DRAWING NO: uj ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET'39 °F' 66 = pp C c o � PUGET DR SE SEWER PLAN AND PROFILE SEWER NOTES: � I \� CAUTION: PETROLEUM PIPELINES \ FOR CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 1. SEWER PIPE SHALL BE 8" PVC NOTED OTHERWISE. HOURS 2. SIDE SEWERS ARE PRIVATE AND SDR-35 UNLESS SHALL BE 6" PVC CV 0 10' 20' 40' PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL SDR-35 @ 2.0% OR GREATER SLOPE. �\ ` l � . HARMONY RIDGE PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE `� MATERIALSAME THE SEWER MD n \ � \ BP FIELD REPRESENTATIVE C.O.R. ESPER 4. SHALLOWMANHOLES ST PLAN 400.2 SCALE: 1 "=20' A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. GARY GOMEZ (206) 510-0575 KEYNOTE SSMH � CONTRACTOR SHALL POTHOLE EXISTING CITY OF RENTON, KING COUNTY, WASHINGTON i RIM=417.72 UTILITIES TO CONSTRUCTION AND WOOD 8" CNC IE SE=411.67' W VERIFY EXACT ELEVATION. CONTACT TEL MARKER POST FENCE N 8" CNC IE NW=411.57' FOUND 3/8" BRASS PIN IN CONC. SITE MAP KEY PLAN RvLLiivG n1L_L_S " LLI ENGINEER IF CONFLICT EXISTS. ROL�.I;If;; HILLS TEL VAULT 0.89 BELOW GRADEINTX SE 19TH ST & PUGET DR SE NTS JI�.�.,",:�E �;��v�ES EX 16 CI WATER A IV /,�vvtV V ROLLING HILLS 490 (' % "''"' 7 ;uc�^-^860 WATER MARKER `JI1L.�.,"-,:%E �;OkvAES A PNl -' 10"'^ ^''''^ II�IV /,/vvlV-vLLV GATE N (JUNE 2022) PRESSURE ZONE JBOX L Z a POST EX R W W 12`" ADS I / EX GRAVEL EX 12" DI WATER EX ADA ; J EX ADA 12" CNC J CULV SW CULV NE / TRAIL ROLLING HILLS 590 RAMP _I RAMP=433.73' o �, Q. PRESSURE ZONE O IJ 0 =415.48' ti / EX SIGN �� EX UNDERGROUND \ (BURIED) _.• 438 .CNC CULV NE w ��$..... — `} LIGHT JBOX yam...... w T(UG� _ ---- 6c 12 ADS CULV SW TELEPHONE LINE _ ............... _ -----_� ... E — — — ... E .... T c rNG) / NG) r uG —W W ....-. ... WATER 2.. .4-34... 436 4.32.28' :0 W MH 40 (TYP) 43 ..... ..... ................. ...-: : ........:..::::::::...... :......_. �................ 428 430.. _ ....................................--...................................... �B�URI�D} . ...... .. .................... .................................................. _ _ _ 42� .............: 42 �•........ .......................-.-. m .... T U .... -�-�-�- .... .... ( w• _T(llG)---T � �UG�--�U — U w TU�� VT(UG) T(UG)..--..i(U�)..- T(UG)�_"--,...-.-.-. T{116) ..T(11C) TUC - T T( ) { C) .. T(UG) T(UG)...... T(UG).......... T uG rn im � � — — — — — — � — � — — — — — — — — — — — ........................ (— _,u. _ c, , , TUG) E�-) , . E �r -• T - w WARNING EXISTING 16" OPL ...--.....� W W..--._. W W �.> y\yu� ...— . — W W W W W W W..... W W W HYDRANT / (�cs) / / ...._..-.... .— - -....w •- / ..... ........................... .. . PETROLEUM PIPELINE SEE W 0 75 -------- w---- I --- --- W'_______17-Aq / ___-______W_ W _EOA__-w ------ - -� — \\\ - - _ -------- WATER MH SIGN I `� _ _ - iN - w �V - w - i i�i - - - - -+/ - J w S �p POTHOLE NOTE ON THIS SHEE _ __ - CUT INTO EX I Ex SIGN GJ P U G ET D R S E EOA SEWER LINE AND N I I 1 2 3 Q INSTALL MANHOLE - ----- tip. -------------------------------------- --------- ----- » N� N��ry ,�"�� --- -7`-----------LSSMH#----------------------------=----------- v-------------------- ----- 240 LF 8 SS ------- --------------------- 2-------------------------- 225 LF 8 SS -- SSMH#3 t� I SSMH#1- - ---- ----- ----------------------=- N---------'--------------------=----------W-------------------------- " -------------- ----------------- ----------=------------------------------------�-----------------------s"---------- - - --- -------------------- --� I �..' GAS MARKER O STA 49+96.17 O BEGIN FULL LANE EX 8" WATER POST EX BUS GRIND AND OVERLAY STOP SIGN : G GG GGGGG— G GGGG'—EOA-GGGGGG--G—GGGG—GG --------------------------------------------------.------=-_� EX V.'.. .�..''•. LIGHT T(UG) T(UG) T(U T( G) T(UG) S S} -'- T(UG) T(UG) T(UG T(UG) �P ' O 0------------ " " �O------'-------------- - SAWCUT O I --------------=----------------------�.------ --- 12 STORM-------------------------------- ---- (TYP) EX 16 , I ------------------------- GAS MAIN BEGIN FULL STREET I I "-. STA 52+08.54 �--------------------------------------------------------------------------------------------------- -----TIT: •. I I EX DITCH •GG GRIND AND OVE , , ••-. RLAY------------------------------- I �� G --� =G- -�--- 1 G-=�-� G - - —6— - -6-- — -=-G --� G_—S — S--_G _—� —Sz— ---� �- —C- G -- -T [^_-----�-- — -- � — G - C-- G — G G SIGN.'-. GGGGGG'.—GGGG GGG� G G - U TUG T•UG TUG T(UG) T(UG)'� T( ) T( G) T G) T( G) Tp�G (lf G� c(��G� P(�! P(UG) P(UG) .. P(UG) P(UG) (liCiT T(UGP)(UG) TUG (UG) TUG (UG P G� '� ( ) ( ) ( ) P(UG� P(U�� P(UG� P(U�7 G) T(UG) T(U TUG TUG G� ( ) ( ) lJ T(U� T(U ) T(lIG) TNT '•-....... )P(UG) rd`) I I O'-o O .. I I STA 54+67.57 15.88 RT ' ' END FULL STREET GRIND. wEX I AND OVERLAY EX 16"GGGG c — G — G — G c — G-EOA _WATER G G Cp f8( ( �(tlGr (tiGI ( P(UG) P(UG) - Ot �1 16" GAS MAIN G G — P(UG) P(I JBOX VGA I'. IP(UG) --- P(UG) .. _ . 9�w . - -. L -.. P(UG) G) P(UG) P(UG) P(UG) P(UG) P(UG)-.......... (��)...... '•... .•...i/ "'- .. UG PUG) P(UG)' ._ P(UG) P(UG) )T(UG ........... ..-.P(UG)..... P(UG) -'•'•.- .. ..... P(UG) ..... �r P. (�G \ -.�... ... p( ) .... ........... ) .. P(UG) P(UG) P(uG)... - ...................................... EX DITCH'(GG> P{UG)................ ...........1.2.. CNC CULV-.NE - - - .......�--...... -. _ ....P.(llG).......... ... (UG) :........ P(UG) .......... — - — — — ..-....."'•"' .. F� ... .::. - ....._ '- — .. - �(U . _ .....,�... ............... ....... ... G- - — 7— P(UG) UG) P(UC J X �. - EX ADA EX ADA RAMP. RAMP ~ N RAMP G T(UG) r(u) EX SIGN ............... `:. jNG� :: O..- ....... — — — .P.(UG� F� G} F—: °�� ... ... PUG ..? Ems- - - - - - E EX UNDERGROUND— ...E=433.26 :'.... .....-. = 12" C CUL LIGHT ...•� ... IA( .... POWER LINE (TYP) ••��-��•I LIGHT JBOX S- . . -42 50'.....V _. JBOX-.... 12" CNC CULV SW_'18" D NE �\ 5. I CULV 1. ...r G) .... ...�. .. � \ i , ,•.. ---------- / O -` - - .................0.. -................................. =12" STORM EX- HEDGE ... .. » ....=433-.74 ...... .. ... 12 STORM = .430 O 436 52 CULVERT ❑ -.. - .........432.. ..-...-...- O LIGHT / E ...-..... MOVED .. P R I N OF O $..-' 0....-. ...... Q............................. JBOX TO BE R �� » 12 CNC CULV NE ... �2 O 18 STORM X j „ .-... - 12 CNC r� I� G I i � • ti ..-'��'� 12 CNC CULV 'SW �`L=417.49.-' _ ........ ......... ....--.... EX WALL POWER O �.- -. ...---424.83 `�. O:• .436 O . � .. .................... ...-. VAULT E i SSMH#4 RELOCATED CULV NE W =412.67' II I :_ _ WOOD EX SIGN �;�` FENCE .. .................. _ _ _ — X. R/W ii i — ii — ii TION OF EX DITCH I �................ ...... EX R W E POR / l '. O O a WOOD I TO BE RELOCATED I w w w w w „T, ^� �AIr FENCE EX HOG I R- ` ! ' 01 VI W 2 T^"1 "1„11„CAI r11AT :. .. ..� �. VI V I V\7V I LI V I rill I �� EX OFFSITE TREES TO GATE I �i Dill 1 11 A A I /,r A I 1, �� "If,I 1,/r-� A /1 WIRE FENCE VL_L_�Vlll V .-cRIIL.L/ -� 1 V.�V 1 BI,V BE RETAINED I 18" DI CULV SW I ) ""' " iil�V 2l^l'� ,, c .. WATER METER & A a" I ,cc ;^ ,ten^ CB STD GRATE i�= �� ---� l„ 14 �'.'.. ,,V-1",V RIM=416.74' CB STD GRATE WATER METER RIM=416.82' 12 CNC IE NE=413.74 :• (TYP) A rlr �, A TR1/,1( I „ �T11 - WOOD I T->A" /,A/,AI I BL/l1IL r 1, I Iv=436.86' CULVERT S & r c I H i R1 r1Vn,nv „A-�-� 11 T1 1 A pA 1 -. �;, ; ;^_,�-.^ FENCE A DI, -• �"� ^_,��^ 1vIflRR+uVui T rT '" '��" '_"' " '�/��/� '�� ^DkI �,;aa;0_�2�0 TO BE REMOVED SEE CONTINUATION ON SHEET 39 DCVA EX & DCVA 12" CNC IE SE=413.39' 12" CNC IE SW=414.32' SIDEWALK 12" CNC IE SW=413.24' EX SIDEWALK ^ 445 445 g LL W ON Sk -- -- 440 440 �F W A Sy1 ,` ��, � .9 VERTICAL— o z � � � s T E — S�NA 435 — — 435 NLd AL _ J — 1/6/26 o _ — - _— - - EX GAS J -- O 430 - 430 A WATER J v _ i 3 LLI — _c 7 — — +-+ Lu - \ 425 — — 425 J _ — � SSMH# W � O — — E a TYPE o -Z — N W — w 0) i O m — — _ 420 — 420 — — _ " j — >Q L�>LO — — i Ln }T N m N - J _ m V co 415 415 r� J 11411) J 410 - - 410 _ 1 " 3 " _ " S-436014 _ » 2 " - - "CENT — — IN COMPLIANCE WITH CITY OF RENTON STANDARDS s 3 405 NE NG 7 N N N N N o rn u7 DEVELOPMENT ENGINEERING °' 0 N "' LO `� '� DO 0) 0 N "0 �' "t n `� � 00 °' HBray ' AF N N N N N N N N N N r7 r7 r7 r7 r7 r� r� r7 r� r� r7 02/05/2026 J J J i s WASTEWATER UTILITY 5 T 49+80 50+00 51+00 52+00 53+00 54+00 jstowell02/05/2026 ' CALL BEFORE YOU DIG: SURVEYED: SCALE: 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/2 TJS H 1 "=20' HORIZONTAL: NAD 19B3/2011 2 CITY REVIEW COMMENTS DATED 9 25 2025 ANG 1 5 25 TJS v HORIZONTAL. NAvo 1988 1-800-424-5555 / / / / DESIGNED: �K V 1 "=5' CITY 0 F PUGET G E T D R S E SEWER PLAN AND PROFILE DATE: 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 N0: J 7 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. BJT NOT ONE INCH ICHIJO USA CO. LTD L) HORIZONTAL DATUM: VERTICAL DATUM: NAD '83/'11 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:TSCALE ACCORDINGLY , , 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 40 °F 66 JS N CD Ln N 6 , u co J CD O O O co N Ir ra 00 LLI 04 (� N N �0 � Z Zm 00 ILr . au Loll om SEWER NOTES AND DETAILS FOR O co N W CD _0 rr z 0 75 rr 2 Ln N O N 00 N Q) E 0 0 u) I N N N / 00 N N N / In O O O N N li! / H Q) a IT HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSlgn Envelope ID 3456681D-914F-4F20-AB59-7CI92D3878A3 DocuSlgn Envelope ID 345W81D-914FAF2D-A65�-7C192D3B7BA3 dncuSign Envafope ID 345566ID•914F-4F2D-AB55-7C792D3B78A3 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL GE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E* SHELF AND CHANNEL SHALL BE 300D PSI CONCRETE PRECAST BASE SECTION DR CAST IN SHELF COMPACTED SU&GRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE A, ,B. C. ,D, .E, 48" MH r54" MH 48" 54"_ 6" MIN, 5-MIN 24" MIN. 21" ID 8" MIN 5 5" MIN 24" MIN 24" 1 1) 60, MH 60" 8- MIN 5- MIN 42" MIN 30" 1 0 NOTES. 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECA57 CONCRETE IN CONFORMANCE WITH ASTM C-478. T 3 ADJUSTMENT OF H CA NG T A H PER FH F H I T E STI ❑ GR DE SHALL BE E STD PLAN 106 _�StSE_4_ SHIMS IS PRO IB TEG. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 5 RUBBER GASKETED JOINTS SHALL E3E IN CONFORMANCE NnTH ASTM C- 443 5 CHANNEL WDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MADE USINC KOR-N-SEAL BOOTS DR APPROVED EQUAL B IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FiNISHEO GRADE OR MUST HAVE AN AT -GRADE, MINIOLIM 2'-VADE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING- 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN - 400.1 PUBLIC WORKS—�ro^.- auY DEPARTMENT STANDARD SANITARY MANHOLE I Martin Pastue&261202 b.9❑ DATE I 12 5' OR NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL HE A MAXIMUM OF 18" BELOW THE COVER PRECAST CONCENTRIC CONE RUBBER GASKETED JOINTS SEE NOTE 5 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED IF REQUIRED, LADDER -POLYPROPYLENE SHALL EIE ATTACHEQ TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSI CONCRj<TE PRECAST BASE SECTION OR CAST IN PLACE BASE WITH CITY APPROVAL. COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE A. V ,C, ,D, .E, 48" MH 48" 6" MIN 5"MIN 24" MIN 21" I.O. 54" MH 54 8" MIN 5 5" MIN 24" MIN 24" 1 D 60" MH 60" 8" MIN 6" MIN 42" MIN 30" 1 D NOTES STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO B£ OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTim C--478 i ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF 5HIMS 15 PROHBlTED 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; W SSER MC- SHIELOCOAT 100 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE. 5 RU96ER CASKETE JOINTS SHALL BEINC{NF MANGE WITHAS M C- 443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TD MANHOLE SHALL BE MALE USING KOR-N-SEAL BOOTS DR APPROVED EQUAL S IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR SHALL HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AR{}UN1] THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING STD. PLAN - 400.2 • PUBLIC WORKS APPdrpneder �1\ DEPARTMENT SHALLOW SANITARY MANHOLE Martin PastUd 6/2020 C��.lwI FMIP49D DATE 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 1 12:5 WASTI:YYATER UnLTTY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS ANO SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATGONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLAINS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 19BB HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM I9B311991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RF-SPONS131L I TY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF 13ACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY BF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL. STATE AND FEDERAL REQUIREMENTS. 8. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXEMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. 9ACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE I LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALE NTTo BANK RUN GRAVEL FOR TRENCH BACKFILL (9-D3.19)- 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SDR 35. C90CIC905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION. ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 8-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION F ON -SITE I O S T£ EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHI CH HAS BEEN STAMPED AM £i1 AND SIGNED BY A LIC N D F E S7= P RO ESSIONAL ENGINEER OR L10EN5 £[7 PROFESSIONAL SURVEYOR S PLAN - 413 • PUBLIC WORKS WASTEWATER UTILITY A"" ° ED DEPARTMENT STANDARD NOTES Martin PastuchaO/26/2 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 VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M COVER PER STU PLAN 401 PATCHED AREA f cor►�t } ti 1I t � (SEE NOTE 9) SEAL wtTH EOUALDADRY SANDIR 4000 AFTER OVER AFTERPLAN PATCHING NTS 0UTSAE VAMtTER OF (SEE NOTE gi A1IAJSVENT RING AND x x � Eao1TG>w DE FRAYL SEE NOTE 2 MORTAR JOINT(S) (3/8" MIN.-2" MAT{.) ADJUSTMENT RING (1" MIN.). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6, 7-05.91). SECTION A —A NOTES 1 REMOVE PAVEMENT AND BASrMATERIALS FOR A DISTANCE 5- CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHIC H IS EQUAL TO THE DIAMETER OF THE f RAMJ= PLUS ONE ONLY BY A JO URNEYMAN MASON. FOOT (MIN.y ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR. 8, ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOM PLISHED W ITH ADJUSTMENT RINGS AND MORTAR ONLY 2, REPLACE EXCAVATED T A MATERIAL WITH A MINIMU M OF E1" OF THE 119E OF SHIMS IS PROHIBTTE. HMA CLASS } PG 64-22 (OR TO A DEPTH THAT IS 2.9ELOW THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY 18 GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DIETERMINEO WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 3. ADJUSTMENT RINGS AN D FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. S. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 4- MORTAR SHALL 9E MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 9. X= V-0' MIN. TO 2 -W MAX. -PER ENGI MEEL" INSTRUCTION STD. Purr - iDe • PUBLIC WORKS TYPICAL CONSTRUCTION RoveD UBLICDEPARWORKMENT AND ADJUSTMENT OF MANHOLE RISERS DA CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. S-436015 ON S /r F WA S y/ Al �1�1 _� O Y� 100241 o- /DNA LT � 1/6/26 J uJ � C � � 7 � 4-J t . _ 0 of C .0 i W (V M i Q 00 IN is c: < L0 i C LO a-+ fV m W 0 U IN r— Y N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N N N O O LO N u N D J C) C) C) M) t'J N r.� HBray 02/05/202600 W 04 WASTEWATER UTILITY �' jstowell02/05/2026 'AF SEWER NOTES AND DETAILS HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N 0_N cr O Z DATE: 1/6/2026 z m FIELDWOK: 0 O PAGE: DRAWING NO: uj SHEET: 4DF 3 : 66 = m � SEWER NOTES AND DETAILS co � FOR HARMONY RIDGE � A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. W CD 0 rr z 0 75 oC Q CA I N N N / 00 N N N / rn CD CD CD N N H Q) a f7 CITY OF RENTON, KING COUNTY, WASHINGTON ❑ocuSign Envelope 10 345B88lD-914E-4F2G-AB59-7C192D3B7BA3 DociSlgn Envelope ID 3458681D-914E-41720-AMI9-7C192D367BA3 DocuSign Envelope ID 345B68ID-914F-4F20-AB59.7CI9203B78A3 BOLTHOLES - 3 PLCS ERUAL.LY SPACED 120' APART [IN 23 1/16' (566nN) DiA 8 C (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA i635rr 3 1` 3J4' r i25rir�] 114rIroI 8 3/4' 2 112` — 1222MMI 164rorII TYP COVER SECTION VIEW 26 112' DIA C673mm 25 1/4' DIA E1 ]/16' 11/4' (bIq"> DIA DIA [P7nn] NT:I]PRENE GASKET 6' [ 15} ran] 5/t3' 23 3/8" DIA CL OPEN 116MMI [594rtto] 27 5/16' DIA I694r,nI 34 1/9' DIA COVER BOTTOM VIEW ELT SOC (ALLEN HIE4D) 5/9'-11 X 15 SS RUBBER WAS-IER BOLTING DETAIL 1/4• 1 ILLS' C6nn] 127nm1 land] CRann] GASKET GROOVE DETAIL LB67MMI NOTES FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JDRDAN IRON WORKS INC PRODUCT No 00371572 OR EQUAL. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY "SEWER-) STD. PLAN - 401.1 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER DEPARTMENT (CITY -OWNED) Martin PastucH911/10z "" ggpaK4v0. DATE 1 12 -.1 rr ;I--,-T--------- �� EX. SEWER MAIN II PROPERTY UN£ SPDOL H (LENGTH A5 NEEDED) I - 3'-0" MIN Ti•' SEWER STUB v 'x" FUTURE 4- SIDE SEWER I 1 I 2"x 4" STUD MARKING POST PAINTED 11 I I� 6" CAP WHITE WITH THE WORD 'SEWER" STENCILED `SEWER MAIN TEE X B' TEE i I IN 3" HIGH BLACK LETTERS AND 0 WIRE SIDEWALK ? WRAPPED AROUND TVIE SKID AND I l j EXTENDED TO YHE TOP OF THE STUD ' COTJPLINC (TYP I 1 H y c T.i I # I ij I� I� I gl'ND A5� REQUIRED 6'X1VX6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO M367502 OR APPROVED EQUAL. SPECIFY "SEWER" ON .10). CLEANCUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE B" IN DEPTH EXISTING SANIYAR!Y SE WIER MAIN -3 T2.0% MIN DPE 14 �\,UrURE 4` SIDE SEWER "'�61 SEVAR STUB `6"x6"x6' WYE FUTURE G"z 4" itEDUCER SEWER MAIN SIZE X R" TEE ACCEPTABLE PROCEDURES FOR SIDE SIEWER CONNECTIONS TO EXISTING SEWER MAW A MTRIFIE15 CLAY MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN - CUT Ili A NEW PVC 'TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC A C900 PVC MAIN - CUT IN NEW TEE USING RIC1D COUPLINGS OR CORE -DRILLED VOTH A ROMAC SADOLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CURE -DRILLED WITH A ROMAC SADCLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CHPP, ETC ), CUT IN A NEW PVC "TEE" USING 'STRONG-6ACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - CORE-DRtUEO WITH A ROMAC SADDLE "IN5ERTA-TEE' MAY BE USED ON SEWER MAINS 12" DIAMEYER OR LARGER C MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -CUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BDOrs OR APPROVED EQUAL N OTES- I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE 7URCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 7 UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEYATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR +NSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPEC71ON AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVE5 AT THE APPOINTED TIME DO NOT BAC]KfILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWER$ IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD %AN 110 OR 11DZ 6 T-tE SIDE SEWER STUB SHALL HAVE PIPE BEODIkG IN ACCORDANCE WITH 5TANOARD FLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON PUBLICSIDE SEWER STUB STR•PLAN -406.1 w1�y "'i� DEPARTMENT TMMENTENT � INSTALLATION Martin PastuchOV26I2D2 (SEWER MAIN TO PROPERTY LINE) a 4SD DATE BENCHMARK DATUM TOP OF 3/8H 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 1k "i REVISION ALL 90 TURNS SMALL RE ACCDMPusHE3 BY MEANS OF A WYE WITH CLEANOUT AND 4" BEND AS RtOUIREO (NO I'REArM 45 REND TWO 45' BENQS SHALL NOT BE THAN 45- BEND) EVERY 21HD CHANGE 4" CLEANOUT WYE WITH ACCEPTADLE (SEE NOTE 11) IN DIRECTION OR GRADE WILL REQUIRE 45 REND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) w w w HOUSE S I NOOSE I HOUSE I HOUSF a 3 -O" MIN 4" SEWER PIPE SURFACE CLEANOUT 4" SURFACE {TYPICAL) fi"II 6"nG WYE * - CLEAPIpJ7 4" SEWER PIPE. SEE NOTES 2 (SEE STD PLAN - 4Q7] WYE I'4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FCR +„ WYE � / PLUC FACE UP OTHER THAN SINGLE FAMILY IS F ROW UNE CLEANOUT [TYPICAL] I - R ❑ W LINE 3. MIN a B"x 4" REDUCER k (TYPICAL) EL MAIN SEWER LINE _ ran NOTES IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a FLDDD LEVEL RIMS LOCATED BELOW THE ELEVATION I PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTOR. A C O OF THE NEXT UPSTREAM MANHOLE COVER OF TIT SIDE -SEWER AERMIT MUST BE PURCHASED TROD THE CITY OF u PUBLIC SEWER SYSTEM, A 5ACKFLGW PREVENTION RENTON PUBLIC WORKS DEPARTMENT. z DEVICE SUCH AS CLEAN CHECK EXTENDABLE .� BACKWATER VALVE OR APPROVED EQUAL SHALL BE INSTALLED 2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE THE I PHONE 4TE MUSTBEREADYY FOR INSPECTOR PERMIT INSPECTOR AND A REPRESENTATIVE ca W" FLEYDBLE CDUPLWG (FERNCO OR EQUAL) ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED THE DO MOT BACWILL THE DITCH- UNTIL APPROVAL 15 OVER BY THE INSPECTOR SURFACE CLEANUUT 4"a 4"u4" WYE 3 SCE SEWER PIPE AND FITTINGS SHALL BE PVC MR M AIN RUBBER 4" PIPING GASKET LIDINTs UNLESS OTHERWISE APPROVED BY THE PUBLIC PLAN WORKS DEPARTMENT BUILDING DRAIN FOR 4 A MINIMUM GRADE OF 2% (1./4" PER FOOT) MUST BE MAIRTAINTO LOW ELEVATION HOLISE WITH A 4- PIPE IN THE EVENT A 2X GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLC WORKS INSPECTOR, THE MAIN 110 5 FEET CONTRACTOR MAY INSTALL A 6• DIAMETER SIDE SEWER AT NO LESS R G W LINE R0 W. ONE TO C6EANOLIT I M THAN IX 570E SEWER BUILDING SEWER BUILDING 5 INSTALL SIDE SEWER WITH 2' MINIMUM COAR 18" COVER 15 ALLOWED s1U9 DRAIN 3 FEET MIN AT FHE HW% IF OUTLET 15 SHALLOW rrl i e ALL BUILDING SEWER AND 510E SLI ERS SHAU "VE REDOING IN I� Qm� ll ACCORDANCE 1W1H STANDARD PLAN 405 7 WHENEVER iEA519LE, THERE SHALL BE A MMNMUN S FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL ;2cc x• i + �, $ m OTHER UTIUTIES w� 2 m ♦ 47 n S p g � � � („ � �" r� R 90E SEWER TESTING SHALL CONSIST DF PLACING A PLUG IN THE o 4N vS o g TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT AT THE BLIR.DINC- THE SIDE SEWER PIPE SHALL BE RULED TO WITH n x g a : i WATER TO INC TOP OF THE RISER PIPE NO LOSS OF WATER SHALL n DCCUR FOR A PERIOD OF TO MRNUTES. THE SIDE SEWER MAY BE o CONNECTED TO THE BUILDING FOLLOWSNG 1HE SUCCESSFUL p a, COMPLETION OF THE LEAK TEST 9 THE CLEANOLIT AT THE RIGHT-OF-WAY SHALL 8E INSTALLED PER AN STANDARD PLAN 4T761 THE CLEANOUT AT THE BUILDING SMALL EC TAL_An4H 1HSTAU_fO TO SURFACE GRADE ALL OTHER OLEANOu TS SHALL BL NS AL OVIL So4 IN STALLfg TO WLTHW 12" OF THE SURFACE tO IF SIDE SEWER STUB IS NOT AVAILAELLE TIRE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4W 1 ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONGED CONTRACTOR CALL 811 BEFORE YOU DIG 1, ALA TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC or go to RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 www CQ3IQBFOre]K]uo-g .vg 12 ALL WORN SHALL BE ACCOMPUSHED HN ACCORDANCE RTH: THE WASHINCTOµ INOUSTRIAL SAFETY AND HEALTH ACT (AISHA) PUBLIC WORKS TYPICAL BUILDING SEWER• PLAN-4013.2 w 1 12: DEPaRrMENr FROM PROPERTY LINE TO Martin faa5tuc#t�Yz�jz��I BUILDING CONNECTION • � 7 09BB449 OATE RK 9/26/25 TJS SURVEYED: SCALE: VERTICAL- HORIZONTAL-NAD 1983/2011 ANG 1 /5/25 TJS DESIGNED: N/A RK DRAWN: RK ONE INCH DATU M CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY TJS I 12 DccuSlgn Envelope 10 345B6810-914FAF20-AB59-7Cla2D3B78A3 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ----, FOUNDATION LEVEL W (SEE NOTE 7) --, LIMITS OF PIPE ZONE 6n O.D. of PIPE BEDDING FOR SANITARY SEWER PIPE N OTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2- HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO. 95% MAX- DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-05 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORS[] IN SUCH A MANNER AS Tp ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. O N S k Q- OF W A Sy1 Al _A� o z 10024�0 /DNA LT � 1/6/26 J O Y! L � 4-J t � • STD. PLAN - 405 N w1 y PUBLIC WORKS PIPE BEDDING P N DEPARTMENT FOR SANITARY SEWERS Martin Pastucf W26/202 Q:T!tt�=44im I, W dATT � � N M O a000N i : >Q #A > L0 i r. L0 a-+ f V cO a M W V (1) N Y 't r— CALL BEFORE YOU DIG: 1-800-424-5555 ki CITY OF RENTON Planning/Building/Public Works Dept. S-436016 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL HBray 02/05/2026 ' WASTEWATER UTILITY jstowell 02/05/2026 SEWER NOTES AND DETAILS HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 N N N O O LO N M u co J O C) co o N cc WE 00 Lu N (D N N pC O Z > z m DATE: 1/6/2026 O O FIELDBOOK: PAGE: LU DRAWING NO: au = m SHEET: 44 OR 66