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HomeMy WebLinkAboutW-436011O 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