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HomeMy WebLinkAboutW-436009I 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