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HomeMy WebLinkAboutW-404803CD N N O N N N E 0 0 N 3 I 00 C c a) rn 00 / CD CD CD 00 U) U .O 0 In O Q < Lq a L. FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS: OF 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW F RE T �''ERRA E PLA �'' 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO O 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE A PORTION OF SECTION 04 TOWNSHIP 23 N. RANGE 05 E. W.M. REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL > > > HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. CITY OF RENTON, KING COUNTY, WASHINGTON 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH SEE SHEET 47 ROADOVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END BEARING PAD ELEVATION (TYP) FOR CONTINUATION la I 737260III ....... ..... - ...... ............SSCO#7 SSCO#6* SSCO#5* I SSCO 4 12» STORM" 373.302+23 1+95 370.90 369.70 .........55+10 0+58 "6d _..........44'L=44' ..L1-' 2.00% i 44cL41-'...? 2.00% ........356...... �Q l�L=44' ....... "' - I 376.1Rliv@C0373.83 M©C0=3$374.86 L=4RIM®CO��. ' �'//��■.17 t=370IE 6036747 .2 \� ........ c66S.5A�67Z ... .....358... ----- --------1-0- IE=3�S=.1ow .3788 S=10.92%O 1 An i 4 A r. - W 1 W 1 .-3 t7� / .......... 36 p........ 2 = : $ W .......................... �• U9 ccoI \�..,... 332 LF 8" DI F 181 LF .8. Df � 3 ■ W 1 ��4'g' 366 .... o \� 6" DI SS 0 290 NE 27TH PL 3....... Q.........................362'........� ;� -3�� 0 12" STORM "3' W I.LI r' .. .289-•LF..B�..PVC SS / co Ln 260� LF 8" PVC SS r Qco1 HV.1 co / 6" DI SJ ........... W SSM #6 2 STORM '� 4jw 1 24.".. STORM /...... 24" STORM '........ �... . Z■ 1 ............. \ a . °. /A A - - a i•. e LOY U - �- - - - - - - - - - - - - - - - - - - • - -.- - - - - ■-b`: .- - .e ' = = e -\ . '•^s. ..... a'-r a °.. '•e aa e ^� e ! V . • a• 7 a QI ----------------------- ► SSCO .20.. 68 � "SSCO#16 o w �- .. -... SSCO#17 SSCO#18 ............. 1... 7 1.+77 LL=37' TT ... .. . .... -37 375.45 L=37' 375.79 L=37' 374.15 I 371.98 I""^w= a372.63� • . ��o 3 .. RIMS. ^ _ r................ .. 37;50 15 16 RIM®C0=3(r1- 17 RIM®C0=31 18 I 19 ��o..... "20 IE_3fr60365.49 37385 367.55 IE-378:$�368.07.....37.3.80 IE=359-+8367.65 E 366.55370.50 I 365.73 3�9•s0 370.00 S=7.42% 22. S=13.34%367.76 S=9.75% S=6.41 3iT8....................... I MC MC ! 385 375 370 355 0 10' 20' 40' SCALE: 1 "=20' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL NOTE: ROADWAY FINAL SUBGRADE SHALL BE 0 10,40' ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. 2112 1 "- ' - NINE IN z O O ACV nr ACV O pri O 00 Z 04 o oKa In cn, 0 o O cn r- r- O pe) n LT) n Lw Lo n �w �w �w 00 r NU (nU mU mU LLI U U U U U) z ia ULu M7:: IBM- PROPOSED GRADE 1 to T a 2 GRADE of-EXISTINC Ilk I� M "' C4Z"' LO 6 - - + _ - -� 0000 3 4 -- ----__ -- -- - _ n M - - ,1 �r- O� I-N - 24 STORM H --- -- - STORM It- IT PVC 0 SSMH#6 SHALLOW STA.- 1- DENT - 564.56" , PROPOSED GRADE-1 95 MPH DES0-SPFFn IE n 364.4 00 GENTERLINE 00 ■ co 1 �^ ,� p in (0r` M i) 00 M � Pr)' �p M c r7 in �^ M co OO O N co �� M r7 c0 M r"') N n CO^ M r7 co 0p r- d �^ M r7 co M M ^ O r- d C;r7 CID^ c^ r7 M r7 r) p r7 (0 M r7 DO O c.0 p N CID M r7 r) OO N 0; N co cDco M N-) r to N 0j N CIDto M r7 <p Oi N CID M r7 r) Oi N co (.0 M co (.0 0) I) co CID M r7 L0 p) � Oi r7 co �I., M r7 � d- C; to � M co M CD C;r7 ^ co^ M In N co N p r7 (0^ M r7 � 0) � p r7 �^ M � M �^ M ' 00 Pr) 18+00 17+00 16+00 15+00 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT Me REVISION TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: JT BY DATE APPR APPROVED: BJT scALE: PLAN: 1 "=20' ,E,T,CAL NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I - J I 1-1 LL- _ r SITE PLAN KEY MAP a 14+99.77, 8.14' RT & 17.79 RT O STA. TT7 7 C I' 7 AA- RT 0. 1 �T INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING 2 STA. 15+35.31, 7.00' LT INSTALL: 1-8" TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING UTILITY CROSSINGS: IE 8"W=366.35 IE 6"SS=364.90 ® T/P 12" SD=362.41 T/P 24" SD=362.35 AIE 8" SS=363.86 A IE 6" SS=365.18 T/P 12" SD=362.19 T/P 24" SD=362.70 AIE 8" W=365.32 © IE 6" SS=366.00 T/P 12" SD=363.01 T/P 8" W=364.50 AIE 8" SS=364.66 A IE 6" SS=365.68 T/P 12" SD=362.93 T/P 24" SD=363.00 A IE 12" SD=366.10 A IE 6" SS=367.23 T/P 8" W=363.76 T/P 8" W=365.73 ©SS=365.38 ©IE 6" SS=366.34 T/P 12" SD=363.69 T/P 24" SD=363.40 A IE 6" SS=364.73 ® IE 8" W=368.60 T/P 24" SD=361.30 T/P 6" SS=367.10 A IE 8" W=367.00 A IE 6" SS=367.00 T/P 6" SS=365.34 T/P 24" SD=363.70 A IE 6" SS=364.72 ® IE 8" W=369.10 T/P 24" SD=361.54 T/P 6" SS=367.40 * SIDE SEWER LENGTHS ARE MEASURED 385 FROM STUB LOCATION AT LOT. SEE SHEET 53 AND 54 FOR DETAIL. SPECIAL NOTE: LOTS WITH A FINISHED FLOOR ELEVATION BELOW 380.0 SHALL REQUIRE AN 380 INDIVIDUAL PRV ASSEMBLY TO BE INSTALLED ON THE DOMESTIC SERVICE AT THE TIME OF BUILDING PERMIT PER C.O.R. STD 340.5 WATER NOTE: 375 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER 370 UTILITIES. 4. 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 365 SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING SEWER NOTES: 360 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 3 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 0 3.TALf� oZ z y 4 423 p �� S T NA L 2/ 7/21 V G C V .� Z3 (0 C Z C Lu c 0 N M a00N Q 0 L\ � i C O L0 4-7 (N Lri /c�a W U r a) ("4 Y �'t S-404803 W-404803� ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne Itzi- N O O 00 w rl- co CD O O 00 J W 14+00 v cO 00 �Q AOM%k CITY OF ASBUILT SEWER + WATER PLAN + PROFILE DA2/7/2022 m � RENTON FOREST TERRACE PLAT F�BODK: c! OO PULTENksgv GROUP, INC DRAWING NO: w Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 (w, BELLEVUE, WA 98006 SHEET: OF' CDv 44 I I m