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HomeMy WebLinkAboutW-40480400 0 CV 00 O I t\ CV E 0 0 3 I ro co QO co i 0 CD CD ca / U .O 0 > O O Q < Lq a) L, 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. IIIWARNINGlI OLYMPIC PIPELINE PRESSURIZED PETROLEUM. CONTRACTOR SHALL CONTACT OLYMPIC PIPELINE A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. OLYMPIC PIPELINE PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. LOTS WITH A FINISHED FLOOR ELEVATION BELOW 380.0 SHALL REQUIRE AN INDIVIDUAL PRV ASSEMBLY TO BE INSTALLED ON THE DOMESTIC SERVICE AT THE TIME OF BUILDING PERMIT PER C.O.R. STD 340.5 OLYMPIC EASEMENT WATER NOTE: THERE SHALL BE NO CONCRETE BLOCKING NEAR THE OLYMPIC PIPELINE. FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS: 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO 1,240 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. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END ROAD. DATUM HORIZONTAL DATUM: NAD '83/'11 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 � 6 ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL EX TRANSMISSION LINES (TYP) OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I 21+00 20+00 19+00 FOUND PUNCHMARK IN �" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE. PLAN:L�1 "=20' VERTICAL.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 ANOTE: CONTRACTOR TO POTHOLE AND LOCATE EXISTING GAS MAIN. NOTIFY ENGINEER IF CONFLICT EXISTS. BEARING PAD ELEVATION (TYP) - M �■ ru .d • I! 1 Lc) ■ �J4 1 W 00 :Ye S■W r r. 88MH#7 1 W H J CA i ■_ IU �4-._.1 RI M000=3 8-376.84 I E=3�$ 60-369.44 5=10.67% ►. _ : . IIiIzC0•07_,1111r_1%r_1=14- OSTA. 18+67.90, 7.21 ' RT INSTALL: 1-8" 11-1/4' BEND (MJ) CONCRETE BLOCKING OSTA. 19+39.29, 9.52' RT INSTALL: 1-8" 11-1 /4' BEND (MJ) CONCRETE BLOCKING 19+71.06, 8.95' RT, OSTA. , INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (FLxMJ) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING ®STA. 20+44.71, 3.89 RT INSTALL: 1-8" 22.5 BEND (MJ) CONCRETE BLOCKING OSTA. 20+74.19, 0.94' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) 5 LF 8" DI SPOOL ©STA. 20+79.24, 0.97' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) OSTA. 21 +50.30 5.26' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) 11 LF 8" DI SPOOL ®STA. 20+41.71 3.80' RT INSTALL: 1-8" GATE VALVE (MJ) HORIZONTAL 3w 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10, W5 SCALE: 1 "=5' \N \1 3W W w w 375 W Z 370 V a WATER NOTE: 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 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 SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING 6. ALL DUCTILE PIPE WITHIN PVC CASING SHALL BE RESTRAINED JOINT. 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 0 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 CITY OF OR) RENTON Planning/Building/Public Works Dept. k_; I �r --- rLI j LL SITE PLAN KEY MAP a UTILITY CROSSINGS: AIE 8" SS=367.00 T/P 18" SD=364.49 AIE 12" SD=368.14 T/P 8" W=366.64 AIE 12" SD=370.00 T/P 8" SS=367.88 AIE 20" GAS=364.17 T/P 18" PVC CASE=361.97 AIE 16" GAS=367.10 T/P 18" PVC CASE=361.97 AIE 18" SD=366.67 T/P 8" W=372.00 AIE 20" GAS=370.50 T/P 8" SS=368.24 AIE 16" GAS=373.10 T/P 8" SS=368.45 AIE 18" SD=371.71 T/P 8" SS=368.52 AIE 6" SS=367.27 T/P 24" SD=364.10 IE 8" W=369.50 ® T/P 6" SS=368.00 IE 6" SS=367.10 © T/P 24" SD=364.20 IE 6" SS=367.60 © T/P 8" W=366.10 IE 6" SS=367.05 ® T/P 8" W=364.55 z 14�1423 STE)'- S�ONA L 2/ 7/2 V E C V to _ d% _ 7 .9 O (0 m i .0 Lu c 0 N M C < 05 N -0 1Q� d1 N i 0) I. LO a-+' N W V r Y S-404804 W-404804 � IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne CV CD O Co O O 0 O C� Q w Cfl Uco 00 DAM ASBUILT SEWER + WATER PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT FBOOK: c~OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OF Q v 45 w m