Loading...
HomeMy WebLinkAboutS-40480500 0 t\ N a U V) Q N O N N O N N Q) E co 0 co 00 i I) c s= CD Cn r7 00 V) O O O Ib ul Lq Q) I. 0 10' 20' 40' SCALE: 1 "=20' ..1_ /_ 21 LF 8" DI / 5 BEARING PAD J ELEVATION (TYP) 4-TIER KEYSTONE RETAINING WALL MAX HEIGHT 6' 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 ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON o t vL SS .. 1" IRRIGATION SERICE W/ PER COR STD DCVA 340.81 W U9 +- kc / i ... ......� .... i....1 W ..• / •W< ca ..�... I 1 W � I I■Z ■ / y i / // W cq3/ ROCKERY (TYP) 1 1 RECORD DRAWINGS AS BUILT Me REVISION HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' 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. FIRE FLOW LIMITATION AND RESIDENTIAL 9W=&];&IZ1:14:4:i.1*0111]1:1:4IV, 1:4zk 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. `.• •• • ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATIONOF ALL CUT OR FILL AREAS. m �■ fElEMEI■ fEIEMEI■ IIIIIIIIIIIIIIIII■�-- Ell Ell MEIIllIlllllllIM ME• �.,.. �d•leEIIE Q 01111111111111111 Mll ©i��l�■����� �J� IN �1�■��� 0 IN Ell � �-�� 10111111111111111 Ell am om■i �- Eel Ell �� ��� ems• ���::l� - wm ii� -�� ���I�� �I C!l ■■� ���ia� �I■�I� _ Lim ■m•� Ell�� `� �I■�1�` -� Y ■m•� �_���si■s_ si����_ ■m•� - �_ i 040" ■ M. ■m•� _ • 01111111110 1011 Ell ta-No.". Ml 01111 ft-m-l"0900m ■i•� f��:r!:i■■■lam■� ��Y MEE _ PD 11 Fl LE �� w; ram■ MEE ER1 41 %/% �:1R►1111aC111:1�:Ni�1�'i�� • y MEE �■ Ell Ml �1 ME m _ `LN11•A�alie7:�L111�� �� 01111111111111111■■ •011111111111111 • �� •• I I \� I II I _\ I I I I k- J --- ILL I r _ I L-�- I SITE PLAN KEY MAP a OSTA. 21 +50.30 5.26' RT INSTALL: 1-8" 45° VERTICAL BEND (RJ) 11 LF 8" DI SPOOL OSTA. 21 +60.98, 6.51' RT INSTALL: 1-8" 45° VERTICAL BEND (RJ OSTA. 2' ' 66 62, 7.99' oT 21 +68.32, 6.08' RT INSTALL: 1-8" 22.5' BEND (RJ) 1-8" GATE VALVE (RJ) 6.78' RT, 16.96' RT ® STA. 22+87.48, ' RT- INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFLxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING 395 O STA. 23+ 15.80, 7.00' RT INSTALL: 1-8" CAP (MJ) 1-2" BLOW -OFF ASSEMBLY 1-8" GATE VALVE (MJXMJ) SHACKLED TO CONCRETE 390 DEAD -MAN BLOCK 1-8" VERTICAL CROSS 1-SHACKLE 8" POLY -PIG CROSS TO VALVE 7 LF 8" DI SPOOL CONCRETE DEAD -MAN BLOCK 385 OLYMPIC EASEMENT WATER NOTE: THERE SHALL BE NO CONCRETE BLOCKING NEAR THE OLYMPIC PIPELINE. 380 SPECIAL NOTE: LOTS WITH A FINISHED FLOOR ELEVATION BELOW 380.0 SHALL REQUIRE AN INDIVIDUAL PRV ASSEMBLY TO BE INSTALLED ON THE DOMESTIC SERVICE 375 AT THE TIME OF BUILDING PERMIT PER C.O.R. STD 340.5 KEYNOTE: LOTS 10 AND 11 WILL REQUIRE AN INTERNAL EJECTOR PUMP INTERNAL TO THE HOUSE IF SEWER SERVICE TO THE BASEMENT AREA IS DESIRED. PUMP WILL BE PERMITTED ALONG WITH BUILDING PERMIT. UTILITY CROSSINGS QIE 8" W=371.60 T/P 12" SD=366.30 QIE 18" SD=374.90 2 T/P 8" SS=368.95 Q3 IE 12" SD=381.50 T/P 8" W=380.00 QIE 12" SD=381.40 4 T/P 8" SS=369.50 QIE 8" W=374.60 T/P 6" SS=371.10 ©IE 8" W=376.28 T/P 6" SS=371.70 QIE 12" SD=376.00 T/P 6" SS=369.90 QIE 12" SD=378.00 $ T/P 6" SS=371.20 I ,• - /..'rig%II��� Z 4�1423 ���I STF.��`���``� S/4NA L 2/ 7/2 365 WATER NOTE: V E 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS V 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO •� C ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER i d SUPPLY. SEE C.O.R. STD 320.1 360 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM _c AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER :3 m UTILITIES. •- (0 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM Z SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE I= c N err SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR 0 MO EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL Q 00 N SEPARATION. -0 0') N 5. ALL MECHANICAL FITTINGS SHALL HAVE m c: Q N RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES t N 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING LO 6. ALL DUCTILE PIPE WITHIN PVC CASING SHALL BE iL0 4-7 N 350 RESTRAINED JOINT. m O N N N m U °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 S 404805 W 404805 Itzi- N O O O 0� I w rl- co Co O O I 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q L.I_I (0 U co 00 ry- c= 0 TJS 1/12/22 BJT SUS' S PLAN: 1 "=20' »_ � PROF:1 15 20 HORIZONTAL, NAD 1983/1991 ' CITY 0 F • RENTON ASBUILT SEWER + WATER PLAN + PROFILE FOREST TERRACE PLAT PULTE GROUP, INC 2/7/2022 V) m 0 DESIGNED: FIELDBOOK: DRAWN. TJS DRAWING N0: ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 w DC w CHECKED: BY DATE APPR IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98006 CD APPROVED: SHEET: OF: 46 im BJT I m