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HomeMy WebLinkAboutR-383021NOTE: C'7 O T '0 L J T D Q J in I— rr O VJ I— W U I— z z 0 W �8 OR 12' ONE 03 BAR HOOP €OR $' HEIGHT TWO r3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR AQJUSTMENT SECTION I 0 BAR EACH ✓f3 BAR EAC 13 B. �...., ,.... PRECAST RASE SECTION 03 BAR EACH CORNER IU' MIN k3 BAR HOOP PIPE ALLOWANCES MIA;INLIM PIPE MATERIAL INSIDE ouMET>Ere REINFORCED 12" PLAN CONCRETE ALL METAL PIPE 1s, CPSSP* 1r (STO. SPEC. 9-05.2e) SOLID WALL PVC S5, ISM, SPEC. 9-0d12fT11 PROFILE WALL PVC 15, (STD. SPEC. 9-05.12{21) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1 As acceptable alternatives 10 the rebar shown in the PRECAST BASE SECTION, fibers {placed according to the Standard Specifications}, or wire mash having a minimum area of 0.12 square inches per foot shall be used with the minimum requfred rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh Shall not be placed In the knockouts. 2. The knockout diameter shal not be greater than 20". Krwckouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be S. 4. The frame and grate must be installed with the flange dawn. 6. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or sleeper. 6. The opening shall be measured at the top of the precast base section 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 8-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �® PUBLIC WORKS CATCH BASIN TYPE 1 PIdN — 200.00 i =P� DEPARTMENT MARCH 2O08 3/8' PREMOLOED JOINT FILLER [TYP) FACE OF CENTERLINE OF CURB f FRAME 8 GRATE 5 , ,• n.DB'1 R. MATCH ROADWAY SLOPE 3" 1n RECESS N SEE NOTE x�- D" I I I I I I J PLAN VIEW FRAME AND GRATE - NOT INCLUDE♦] IN CURB AND GUTTER BID ITEM TOP OF r- ROADWAY .• ADJUSTMENT SECTION - NOT INCLUDED IN CURB ANp GUTTER IUD REM CATCH BASIN- NOT INCLUDED • 1N CURB AND GUTTER BID REM SECTION GENERAL NOTES: 1. The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. 2. The expansiCn joints of the adjacent sidewalk shall �I be adjusted to be In line with these curb expanS 0A joints. I I 1 PUBLIC WORKS DEPARTMENT L IsokW4 $C VIEW CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS SEE NOTE 2 CEMENT CONCRETE CU Re AND GUTTER STD. PLAN — 101.1 PPR6 D: )AFL CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON o� 0 � N frl O rJ r- O _ y m ao < LO(O �C4 -Pt -Pt X � � N N rl N � <<o X M `2 2 ENLARGEMENT OF APPROACH SEE SHEET 6 STA. 12+49.0, 13.0' LT. z BEGIN BOTOM OF DRIVEWAY A O LOT DRAINAGE - SEE SHEET 8 WI PER CITY STD. PLAN #104.3 LOT 5 LOT 6 = SEE ENLARGEMENT ABOVE �o N INSTALL "PRVIATE 00 STREET" SIGN LOT 4 fTl------------ ��� �.: -- - ----- L------------- [ 1 +00 F7 _ _ 1 147LF., 12 CPP©S=0.70% (PRIVATE) 0 — — — — — (PRIVATE) CB 2 TYPE 1 RIM=208.37 w� + r IE=205.62, 12"(N) F IE=205.62, 12" S) p E i � r 16LF., 12" CPP®S=3.69% 0, (PRIVATE) lI v U cp CB 3 PUBLIC o� 'w C/) Im ITT o 'o O — 'M PRIVATE ACCESS STREET PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 29' ACCESS & PUBLIC UTILITY I EASEMENT I zl I z o JI o (n I LLJ o �� I LLJ L.J i > Q Q I U I 1 1 .0' 18.0' �I 1 , 10' 10' 8 I 2%_ EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 \-0.50' VERT. CURB & GUTTER 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PRIVATE ACCESS STREET 2+00 0 0 2'23"E 305.09' 7 (PRIVATE) CB#1 , TYPE 1 RIM=209.61 IE=206.71, 12"(S) 3+00 r N O o � N rD U Ql O D O Xr�., X M1 z rT m X rrl D 0 � O rl -rl Cn i ° 13 � o N o co � In M-� n co 0w 00 : o9 0' 00 O O 00 O\ C6 O 0) O 0) O 0) O rn O rn O 0) O O O O O O N ( n N N_ N Y N N N N N N N N N N N N + L.L Q M o z Y \ m o fY 21:0 Cn : 210 o _ _ aF o II II 1471_F., 12" CPP @ S=0.70% PROPOSED WATER MAIN II PRIVATE II ................ ..................... ...........:................:................:................:................:................:................:................:.................................:....... ........:............................................ ll (PRIVATE) C I CB 2 : TYPE 1 I: I RIM=208.37 (PRIVATE) 200 ............... g J M. .I.....m .. I:. I c> ...............I. IE=205.62, 12"�N ,> ) ... ...6.. 1 . ...).:................:. SEWER MAIN iCB#1 , TYPE 1 RIM=209:61......................:.................................:.... ......................................................... 200 1 6LF., 12" CPP©S=3.69% P�OPOS.ED.. IE=206.71, 12"(S) I (PRIVATE) PRIVATE ACCESS STREET U U "I 0+00 1 +00 2+00 3+00 0 IS a ^ _ 1y Z 27460 FSS��NAL '�� 05/09/2016 N0. LANKTREE SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: REVISION BY DATE APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. END OF ROAD STA. 3+ 18.91 PROPERTY LINE STA. 3+21 .08 GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: AS -BUILT 05/09/2016 NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC PRIVATE ACCESS STREET PLAN & PROFILE 2820 PARK AVENUE NORTH 05/09/2016 F PAGE: SHEET: 5 OF: 20 R-383021