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Home My WebLink AboutR-383005co CD CD CD LO T Z .......... 0 LL LU 0() LU LU a� UMC M 0;5 . . .......... .... . .. rr C M 03 U �D 0 LU rr rr C4 00 n 151 LL LD Zz 15 M 0 �r U) F -- W D F - z Z 0 .......... M� LU 0() LU LU a� o� 0;5 . . .......... .... . .. b-0 M P-0 mLIC11 03 U �D LO C4 00 :5 Z -J t 151 LL 03 RAR FACH CORP04; 1-3 BAR EACH SIDE ............ FR"fi AND VANED GRATE ONE #3 MR HOOP f OR V HEI T. tW0 03 BAR ROOM. 14)k 1�' HF041 RECTANGULAR ADJUSTMENT SECTION llrl - 93 BAR EACH CORNER 1W W ---N tJ BAR �AOOV PRECAST BASE SECTION PIPE ALLOWANCES .......... LU Wam LU LU .......... ..... . .......... .. RFDNFCPCE0 OR LLj 1011 LO . . .......... .... . .. LLilo mLIC11 cw: M LO C :5 Z -J t 151 LL n LU ❑M Zz 15 M CD LU LLJ < CD END LU rr N n 3+18.91 LL 03 RAR FACH CORP04; 1-3 BAR EACH SIDE ............ FR"fi AND VANED GRATE ONE #3 MR HOOP f OR V HEI T. tW0 03 BAR ROOM. 14)k 1�' HF041 RECTANGULAR ADJUSTMENT SECTION llrl - 93 BAR EACH CORNER 1W W ---N tJ BAR �AOOV PRECAST BASE SECTION PIPE ALLOWANCES .......... 14PE MTMAL Wam .......... ..... . .......... .. RFDNFCPCE0 OR LLj LU . . .......... .... . .. ACL METAL PfPF mLIC11 CPL* LO (STOI-SFF-44-A.20; -M 151 ($TO aPEC, 4€t.121t) n LU ❑M Zz 15 Z CD CORRUGATED POLYETHYLENE LLJ < STORM SEWFR Pipf, END OF ROAD 03 RAR FACH CORP04; 1-3 BAR EACH SIDE ............ FR"fi AND VANED GRATE ONE #3 MR HOOP f OR V HEI T. tW0 03 BAR ROOM. 14)k 1�' HF041 RECTANGULAR ADJUSTMENT SECTION llrl - 93 BAR EACH CORNER 1W W ---N tJ BAR �AOOV PRECAST BASE SECTION PIPE ALLOWANCES .......... 14PE MTMAL Wam .......... ..... . .......... .. RFDNFCPCE0 OR ... . ...... PLAIN CONCRETE . . .......... .... . .. ACL METAL PfPF CPL* 12' (STOI-SFF-44-A.20; SQ.10 WALL PVC 151 ($TO aPEC, 4€t.121t) Pik OFILEWALLPVC, 15 (sro SPEC, � -G* 121.21" --- --------------------------------------------------- CORRUGATED POLYETHYLENE ----- STORM SEWFR Pipf, END NOTES I As acceptable afternatives to The rebar shown fn the PRECAST BASE SECTION, fibers (p4aced according to the Standard Spectications), or 1wire mesh having a minim area of 0,12 square *w- per per fbot Shap be used with the rn*n"um required rebar shown in the ALTERNATIVE PRECAST OASE SECTION - Wire nvsh "I not be pieced ry the knocouts, 2, The knoc*out diametew shalt not be greater than 20' Knocker shall Dave a wall thw*ness of 2' min urn to 2.5* maximum. Provide a I.5'' trinimurn gap between the knockout wall and the outside of dw pipe After the pipe is installed, Mi ff* gap with joint mortar in accordance with Standard Sped anion 9.04,3. 3, The. maximum depth fro the finished grade to the k"st pipe invert shalt be 5', 4. The frame and grate must be wtstallod wft " ftenge down. 5, The PTecast Base Section nW have a rounded Sow, and ft waft awy be sloped at a rate of 114 or swoper. 6 Tl* openitQ sW be measured at the top of the precasit base socbon, 7 AD pickup holes shall be grouted full after the basin has been plam-d. 8. AN grade rings and castings shall be set in mortar m aocordanc* with Standard Spooftabon 9.04 3 �SEL NOTt I ALTERNATIVE PREICAST BAU SECTION F"RIC WORK, CATCH 13AS114 TYPI UE I A DEPARIMENT SF.: NOIE-2 . . . . . . . . . . . . . . . . STD. PLAN 200-00 LA C1 2008 + W I CH RLM "" t0F P-Puwr- i'OkArp, 9,P -%MF A11,40 GRATE - NOT WCLu0'v,',-1 E N "IR zz A NO G Ln"TE R WO, trem WIP ROADWAY ..... .... -------------------------------- - 'OU ACRAIIA N1 SEUMIOIN - N—`YT hNG ARV CATCH BASIN WT W1111 -k -1D 11 'RIll CORS AW) GUTTERIWEME'v, Ifta 11tv removal The intenw, f this designo 'js tfacd, te, k of a catch basin with minimal. disturbance . . . . . . . . . . . . . . . of the Curb, 4 lie expan ,sion 'pints of the T adjacpnt sidevvalk shall be adjQsted to be In fine with t ese cu pansion joints. z 1 T qc- C1111110*116SHT COUCRETE CURB #NSTALLATION AT D P -'P -40IN"IM F N T 'CATCH SA61148 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 Mew, 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 ENLARGEMENT OF APPROACH SEE SHEET 6 LOT DRAINAGE - SEE SHEET 8 STA. 12+49 •�0 13.0' Z BEGIN 130TONt"OF DRIVE`WAY APPROACH PER CITY STD.PLAN #104.3 LOT 5 SEE ENLARGEMENT ABOVE INSTALL P RVIATE STREET" SIGN 00 8 LOT 4 • )FriCti ............ M .... . . . . . ....... 7.77'4 .7 1..7 ... . 77. ........... .... ... ... .. ............. .............. ................ PROJECT SHALL COMPLY WITH CITY OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PRIVATE ACCESS STREET LCAT 7 % END OF ROAD N STA. 3+18.91 ...... ... R� ...... ... PROPERTY LINE STA. 3+21.08 '(PR STA. 1+75.0. 9.08' CB#1 , TYPE 1 W/VANED GRATE RIM=209.58 IE=206.58, 12" L* 0x- 00000 0 1 00 0 00 wO o Z 0 0 : 00 27460 0 0 *, � 4� "1 0- 0,O' O/ST0o-* - " FSS��N000" C ONAL " 07/01/2015 NO. SURVEYED: SCALE- LANKTREE SURVEYING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D. L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE F NOT ONE INCH REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY VERTICAL* NAVD 199 HORIZONTAL W IM/Iftl DATUM GRAPHIC SCALE 0 10 20 40 I inch = 20 feet RECOMMENDED FOR APPROVAL Bye Date: By: Date: By: Date: By: Date: CITY OF NANTUCKET SHORT PLAT RENTON NANTUCKET AVENUE, LLC PRIVATE ACCESS STREET PLAN & PROFILE Plan ning/Building/Public Works Dept. 2820 PARK AVENUE NORTH • 07/01/2015 MUM": PAGE: DRAWING NO: SHEET- 5 OF. 20