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HomeMy WebLinkAboutWTR2703416.2STA 0+05: 22' RT 1 - 8" VERTICAL CROSS (MJxFL) 1 - 8"x4" REDUCER (FL) 1 - 4" GATE VALVE (FLxMJ) 1 - 8" CAP (MJ) 2 - BLOCKING -I STA 0+00 MONROE AVE NE 4," ICI WATER = STA 0+00 PRIVATE ALLEY SAN SEWER MH I RI F2 70IE=4b6,3f IE=405.9 <-._.._SS _ 8°S3AN SEWER € '079'E ..•.-...•. 5� N01' R= 1� ` ROLLED CURB € 4 = N 8046.6143 ASPHALT-_.!- z V E 7344.0258 S01'15'09"W 99.80' 1 f w Q 79.80' EX WATER l °< m METER __ 2' MIN' TO SERVICE 2' MIN LOT 1 1 WLKrONCRETE I `' 0 LF 6" SPI I E SEWER . EX 2 qMPY WnHqF ® 2.00% (MI A o < o I FOOTPRINT =1,038 SF C, � r ' 135 LF 6" SAN (0.1 AC) SIDE SEWER 'TAX X P RC IEL 0 0 2.00% (MIN)---� NO DQ 305�J° i128 � , 6" AN SIDE SEWER 2. (MIN) IE=408.51 N 01 ' 16'7. 8 2 - 25 LF INFILTRATION TBR 9 TRENCHES �Lo 5, ASPHALT STA' 1 2 SAN SEWER���t w o CL NOUT 2,952 SF TOP=419.8 0 5 (0.07 AC) IE=4408.3 MIN FF=412.5 NE 3 4 WATER METER � 36"FIR =s N01' 16' 12"E 7 .80' j-__­­W-__-_-­6,,�- -SAN SIDE $EWER @ 3 2.007.1 (MIN) I,E=409.2 2 - 30 LF SLED STA' 1 +40; 5' RT ! INFILTRATILF�� �� TBR SAN SEWER 3 CLANOUT TRENCHES 3,342 'SF TOP=415.6 °O - w._.(0 08 C) IE=409.0 5, MIN FF= 2 5, , 5' - WATER METER 7.9 BO' . .. FIE �& {N 7946.$388 ATEE 7341.8138LTRATION PIT COMMERCIAL. BLDG =41 .0 T PART IN µ 0T No NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 20' PRIVATF AI I FY 12'-20' 0-3' 66' 2 27! 5' 5' 0 0 EX FIRE U P' S HYD T4 i 4" DI WATER BEACH SHORT SW 1/4 OF THE SE 1/4 SEC 4 TWN 23 N., RG 5 E. M REMOVE EX PLUG &T ��EXTEND 8" WATER LINE PER DETAIL B-16 I Li .JI VVI_ `IVIUJ w 4" DI WATER MONROE AVENT NE M 1I i w -7 w -- w w --�w -w -w - - -�_ - 00 .�.....�.. __ - 1 f 50 - +0 �2 50 3" SAN SEWER -4`I - - -- - +00 M n _ 5-SS SS- `� _SS_ S SS SS _ 81a SAN SEWER -R='Ip.... �- IMBO 70 LF 18" 1 Dt ABATER I I y D 'SWAY € DRIVE' Y € E N ka41.4 t62 € 0 OR E 7492.81421 1 --125 LF 4" DI WATER - 15' ACCESS & UTILITY EASEMENT m 7 QX P/iaRCF L No 7730T00003 N CN 19 25f LF 8 wr DI WATER TAX PARCEL NO 773610©005 STA 0+75: 22' RT 1 - 8"x6" TEE (MJxFL) 1 - 6" GATE VALVE (FL) 1 - FIRE HYD ASSY 1 - BLOCKING �> �-5:1 TAPER z (TYPICAL) ' "NO PARKING" SIGN 3' h STA 1 +47: 5' LT 1 - 2" BLOWOFF ASSY 1 - 4" CAP (MJ) SOUTHWEST 1 - BLOCKING COR 4-23-5 // 5T4A101 +59 ON CENTERLINE I� € CB -TYPE I o RIM=415.0 IE=410.5 Ln C`N _ ---'STA 1 +60 00 N END PAVEMENT SOUTH 1/4 c) - = 9 LF 8" SD @ 1 1.1 % COR 4-23-5 365P^ IR - _ _ - - N 1' 16' 12"E 480.00' �.............. N 7941.6297 E 7490.6327 COMMERCIAL. BLDG TAX PARCEL Gil0O OO S2 306g127 3 1/2" CRUSHED ROCK BASE COURSE 4" ASPHALT CONCRETE, CLASS B COMPACTED SUBGRADE- - 2 1/2" CRUSHED ROCK, TOP COURSE PRIVATE ALLEY ROAD SECTION NO SCALE PITTMAN ENGINEERING Civil Engineering and Consulting John J. Pittman, P.E. 12819 SE 38th Street, #Z9 Bellevue, WA 98006 (425) 562-7226 7&X PARCEL No 7738TOODO0 0 10' 20' 40' SCALE- 1' = 20' LEGEND TBR TO BE REMOVED UPS UTILITY POLE To TELEPHONE RISER 1=H FIRE HYDRANT WM IM WATER METER WV 0 WATER VALVE M8 0 MAILBOX MARK CENTER OF HOLE WITH 1 " TOPSOIL FLUSH WITH SURFACE CAPPED PVC OR OTHER MEANS, FLOW I f , . I-1' MIN FINE MESH 0000000 SCREEN 8 ' DIA 0 000000000 CATCH BASIN PVC PIPE 000000000 O 0 0 0 O O O O 0 z SIDES OF HOLE O O O O LINED WITH 000000000 FILTER FABRIC O 0 O O 0 0�0�0�0�0 000000000 00000 0000 96" DIA HOLE FILLED WITH 1 1/2"-3" WASHED 1' MIN ABOVE SEASONAL DRAIN ROCK HIGH GROUNDWATER TABLE PRIVATE EX FIRE HYD -- 7AN PARCEL No 7738 =0= g 8�°1 CATER TAX PARCEL %a 713 610 00 =8 ROOF DRAIN SUMP w/SOLID LID INFILTRATION TRENCH II ------ -- ROOF DRAIN 4" RIGID OR 6" FLEXIBLE PERFORATED PIPE 4" RIGID OR 6" FLEXIBLE OVERFLOW PERFORATED PIPE 7 SPLASH BLOCK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0-0-0-0-0-0-0), o°0 - 0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5'min o 0 0 0 0 0 0 0 0 0 0 0 of ir. o o° 0 0 0 0 0 0 0 0 0 0 // ea 00000 0 0 0 0 0 0 0 0 0 0 00 0 o 0 0 0 00 o WASHED ROCK I' INE MESH SCREEN CB SUMP VARIES 1 1/2"-3/4" 10'min w/SOLID LID PLAN VIEW rCOMPACTED BACKFILL 1�-d11, ,I � I, �l � I, �I I I- �1+,��,�,�,,�;:.��: /`.:: .=is'cr;:•. I- s7Y FILTER FABRIC Q0 0 0 0 0 0 0 0000o 0 000 O°O O O°O°o N 4" RIGID OR 6" FLEXIBLE-- 0000000 oo0-a0-0 ll PERFORATED PIPE o 0 0 0 0 0,0) 0 000,. 0 000000000 III WASHED ROCK- 00o'.0 °0°0°0°00(Mr'�j _�o 0 0 0 0 0 0 0 �� 1 1/2" - 3/4' - 0.0000000000 00 I I In. T l rl 1 1 rlTl 1I I IT1-TG-ITI 011 L-1 _ 24" SECTION DOWNSPOUT INFILTRATION SYSTEM NO SCALE z zLi ¢ LLJ � w Lij wJz o WE U � NE 12th ST w w wz o z 0 [If n,-w z oQ w w> aQ NE 1 1 th PL VICINITY MAP NO SCALE LEGAL DESCRIPTION 042305 111 N 150 FT OF S 630 FT OF W 149 FT OF SW 1/4 OF SE 1/4 LESS BEG AT SW COR SD SUBDIV TH ALG W LN N 01-16-12 E 579.80 FT TO POB TH S 87-59-43 E 148.87 FT TH N 01 -15-09 E 50 FT TH N 87-59-43 W 148.86 FT TO W LN OF SD SUBDIV TH ON SD W LN S 01 -16-12 W 50 FT TO POB PARCEL NUMBER 0423059111 BENCHMARK NAVD 88 - MAG NAIL IN ASPHALT ROAD APPROXIMATELY 45 FEET EAST OF SOUTHEAST CORNER OF SITE ELEVATION=420.31 BASIS OF BEARINGS MONUMENTED CENTERLINE OF NE 12th STREET BET.VVEEN MONUMENT #1843 AND #159 DATUM DATUM IS PER CITY OF RENTON SURVEY. COORDINATES ARE WASHINGTON COORDINATE SYSTEM OF 1983/1991 NORTH ZONE. ELEVATIONS ARE NAVD 88 CONTACT HANSEN CONSULTING CONTACT: MR. JIM HANSEN 17446 MALLARD COVE LANE MOUNT VERNON, WA 98274 PH (360) 422-5056 OWNER MR. RON BEACH 1333 MONROE AVENUE NE RENTON, WA 98056 SURVEYOR MICHAEL MOWRER & ASSOCIATES 17424 MALLARD COVE LANE MOUNT VERNON, WA 98274 PH (360) 422-6097 DATED: JUNE 2006 SHORT PLAT AREAS TOTAL SHORT PLAT AREA 14,858 SF (0.13 ACRES) PROPOSED SQUARE FOOTAGE OF THE LOTS LOT 1 - 5,586 SF LOT 2 - 2,952 SF LOT 3 - 3,342 SF PUBLIC ALLEY - 2,978 SF SHEET INDEX 1..... GRADING and UTILITY PLAN 2..... NOTES and PROFILE 3..... DETAILS 4..... TEMPORARY EROSION and SEDIMENTATION CONTROL PLAN AS -BUILT WATER LINE 7/16/08 ca.L BEFOFE YOU oia reoo-aza-ssss RECOMMENDED CHECKED FOR COMPLIANCE INFILTRATION PIT NOTE FOR APPROVAL TO CITY STANDARDS NO SCALE 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 BY Date UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES BY Date PIT ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES ,3F WAS, fT,� NOT SHOWN IN THEIR PROPER LOCATION. BY Date E�w aoti 1 PER CITY OF RENTON COMMENTS JJP 08/02/07 JJP 5UwL-fED: BOYD Ste• _ Dnr� rr HORIZONTAL: (� c 2-27-07 2 MOVED PROPOSED FIRE HYDRANT JJP 08/10/07 JJP DESIGNED: 1 - 20 ,.x_ CITY ®( BEACH SHORT PLAT Fl�DDK: 10 c� 3 PER CITY OF RENTON COMMENTS JJP 09/13/07 JJP JJP 0 30770 AWN: '_'� RENTON °^�•�sr©ISTNAt.�E��~= 4 AS -BUILT WATER JJP 07/16/08 JJP CHECKED: ONE INCH DATUM 1333 MONROE AVENUE NE 0PAW DRAWING N6: JJP AT FULL SCALE Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR F NOT ONE INCH GRADING and UTILITY PLAN EXPIRES: 10/14/OS AppgpyEp; SCALE ACCORDINGLY SHEET: OF: 1 2