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Home My WebLink AboutTED4001810.1s 012ea2• w O e - PHA SE l l PHA SE l o+po 37Q4. 1+00 a r N 0053i4' E $$ / ss MH ss mm 'm 0CA sue, FH co sr MH a 9 x20 II \ J 90 -__, N 0�i6 E W 67. 154 ' 1 �o g8 I 0' 12' 1 ' I \ , `Sc, 100 1 02 } ✓ N / /� / / iNf t T \ \ 8 1// 0. 1 ®�0 'x2' ' r / \ d yq 30 8�5 x 1 151 9 x20 cp o (blo 4 ;z, °j 9 4 m 0) 225. o 3 78� lb CLEARING LIMITS TYPICAL l / •roG�� • ce ff7r(97hLw1 WlA lllgfi? DfirAlfri Auff PHASE l! PHASE I \ y9 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC71Vl iY "CURS, A PRE -CONSTRUCTION MEETING MUST BE HELL WTH THE ,ITY OF \ \\y�t- RENTON PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 01988 STANDARD SPECIRCA77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONS7RU/ 77ON" PREPARED BY W.S.D.O. T., AND THE AMERICAN EX. CB TYPE 2 PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RIM=102.90 RENTON DEPARTMENT OF PUBLIC WORKS. IE =91.50 J. 774E STORM DRAIN SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE F APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC 300 LF BIOFILTRATION WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE HE TRENCH WRITTEN APPROVAL FROM 774E CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER JTILI7Y. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONS7RUC77ON IS IN PROGRESS 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERANCE BENCHMARK AND ELEVATIONS ARE NOTED ON 774E PLANS � 3.0' 9' MIN � -GRAVEL PARK/NGa 6. ALL SEDIMENT4770N/EROSION FACIL177ES MUST BE IN OPERA7ION PRIOR TO CLEARING AND BUILDING CONSTRUC770N, AND THEY MUST BE SATISFACTORILY MAINTAINED UN77L CONSTRUCTION IS COMPLETED 0.5' MIN AND 774E P07EN77AL FOR ONS77E EROSION HAS PASSED. MUST INSTALLED IN j \ 7. ALL RE TENTION/DE7ENT70N FACIL177ES BE AND OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION AC77VI7Y UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF 12" MIN Y: PUBLIC WORKS, STORM WATER U77LIT II 1�. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, 07HER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY B10-FIL IRA TION SWALE DETAIL THE DEPARTMENT OF PUBLIC WORKS, STORM WATER U77LITY. Nra SECT/ON A - A 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDAT70N IN ACCORDANCE WITH SEC77ON 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIRCA TIN FOR ROAD AND BRIDGE CONS7RUC770N. THIS SHALL INCLUDE NECESSARY LEVELING OF 774E TRENCH BOTTOM OR THE TOP OF 774E FOUNDATION MATERIAL AS WELL AS 774E PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE OF 774E PIPE WILL BE SUPPOR7D ON A UNIFORMLY DENSE UNYIEDING CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM EXCEP77ON OF PVC PIPE. ALL 77?EN(H BACKFILL SHALL BE WATER U77UTY. AN ACCURATELY DIMENSIONED CER77FlED COMPACTED TO MIN. 95X FOR PAVEMENT AND STRUCTURAL FILL AND "AS -BUILT" DRAWING OF THIS DRAINAGE SYSTEM MLL BE SUBMITTED 90% 0774ERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL TO THE CITY OF RENTON UPON COMPLE770N. BE 6" UNDER AND OVER P.V.C. PIPE. 16. ISSUANCE OF THE BUILDING OR CONS7RUC710N PERMIT BY THE CITY 10. GALVANIZED STEEL AND ALUMINIUM/ZED STEEL PIPE FOR ALL OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL DRAINAGE FACILITIES SHALL HAVE ASPHALT 7REATMENT #1 OR BETTER OBLIGA77ON AND/OR LIABILITY CONNECTED WITH STORM SURFACE INSIDE AND OUTSIDEE, WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBUGA77ON FOR THE PROPER FUNCTIONING AND 11. S7RUCTURE5 SHALL NOT BE PERMITTED WITHIN 10' FEET OF THE MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUC770N. SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15' FEET FROM THE TOP OF ANY CHANNEL BANK. IZ 774E CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0. 10' FEET BELOW AND ANY 07HER NEEDED AC77ONS TO PROTECT 774E LIFE HEALTH, AND PAMWENT LEVEL. SAFETY OF THE PUBLIC, AND TO PR07ECT PROPERTY IN CONNECTION WITH 774E PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY IN7ERUPT WILL NOT BE ALLOWED UNLESS SPECIRCALLY APPROVED BY THE CITY NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. CONTROL PLAN BY THE TRAFFIC ENGINEERING DIV. OF THE DEPARTMENT OF PUBLIC WORKS ALL SECTIONS OF 714E W.S D.O. T. 14. ROCK FOR EROSION PR07EC77ON OF ROADSIDE DITCHES, WHERE STANDARD SPECIF70ARONS 1-07-23, 7RAMC CONTROL, SHALL REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF APPLY. I' FOOT AND MUST MEET THE FOLLOWNG SPECIF7CA BONS. 4"-8"/40X--70.9 PASSING; 2' 4" ROCK/30Z 409 PASSING; AND -2" 18 SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT ROCK/10%20X PASSING. LOCA770AI IS WITHIN TIE AQUIFER PROTECTION AREA. x00 1- I.E. = 91.50 W/TRASH RACK 15 LF /5"0 G.P.- S = 8.67% RIM =96.4 IE =90.20 FM In L R 1� 4� PEDESTRIAN SIGN SEE DETAIL (TYPICAL) SEE DE TA I L "A " SHEET 3 OF 3 p \ a H \ FH - 8+00 LEGAL DESCRIPTION LOTS 1 THROUGH 8 OF ONE VALLEY PLACE AS RECORDED IN VOL. 125, PAGE 40 OF PLATS, RECORDS OF KING COUNTY, WASHINGTON. SCALE 1'" 40 - NEW JO' DRI VEWA Y PER CITY STDS VICINITY. MAP PEDESTRIAN CROSSING AT TALBOT ROAD SOUTH NZ SSE 179 TH ST Al)� � 5� I PL 11+01.7 w MH 9+00 sr Aw 10+00ss sr MN 1 p •: - EDESTRIAM SIGN �, Sw ,: , . SwN SAN SEE DETAIL'S R I6 7 0 ry ssMH I(TYPICAL) RAM P cr h 4" x4' x5' HIGH TREATED _= vLUMBER i1111STINO GROUND ,Q, 61- c 1R 1¢ 9 20 f YP 1 -- �- v�\ O' .C. E DETAIL O lb. 4 g 7¢' N 7816 �8 ry tD an B10-FI! TRATION SWALE HYD ING OR PLANTING OF B/O-F/L7RAT10N ALF BIOFIL TRATION SWALES SMALL BE ACCONPLISI-ED PR/OR TO TRENCH NCH STORNL/AE /NSTALL4T/ON AW Ti-E C SELL BE FLLLY EST49LISI-E'D PRIOR TO RaF� JM STORW DR4INAGE INTO SWALES. S 00 55'34" W •� 198.45' ASPHALT DRI_VEWAY 7Amomw4® ( y] G 6 9' ARO /N - ®- , 12 " x 18 " PEDESTRIAN SIGN L � L �2 \ � _ SO 34"W _ 198.38SPHALT DRIVEWAY PRECAST CEMENT CONCRETE _ BUMPER CUB (TIP ALL SPACES) ti �J7 590. 0 Q)1- SEE DETAILS SHT 3 OF 3 W Q) 4 \ � S 00 5534" W _ : �• P H • ' 1 216216.68' _ ASPHALT DRl Q�'� o� w • I Ill \s•�� I GR VE P R \ <19 Vijyp S� , i KIM = my. o IE =88.00 FOR W7AL NO. FH. -' FH. 4CCESS ADDED REVISION - /p2 EX. CB TYPE 2 RIM EL. = IOO.00 I.E. = 87.00 TO EXISTING DETENTION POND /00 MH r S i CIO CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SOUTH PARKING L L i VALLEY MEDICAL CENTER GS ails/so DESIGNED: G.S. DATE: 3/90 FiLE NAME:559-002-891 DRAWN: D.O. / G.S. CHECKED: SCALE: NOTED FIELD BOOK: PAGE: BY APPR. DATE APPROVED: SHEET: 2 F: 3 DIRECTOR OF PUBLIC WORKS < d r� 0 o ad o �r Oz I� aVAtvr�k A 4 0 4jjj I Q ®3 -34fw