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HomeMy WebLinkAboutTED4001831.1�u157. ca1� D�- �iOTE_- * I t`1ZP4. L. _�7 r--- MAM NCq Ue- - CA-T6,0 j° !L-4 Id - 1YPe I C 8 69L.;: - ry C, r i P�_ SLOPE 2 : 1 MAX ROCK SIZE = 8" MIN 12" MAX 11 i� 6�op MI%4ATA I CS I�UI•i ✓STYPE KI�(IUI..' RIM -93.28 INVIN a 84,E 1� our 94.0 C-)I ul� � `� Iry - I , �tNI 1 �9 10, l p� f U1PE 11 f /VA�GRATE / RIM = 91.75 INVIN = 87.95 , INVc)uTs87.45 T2'rZ J 289.74' N 89 03' 081, W C Q-. ASBUILT 4-14-86 / S ffel 510t�- alL-E- 0 49, 04„ i-ikikiANG AIND DRAINAGE NOTE I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTtl`f %1 8- THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO SPECIFICATIONS. THE APPROVED PLANS W PICH ARE ON FILE IN THE DEPT. OF PUBLIC WORKS " CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL 2. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION) PRIOR TO REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY CLEARING AND BUILDING CONSTRUCTION AND THEY MU9'& BE THE CITY OF RENTON DEPT. OF PUBLIC WORKS. SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED Ai�,- THE POTENTIAL FOR O\SITE EROSION HAS PASSED. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. GALVANIZED STEEL PIPE UTILIZED AS DETENTION FACILITIES SHALL HAVE ASPHALT TREATMENT UI OR BETTER INSIDE AND OUTSIDE. 10. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY THE CITY OF RENTON DEPT. OF PUBLIC WORKS DEVELOPMENT INSPECTION SELECTION 4. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED BY OTHER MUST BE CONTACTED (PHONE NO. 235-2540) FOR A PRE -CONSTRUCTION SURFACE WATER MANAGEMENT METHODS FOR THE PREVENTION OF ONSITE MEETING. EROSION AFTER THE COMPLETION OF CONSTRUCTION. 11.. ALL R/D FACILITIES WILL BE INSTALLED AND 1N OPERATION PRIOR TO OR IN 5. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -SEEDER, CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS THAT ACTIVITY OR AS OTHERWISE APPROVED BY CITY OF RENTON DEPT. OF PUBLIC WORKS. EXCEEDS THE CAPACITY AND INTENT OF THE EROSION/SEDIMENTATION THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS CONTROL FACILITIES OR UNLESS OTHERWISE APPROVED. BEEN ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON DEPT. OF PUBLIC WORKS. 12, EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE 6. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCOR- BEST INFORMATION AVAILABLE TO THE ENGINEER. IT SHALL BE THE , .. DING TO WASH. STATE SPEC. 7-02.30U. THIS SHALL INCLUDE NECESSARY CONTRACTOR'S RESPONSIBILITY TO LOCATE ANY EXISTING UTILITIES WHICH'r LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MAY CONFLICT WITH THE CONrRACTOR'S OPERATION, WHETHER SHOWN ON MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED THE PLANS OR NOT. BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. 13. STORM DRAINAGE PIPE SHALL CONFORM TO THE FOLLOWINGS IF THE NATIVE .MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST A. GALVANIZED CORRUGATED STEEL PIPE (SEC. 60-3.011 APWA); .064" MIN. LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE THICKNESS -TREATMENT PROTECTION (SEC. 60-3.011 APWA). BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO B. CORRUGATED ALUMINUM ALLOY PIPE (SEC. 60-3.OIJ APWA) MIN. 16 GA. FORM A DENSE UNYIELDING BASE. 14. %,HERE SPECIFIED ON THE PLANS, STORM DRAIN MANHOLES SHALL BE TYPE 7.1 STRUCTURES SHALL NOT BE PERMITTED WITHIN 10' OF THE SPRING LINE OF it CATCH BASIN. ANY STORM DRAINAGE PIPE(5), OR 15' FROM THE TOP OF ANY CHANNEL BANK. Tlinnl°�nE N Fipw Cc"rof StrvCtvre KO0N1) LCXKINC, L ID --. , h'.ri-STYink Grout �k ♦6Cpt�r t M.n ;�� y21 Co.n'�g :Q 1H I.bx. •rll.i PVc Pipe d f 0. C/AsCADE CULV, hUl�lo0lh-T - (O S AL) v► ���E pEThiL, 2. FLAP GATE fI , TYPE I C$ tx 2 W/ VANE GRATE RIM = %.Q 94.87 INVIN s 98.:5. 90.07 IMWT= 9956• 89.97 !Go $A e t (Typ) j P P c`ir Z I 1 r- InKrt• Grim Ar-4) r -= 57 vc k) Lrr,q to F i t c._ W Pic cr+C Flow Cor`tFo+ Str✓.lure 2 �'i Ut �'Q 1`. �� �r r,ce A��t._� �4r_' c'S.aL 1C�• j 05/5l a', ConnEction And Control Device Pipe Support P*PW,& -I•'YPra DIA,8-4'P"P - Ti�N� �=�N k SILT FENCE DETAIL FILTER FABRIC i� MATERIAL-,, f= >r f�= STAPLES OR WIRE RINGS 2"x2"x 14 GA. WELDED !TYPICAL) 'MIRE FABRIC OR EQUAL. „ -� --- s FILTER FABRIC MATERIAL 5 PLASTIC WEAVE, FIBER MESH OR EQUAL TYPE I CS 1 r W/ VANE GRATE I - r Is 2 'x 4" DOUGLAS FIR 2'x2'xl4GA.WWF 11 I I 2'-6 Li qJ, I .. R%M� = 94. 9 4 2 INV = -9�� -90.95 ( I ALTERNATE: PREFAB FENCE BY It GEOFAB OR EQUAL MC-T(Zo t 2'x4" DOUGLAS BURL BOTTOM OF 8. 12(Z 18-24 FlR AT 4-0 O.C. �� FILTER FABRIC 11 8 _ A J NO.I GRADE OR MATERIAL IN U. EQUAL. 8"x8" TRENCH AL30TT601 OF EXIST. Eli CONNI:cF.,AT _ New CONC. - :: A fi d I N t P" ' , 1/7 ~ �~ � \ 21�1�, 4 i I SPECIAL NOTE: NEW 6" CONNECTION TO EXISTING METRO MANHOLE C�"3C'(E C7C iTG F15K (.I SHALL BE CORE DRILL CONNECTION WITH KOR-N-SEAL '�` BOOT. CONTRACTOR SHALL EXCAVATE AROUND OR C 0 M j ""EI A L STRUCTURALLY SUPPORT THE MANHOLE. CONNECTION SHALL REMAIN OPEN UNTIL INSPECTED AND APPROVED BY METRO. NEW 6" LINE SHALL BE CLEANED AND CnN CN Ct2 I �N PLUGGED PRIOR TO CONNECTION, CONTRACTOR SHALL CONTACT JIM HAWTHORNE (206) 447-6676 AT METRO hL_L\I�) vsk ENGINEERING 72 HOURS PRIOR TO CONSTRUC`1-ION. 10WF-F- 10LE_ ! � II'�EW�LK, rn. ( II I T r. 2-0 �n �LG�"IC�1y VZ1 P14 , f?VC. SNEI7LIL.E 0 C U► L-2JI W� ALL .5To� � �-� � i FOP �fi u�H T I I� 7, cif fJ p T T Go ►��J � ,� .?cT �, ..i` 1 C� t ,�,N � I� 0�, �/X�S' 1I LI do-,710 N >e j 1 IJs7-j"1l . A -a pL-50 41E> To f y ou I I� � icy t`I T, ooz /►� _ _ _. t�•'T.J IT �O '�©I� SUU I' I PF-+P I • I '�? E✓� �I o� SII -WALE, f rzDVID C,t%NC.. r t'r N/Sq A, _ =,V -� -- � ,. V w,r'S ,�OI�Nr7 -J-56X Al,AsEfz f'C..,17YD� �NTZ)O S-rC:> . 4 I � o G' 9 D r w,A LK -rp I I i I if- 4 ry Ilk F X 15 1 I N (a G T '1 �_O 4-PW A`f .. Cal t) T T F r-- �` `' - - C.�-' 1 L*M ✓ Cat-i f"� - IiyS/ANAL 0 � � L�'''�`�R(�►l� `� = IZ�I IG � a -j'O pE �'f�Dv I P� D �( �t�"K�G'�"�"' I, I ' 'P�I� �'-�G'�r�l �► L C� Imo;. A� a p P i. I c.�. �L,� , �'IPiNC� �. STO(zM Rr-TCNTI0KJ CALL. ON 5EpE1;ATE 511EET. VOLUMES-. TAN1<=32-G•73 cv-FT_ 8II 26o PIPE 88-4 co -FT ThTAL =415 •1 �•u_T-T. Cr ,I5. TO pET w iJ r b ! ►� T� F I L b fit^ A1S Ta �oT I�TF:���I w/ F,:x15T, SwPF,, P�'Tr,,► T ION Yo1_Uj,l,r_�S As NO -TAD 10 TH15 5HEr,TMu5T t5% *\A I ► -rA10 El' )qemmm 1 3 10 1 � O SCANNED MAR 2 8 2303 Lee Loveland Associates, P.S. Architecture Interiors Space Planning 1110 Harvard Avenue Seattle, Washington 98122 (206) 324-9905 I� D. LOVELAN STATE OF WASHINGTOi� Job No. A -1 7?, C Date 4 Checked Drawn Scale A proved Date Revision Date H Ylp N T,✓ w T CNAN6EI� C�RAi�CS C>F >TOKNI 2ET. TANK 5'l8 AT)DEFh C ►3,4RADES r-- 7• �HANc,en PIPE kXwT/n14 fillc� �ls p FA�.K1 N , i Project Title ORTHODONTIC CLINIC FOR DR. BRAIN I RENTON, WASHINGTON _ I I Drawing Title CGIV .. I-r5 �'L.-P\N 5TC5w-M F_)PAIN -I TEMPnI:AfZ-( EP,0SIvN GoNT�1- Sheet No. > ,.�•-a1�t �: - .ter:•. J � a3