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Home My WebLink AboutTED4001915.31 Z - 9 - b`1 LEL �W5ED DETAIL 3 E 4 lZ- Il-8l DL�S. SLAB nl- I � wr1 DU I TLIn Dp SP T/T �u E UMDER 5LAb � uRADr_ bEAM. PILE II' 41 PROPERTY LIf1L On 5OUTu 51M I OF bLDIzI ONLY_ l�rjAD�. SEAM ' 1 „,/ FINISHED LIRZE. - FOOTIHI DRAIN 411 PVC -i (OMIT OM SLIUTN 51DL or bLDy) TI uJLIM TO DLTLHTIDn 5Y 5TC M (4" RUC) (OMIT Oft 5OU.TP 510L Of bLDL) DOWNSPOUT TO TIGHTLINE 1 NOTE: ALL 5TEEL 1'0T5 E wivnCES r-ORIFICE COMTiOL M115T SE uALV. i COATED MTH CIS Z, , W1Z4"4 50LID,- K--LADDER DEVICE ASI`HALT(TREATIIEfIT 10 MTTER) LOCKIf Ili, LID. RUfII,S t�IM = 28.50 CHAIF1- ZOO"CAPACITY, OVERFLOW SLACK WHEN LATE 15 DN. ELEV. = 23. Zln kdCLO CHAIN TO Cb rfiAME. i 12 r�r I 61,MII. - 1z"CIPRISER � STRAP TO WALL I ALVAMIZCD LADDER --�� RLIM5. 'cMP IzcmP C51H TYPE Z IFILET OUTLET I r 5411 o CbMH PLRn VIEW 310" CMP Inv. =16 WA TERTIL, WE W/ r 5LIDE. SOTTOM 11.- 11. Z"CMP rnV= 16.15 -ICE ELEV. = 16.15 DID IZ L,A. 50TTOM -E W/ 1.1311 o 4 HOLE _ ,,,.LED III PLATE. ORIFICE CONTROL CBMH - 13• F---+�� t.A.Dlub L L.J t%A I t- I L.J M 4,•71lJ N r.,TEIILJ^T ION^L_ STAGE WSAMM - ram. NOTE -TOOL WHt'r& riCmL Leb Ors+ 6`uE PpkD V4ml-J tP M^wLjIs^Z_"TueFv 1dY cOL%Y Bice-4 G.O, n ,I G.OMDf.,C.T�t7 G2u�H�.D ROG iC HANDICAP SIGN DETAIL C8 -v 34 26„--� O N th N i PLAN VIEW CATCH BASIN BODY 0 C.I. FRAMES GRATE APWA STD. PLAN ODOOD #49 ADJUST FRAME TO GRADE WITH CONCRETE BRICK EXTENSION RINGS 6" & 12" HIGH + 19" DIAMETER KNOCKOUT IN EACH FACE TO p ACCEPT MAXIMUM 12" RCP. C.I. FRAME, BRICK, EXTENSION RINGS, 8 PIPE SHALL BE SET IN PORTLAND CEMENT GROUT 51/211 TYPE I CATCHBASIN 2, to L �I I'ARKIrli STALL 18'sTAnoARI'DRIVI15'8 COMFICICT (8'X 14) LANE LANE 5= Z.0% mir'I. 15 Z:0% f 11n. FOR CRO55-3ECTION OF FOR CR055- 5ECTIOn OF COMDIMED EXTRUDED COnC. CURB ECC MD COMCRETE 51DEVJnLK, 5EE AM f AVEMENT, ME DETAIL # 7, 7W3 SUEET. DETAIL# to , TH15 5HEET. PARKING CROSS-SECTION 5� GRADING & DRAINAGE NOTES ALL CONSTRUCTION SHALL BE 1N ACCORDANCE WITH CITY OF RENTON SPECIFICATIONS. W. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE, BEST INFORMATION AVAILABLE TO THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ANY EXISTING UTILITIES WHICH MAY CONFLICT WITH THE CONTRACTOR'S OPERATION, WHETHER SHOWN ON THE PLAN$ OR NOT. ;. THE CONTRACTOR SHALL NOTIFY EACH UTILITY AND COORDINATE HIS WORK SCHEDULE WITH THE CONSTRUCTION OF UNDERGROUND POWER, TELEPHONE, AND GAS FACILITIES. 4. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED BY OTHER SURFACE WATER MANAGEMENT METHODS FOR THE PREVENTION OF ON51TE EROSION AFTCR THE COMPLETION OF CONSTRUCTION. ~• GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO-SE-E•DER, OR AS OTHERWISE -APPROVED BY CITY OF RENTON DEPT. OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON DEPT. OF PUBLIC WORKS. 6. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPT. OF PUBLIC WORKS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF RENTON DEPT. OF PUBLIC WORKS. '. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 51TE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY THE CITY OF RENTON DEPT. OF PUBLIC WORKS DEVELOPMENT INSPECTION SELECTION MUST BE CONTACTED (PHONE NO. 235-2540) FOR A PRE -CONSTRUCTION MEETING. 5. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE DEPT. OF PUBLIC WORKS. 0. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCOR- DING TO WASH. STATE SPEC. 7-02.30). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT TILE ENTIRE LENGTH OF THH PIPE WILL 3E SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH 15 LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 11. ALL CATCH BASIN GRATES SHALL BE DE-PRE-55ED 0.10 FEET BELOW PAVEMENT LEVEL. 12. STORM DRAINAGE PIPE SHALL CONFORM TO THE FOLLOWING: A. GALVANIZED CORRUGATED STEEL PIPE (SEC. 60-3.011 APWA); .064" MIN. THICKNESS -TREATMENT PROTECTION (SEC. 60-3.011 APWA). B. CORRUGATED ALUMINUM ALLOY PIPE (SEC. 60-3.013 APWA) MIN. 16 GA. DETENTION FACILITY WILL REQUIRE- HEAVIER GAUGE PIPE. 13. GALVANIZED STEEL PIPE UTILIZED AS DETENTION FACILITIES SHALL HAVE ASPHALT TREATMENT !/)'OR BETTER INSIDE AND OUTSIDE. 4CCE55 R 15ER kl/ 24 01 - 50 L ID, LOCKI h� , LID. RIM= Zl l0 Pf�ECAY COnC. r1H - Rlnla WORM In PLACE) LPDDER-PER APWA 5TD. - PLArl 4 41 4" ¢ PVC TIL,HTLINE ---- InV = Z5.0 (TYPE II-54"Q) i.• RIM=28.50 ir C , �� 11 ACCE55 RISER =�y�f lfl Z LF 3U-d Cr1P OVERFLOW -• s �' II1� � ELEV=23.210 �, 3;,.•_ �' ;;,� . 5-0.0050 Lo Lr 6T Z o ¢ T I fJE I nTi On TQnK, 5-0.0050ONO li i a l :t�":`�'.'y' i •'ri ..Y�:y:�-'',�.,}�.,�� e�.�`ri :.� ,. ��i ii"�.��4 .�°.•.�fS-vet ��„r .,' /' I � 1 Ilff I'�I� I� 1 NOTE COR QDDITiONL VPO. IZ" MIR DEPTH OF PEn-1 RQVEL �Ti IZ"CMP COnCERnlhl4 THE ORIFICE COMPACT SU(�L;Rf�DE TO g57o INV = 18.15 COnTf�DL MH ,SEC (JETI1 IL 04 MPXI MUM I)CnNTY. IT -- DETENTION TANK r3 IZ" rARKINL 5TALL 10 L 5EE DETRI L# 5 ) 5HT. C- Z %i' FOR DIME1I510n5 EXTRUDED CONCRETE HEAVY TFiAFPIC -ll - I/�%_e _=�/r- / //% _... QREQS- 3" Ac. PQVEME�rr ouER 2" (�.G„ PAVEMENT 4',�A.TS. I"(-)C)R 3" A.Tb. I,,(_), off Lu OF CRUSHED AGCRECATE 4"OF CRUSHED AI,I,RELATE COMPACT 5U%RADE TO 95 MAXIMUM DE1151TY ECC & •I'AVEMENT SECTION 14, EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUC- TION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER BEFORE CONSTRUCTION CONTINUES. . 15. WHERE MATERIAL EXCAVATED FROM THE TRENCH IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL. 16. ALL TRENCH BACKFILL, STRUCTURAL FILL, AND EARTHWORK 1N GENERAL SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS TESTED IN ACCORDANCE WITH ASTM D-1557, EXCEPT IN PAVED AREAS WHERE BACKFILL. SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY UP TO 6" BELOW SUBGRADE. THE 6" BELOW SUBGRADE 1N PAVED AREAS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS TESTED IN ACCORDANCE WITH ASTM D-1557. 17. ALL PARKING AREA SUBGRADE CONSTRUCTION SHALL CONFORM TO SECTION (5-02) OF THE APWA STANDARD SPECIFICATIONS. 18. CRUSHED ROCK USED FOR BASE AND/OR TOP COARSE MATERIAL SHALL CONFORM TO SECTION (9-03.9) OF THE APWA STANDARD SPECIFICATIONS. 19. ALL PARKING AREAS SHALL BE PAVED WITH CLASS D ASPHALT CONCRETE CONFORMING TO SECTION (5-04) OF THE APWA STANDARD SPECS. TEMPORARY EROSION NOTES 1. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK 15 ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING Olt OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YE; R 1N QUESTION. GRASS SEEDING ALONE MAY BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THRU SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED WHENEVER IT IS 1N THE INTEREST OF THE PERMITTE•E, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT OUTSIDE THE SPECIFIED TIME PL'RIOD. SANITARY SEWER NOTES i, ALL WORK AND MATERIALS SHALL CONFORM TO APWA/W5DOT 1984 STANDARD SPECFICATION5 FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. TEST OBSII:RVATION AND INSPECTION BY CITY OF RENTON. 3. PRIOR TO BEGINNING WORK, ARRANGEMENTS SHALL BE MADE WITH CITY OF RENTON FOR A PRE -CONSTRUCTION CONFERENCE TO BE ATTENDED BY THE CONTRACTOR, DISTRICT REPRESENTATIVES AND OTHER REPRESENTATIVES OF INTERESTED UTILITIES. 4. LOCATION SHOWN OF EXISTING UTILITIES ARE APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CERTIFY THE CORRECT LOCATIONS 50 AS TO AVOID DAMAGE OR DISTURBANCE. ECC, 5EE DETAIL--' # L, H15 51uE1T 5. SIDE SEWER LOCATIONS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. 6. PRIOR TO CONSTRUCTING SEWER LINES, THE NECESSARY LOT CORNERS MUST BE SET. 7, SIDE SEWERS TO BE 1N ACCORDANCE WITH THE REQUIREMENTS OF CITY OF RENTON. ALL SIDE SEWER SHALL BE A MINIMUM 6" DIAMETER PIPE AT A MINIMUM SLOPE OF 2%. S. SA NITARY SEWER PIPE TO BE P.V.C. CONFORMING WITH ASTM D-3034 OR SDR 35. PIPE BEDDING SHALL CONSIST OF COMPACTED GRANULAR MATERIAL (PEA GRAVEL) A MINIMUM OF 6" BELOW THE BOTTOM OF THE PIPE BELL AND A MINIMUM OF 6" ABOVE THE TOP OF THE PIPE BELL. 9. P.V.C. SEWER PIPES SHALL BE TESTED FOR DEFLECTION AS SPECIFIED IN SECTION (7-17.3(4)H). WATER NOTES 1. ALL WORK MATERIALS SHALL BE 1N CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL DE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS ONLY UNLESS OTHERWISE APPROVED IN WRITING 13Y THE DESIGN ENGINEER AT 235- 2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE STREET SUPERINTENDENT 24 HOURS 1N ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IIS ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1- 800-424-5555. • 4. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE 15 REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECONSTRUCTION CONFERENCE A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY- FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 6, INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 5' WIDE CONCRETE 51DEWQLK L 4" DcrTu 0r COnCr[TE COMMUED 51-1151,MDE rM PQVDVIT InumnTIOn bM DCTQ1L#L,T1_115 51-1EET. ECC & SIDEWALK SECTION 7 7, ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL OF FROM THE CITY OF RENTON. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND DC ON -SITE PRIOR TO CITY NOTIFICATIONS. S. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFiLLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 9. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE CITY OF RENTON. 10. ASPHALT AND CONCRETE STREET PAVING SHALL DE 5AWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY DE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 11,. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. e DAT �CTU_;E&__PU&L1_C_WUR_K,' l' W A Z 0 z w I� z A ( w N N O N } QLLI O Z 0 O. = a In Z W C J O 00 Q 0) 0 a O w U -1 �: U a L Q n O z Z 0 rn w��r•. T. 61- LL PROJECT NO 87 - 4/ ORAWN BY ,O_/GJ ISSUE DATE /Z%4 <57 LATEST REV /Z//7/67 In 0 m Q z 0 w cl I D 0 uj W Q z CQ C 0ry� m F)A IFIC _I�N INEERIN OMPANY CIVIL ENGINEERING AND PLANNING CONSULTANTS