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Home My WebLink AboutLarge FormatW1/IslriW1 v111an/llrli-1vWI-1wi w ON PREVIOUS SUR VEY 5,313 SF BUFFER IMPACT �-24, 670 SF BUFFER ENHANCEMENT (NON -NA TI VE INVASI VE SPECIES TO BE REMOVED & ENHANCED W/NATIVE TREE& SHRUB PLA N TINOS) Wetland Sensitive Area Boundary Help protect and care for this area. 0 10 20 30 40 SCALE, I If Z 20' WETLAND SIGN NOTES G/ e n ttoo �2" CDX pl o�dsand a�#s s14w�5�� lao�te eS nlmum BlowIrado, ve ns)rdy,mately 9 P and/stre s shahptosted e nd e nhe e i wetan u��ng etbac� reak p s/ shall, be osted rlotforev 1;oi�ttsibve �$a Bu�isrgnd �halle� ah m a prom1 ent ovation i e. a f c%osestpP�nt to i pro osed deveoment. igns mays so be a achd securely to encos. WETLAND SIGN DETAIL NOT TO SCALE 4"x 6"x 6"post 25.13 np .. AN.. A" wt/ drain rock Note; Install habitat fence as shown FENCE DETAIL NOT TO SCALE NOTE.• BASE DRAWING INFORMA TION PRO VEDED BYRUPERT ENGINEERING, INC. �= B--12 Wetland Consulting, Inc, 1103 West Meeker Street, Kent, Wo 98032 253-859-0515 Fax 253-852-4732 p m V) z 0 V) w ry V) 0 0 O 0 N W Job No. A5-359 Designed by. AW Drawn by: CML Checked by: Date: JAN.200E SHEET W! I OF irrrin vi virAA.ninna+IWIWA-W ON PREVIOUS SURVEY + + + + + + + + + + 5,318 SF SUFFER IMPACT f-24,670 SF BUFFER ENHANCEMENT (NON-NATIVE INVAS/VE SPECIES TO BE REMOVED & ENHANCED W/NATIVE TREE & SHRUB PLANTINGS) '"Wed a Sensitive Area Boundary Help protect and care for this area. 111 0 10 20 30 40 SCALE.- 1 "= 20' WETLAND SIGN NOTES G/ e l n j/24" CDX pl ood and f � � sl tow thx ��re ? t inimubelow ade. t. 5'ieln agove is ap�JFimately 9 9 �MTh w 9 Tradl�, ttrYe A shallgt aosted ct ano�he uil�n �Setback� �Are8. 9 si.gg shall be oste rlotforev 0 Ippsibve �I uer and sheir,�e fatb a in a proms ent ocabon i e, a nmaya�o bec�� s u�ely o ence�. WETLAND SIGN DETAIL NOT TO SCALE 4"x 6"x 6"post 25. >3 �2"x9"x6"rail (TYp.) backhll w/native soll (Typ.) I ,; ,III-1�— Note : Install habitat fence as shown FENCE DETAIL NOT TO SCALE draln rock NOTE I BASE DRA WING INFORMA TION PRO VEDED 8 Y ROPER T ENGINEERING, INC. v B-12 Wetland Consulting, Inc. 1103' West Meeker Street, Kent, Wo 98032 253-859-0515 Fax 253-852-4732 J., Z Op V ¢��ta 0 w oWpp 0 W ON W [O K v�OZp o�dJw ZCZ z �pO 0,30 U Z� Z (� Z Z d JN J F2 �` Job No. A5-359 Designed by. AW Drawn by: CML Checked by. Date: JAN. 2006 SHEET W-1 OF EXG FH . . . EXG. FH EXG FH . . . . . . . 0 0 EXG CURB, GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . MOTEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . & SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 331 RETA . . . . . . . . . . . . . . . . (Ck--ZONE . . . . . . CO . . . . . . . . . . . IL'L MMERCIAL' . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (CA -ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXG GAS VALVE . . . . . . . . . . . . . . . . . . . . . . @ H fril lit 10, No.. 7508200650, . .... .38TH WIDE SEWER EASEMENT RECORDING, 11.0, LIGHT . . . ..... . . . . . . . . . . . . . . . . . . . EXG STREET -)@2005 Thomas Bros. Mo 16TA 10. ..... ..... . 'j7 .. .......... 777-77 i(ICINITY MAP Li OWNER cYcLIN0 �ROP TOM EASLEY 'AREk (102 SF ENCLOSEDqY,A (0 T, o 46WCHAIN-LINK,��' REDMOND, WA 98052 �E,;,W/PRIVACY SLATS NEW CURB & GUTTER PER (425) 885-5752 -COR. STD DTLS' F-1 & F-8' V) '_ASPH L: ij P A NU INSTALL NEW TYPE 1 C:) r-4 STD DTL F-4 RUPERT ENGINEERING, INC. WIDE D/W �'�:=NC CURB ..PER"LDTL i�1 30 ENTRANCE PER COR ENGINEER OLD NEW CONIC S/W -PER. 1519 WEST VALLEY HIGHWAY N, SUITE 101 AUBURN, WA 98001 00 FF=4! COR STD DTL F-5 SIGN BY OTHERS DAVE DORMIER, PE OLE SETO ACR (253) 833-7776 14 4 C) SALES TRAILER rn SHEET INDEX .. . . . . . . . . . . . . W, W -c 100 C1 SITE PLAN INSTALL A 6" THK CONC SLAB INSTALL ADA ACCESSIBLE C3 DRAINAGE, GRADING & UTILITIES PLAN W/ 6' @ 18" OC EA WAY PROVIDE PARKING SIGN PER DTL 2/C5 C4 UTILITY NOTES LLJ A MIN OF 1Y2" COVER OVER C5 DETAILS & SECTIONS 75' CREEK BUFFER LINE REINFORCEMENT (MAY SUBSTITUTE C6 DETAILS & SECTIONS Uj; (n 6"x6"-W4.2xW4.2 WIRE MESH TIONS C7 DETAILS & SEC 00 REINFORCEMENT W1 1Y2- COVER MIN) cn LU LAj V) LEGEN Uj DESRIFflON NEW EXISTING EX. 12" STORM LU C? EXG WETLAND AS STORM SEWER -D - - - - - - EX. 8" SEWER SANITARY -SEWER -S - - - - - - DELINEATED BY B-12 >< 'WATER W EX. 2" WATER U.j WETLAND CONSULTANTS - - - - - - 7 77777T] F7 AC PAVING CONC., PAVING. GYPSY CREEK xx.xx xx.xx L jj� -SPOT 'ELEVATIONS EXG STREAM 'CONTOURS -50 50 NW56'30"IE C) I A001 'STORM MANHO LE 0 !STORM C TCH ASIN U-) A B SANITARY'SEWER MANHOLE ------------ WATER VALVE r1NL NTUKANI- N2j-4,p:yq S TELEPHONE MANHOLE N . . . . . . . . . . . . . V. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 _JIL . . . . . . . . . BLVD-' -ABBREVI-ATIO jG� -Z -JUNOT. 80 - ------ ------- 'POWER VAULT' E BLC- BUILDING. CORNER. -MH MANHOL MJ MECHANICAL 'JOINT - V1, V.. C COMPACT 'CB ON CENTER STREET LIGHT CATCH. BASIN y CL CLASS' OH OVERHEAD CO -P. PR PE TY LINE' UTILITY'POLL RAbiu� COR CITY OF RENTON RW RIGHT-OF-WAY D STORM DRAIN FOQND'CASE MOR SANITARY SEWER SS DDCV DOUBLE DETECTOR CHECK VALVE E ET SQ F T ARE FE DI DUCTILE IRON GAS' METER . . . . . . . . . . . . . . . . . . . . . . . . PROJECT NOTES S/W SID ALK - * , . . - . DS DOWNSPOUT TC TOP 0 CURB SITE AREA: 1.87 ACRES D/W DRIVEWAY GUY WRE ANCHOR A% TP TEST PI AREA DISTURBED BY CONSTRUCTION: 0.70 ACRES EL ELEVATION ESMT EASEMENT TELEPHONE JUNCTION BOX SITE FLAN ma"s- N X GRADING QUANTITIES EXG EXISTING S SOUTH SCALE: 1";T0'__ FILL: 60 CY FD FOUNDATION DRAIN W WEST ROOF DRAIN CUT: 1,230 CY FDC FIRE DEPT. CONNECTION (LOCATION OF SOIL DISPOSAL TO BE APPROVED FF FINISH FLOOR E EAST FH FIRE HYDRANT N NORTH POWER -POLE W/TRANSFORMER BY THE CITY OF RENTON) FL FLANGE JOINT NW NORfHWE T 06va0p4f Sw SOUTHWE T HC HANDICAP NE NORTHEAS UNDE - RGROUND POWER cwy OP 0 IE INVERT ELEVATION SE SOUTHEAST WA ' 1 13 LF LINEAR FEET SIGNAL POLE APR I IR [E=��, LS LANDSCAPING LINO UNLESS NOTED OTHERWISE Reev DATE: w SURVEYED: SCALE. VERTICAL. NAVD 1988 CONSULTING, E.,,NGINEERS/CIVIL AND STF�UCTURAIL HORIZONTAL NAD 1983/1991 -3/30/06 1741 :� DESIGNED: FIELOSOOK: /ST 1519 West Valley Highway,North, Suite 101 DRAWN: SITE PLAN PAGE: L Auburn, WA 98001 0M ONE INCH DATUM DRAWING NO: CHECKED: AT FULL S TEL (253) 833-7776 FAX (253) 939-2168 IF I` EXIT 7 AUTO SALES c I FEXPIRES 12/ /20 7 NO. REVISION BY DATE At 3 P R]:!P�ROVED: SCALE ACCORDINGLY S:\06\06019\Civil\Cl-019.dwg Drafter Name: A. PAUL I Plot Date: MAR 30 2006 14:27:49 1 Last Modified Date- MAR 30 2006 08:24:39 1 Submittal: PERMIT JET I I I I \_—F 1700 NE 44TH ST RENTON, WA SHEET. 1 OF. 7 S: i C) I EIJI p R (0-1 Ono n (0 cn z ZPJ CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 3174130 F�/ST- S70NAL E' 1519 West Valley Highway North, Suite 101 Auburn, WA 98001 EXPIRES 12/13/2007 TEL (253) 833-7776 FAX (253) 939-2168 9\Civil\C2-019.dwg I Drafter Name: A. PAUL I Plot Date: MAR 29 2006 14:11:59 1 Last Modified Date: MAR 29 2006 10:00: 22 1 Submittal: PERMIT T N0. INSTALL CB PROTECTION PER . . • . . . . / �c3'' . . . . . .. 11 :DTL1/C6 . .:.. . .:.. .°�: ; . ��. . INSTALL CB INSTALL CB ,�� / PROTECTION PER PROTECTION PER............ �. h� Off+ : DTL 1/C6 DTL 1/C6 +h. 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I I +�� + ++ °� +�� oo + o� oho �o �p� l ZO '�� ,� Dc •^ � + -., �-�'—�F —10�� --F—��0�..—�.E'—® Off'\ + ��+ �� '�� r�. of +^�� +S`� +a +`� + + """+ + ^'OHO 0. 75' CREEK BUFFER LINE i +��GA : • �y] o + + ti l O 46 '48 - + ' 44 W \ ' �Z +�+� �' 42 — EXG; CB '(REMOVE FOR RELOC;ATION), - 40 + 38 �^,�' _ . + /i IE' 46.77 8"CMP N, ��• ' `L`b 34 INSTALL CB �;:: ��' `''° + 32'�....'"� PROTECTION PER O _ + DTL 1 /C6 ��h^� + EXG 24" STORM :00' o'I + EXG CONTR IZ STR 30 °� 1 2 .1 E G 4" TO Y/ INSTALL CB PROTECTION PER : ' °'� �� o• _,....__•• 8—.._..._.+ �O : : : :.DTL1`C6 : :. . . 35 � 32 34 �a+ +o ' . .... . . . ..:.:. ........ . ... . . 40 a ... . ... . s 4 ° 1 v. 1 v V v fifi. . . . . �' O. .ay. . .B �,;� 'I! ' : : : 1 : : . `r' . . . . . . . . . . . a . . . . . . . . . . . . . . ING��. gyp; + v a . . .. . .. . .. .. . . .. .. .. .. .. .. .. . .. .. .. ... .. ... .. ... . . . . . . EXG :SEWER . . . . . . . . . . . . . . . . . . . . . . . . .LIFT STATION.��Mom'• `L; +.v ti a . . . . . . ... . . . . . . . . . . . . . . . . . . . . ......'...... ... ....... .o....... .. ........... ......... 0O� EXG CB ... ... .. ............. off. +. ... ... +O. �O: : . . `ti' T.E,30,97•:•:•:•:• .'A�--. .' .. . . '. �. .: + �o.. �?: . �E28.78.12''CMR`�; �� ... +o;... .......... +?.... ALEV'28.32: TO 'DIRT . ; • ' : : : '/:.. :.:. : +� �': .. :. ... :.:.:.:.:.. ' : : . .. . .: ... : . : : : : �p �� : : : : h. + ULL; OF SEDIMENT ' . : : : : : : : �h: + . . : : : : .�............. ... ; h�. . . . . . ++ . . . . . . . . . . . . . . . . �O �. �--- � .. : , :. : +: TESC PLAN N . : . c,QPPL ENTbrj APT : 172006 DATE: VEL 3/30/06' FIELDBOOK: PAGE: DRAWING NO: C2 SHEET: OF: 2 7 +O 0 h� Q�) REVISION SCALE: 1 =30 SURVEYED: DESIGNED: DRAWN: 0M CHECKED: BY DATE APPR APPROVED: SCALE: 1 " = 2 0' HOR ZONTAL• NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINLJ GLY TESC PLAN EXIT 7 AUTO SALES 1700 NE 44TH ST RENTON, WA Water ,Utility Notes and Specifications 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the 1996 edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301, The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 4. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 5. An approved Traffic Control Plan is required to be submitted at the'Pre- Construction meeting. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/0:10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate vales shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. Tile "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 Ib/cu, ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gollons per hour as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7-11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre -construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 23. 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. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27. 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 Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. 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 10 days. Call for subgrade inspection prior to placement of final patch. 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. Sanitary Sewer Notes and Specifications 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shall be the contractor?s responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 5. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the job site whenever construction is in progress. 8. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth. of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 11. Datum shall be City of Renton, 1988 NAVD. 12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 13. All pipe and appurtenances 'shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. 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 the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must slope in all directions to match paving. Surface Water Drainage Notes and Specifications 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be in accordance with the current Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department, 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 5. Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are as noted on the plans. 6. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of, Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. C��gonIRDI (BlTUIM g9 OR0 Z6 174110 �4 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 'P/ST`ER yoNAL E' 1519 West Valley Highway North, Suite 101 Auburn, WA 98001 EXPIRES 12/13/2007 TEL (253) 833-7776 FAX (253) 939-2168 19\Civil\C4-019.dwg ( Drafter Name: A. PAUL I Plot Date: MAR 29 2006 14:02:02 1 Last Modified Date: MAR 29 2006 10:00:12 ( Submittal: PERMIT T NO. REVISION 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. 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 the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow sh,:.tll require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer per!?tection area (APA). EROSION CONTROL 19. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 20. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 21. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 22. Approval of this plan is for erosion/sedimentation control only. It does not constitute art approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 23. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. ITUM-11,01 DESIGNED: DRAWN: 0M CHECKED: BY I DATE I APPR I APPROVED: 24. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment' approved by the City of Renton, outside the specified time period. 25. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 26. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. SCALE: VERTICAL, NAVD 1988 HORIZONTAL: NAD 1083/1991 DATUM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY UTILITY NOTES EXIT 7 AUTO SALES 1700 NE 44TH ST RENTON, WA 3/30/06 PAGE: DRAWING NO: C4 SHEET: 4 OF: PASE COMPACTION PROCEDURE I MIN, 1-0 STAINLESS STEEL FASTENERS. f, PROOF -ROLL THE EXISTING GRAVEL TO VERIFY A MINIMUM CBR OF 10. _J 2, ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST � �-- WHITE LETTERS & SYMBOL ON BLUE BACKGROUND 12 INCHES. FILL THE EXCAVATION WITH BASE COURSE GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. M PARKING ONLY METAL SIGN, BOLT TO STL. PIPE POST. 3. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. 0r � VAN ACCESSIBLE ADDITIONAL SIGN AT VAN GRADE 1" DOWN ACCESSIBLE PARKING SPACES ONLY CONCRETE CURB WHERE SHOWN FROM TOP OF 1 /2" 5 1 /2" 1 /2" 1 1/4" GALV. SCHD. 40 S1T_. PIPE W/CAP, PAVING � �� 2 CLASS B ° A.C. PAVING 1" CONC. WASH SLOPE „ PR VIDE 1 -0 LEVEL 0 GRADE c DN. a ,/�J�/�� / AREA WHERE GRADE SLOPES DOWNWARD OUTSIDEA.` • • • I: . , • NOTES: ��/�\��\\�\ �� VING \ j��'� �/i��>, o -_dk- ''�1• - 1. SIGN TO BE PER LOCAL N I I 1,;, JURISDICTION REQUIREMENTS. I 2" LEVELING TOP COURSE COMPACTED TO -III VERIFY SIZE, SHAPE & VERBAGE 2. PROVIDE SIGN AT EACH 95% PROCTOR •� I (= HANDICAPPED PARKING SUBGRADE SOIL. 4" CRUSHED ROCK BASE _ I I STALL. TO BE PROOF -ROLLED _III! PER BASE COMPACTION PROCEDURE NOTES HANDICAP SIGN NOT TO SCALE 2" PAVI N G SECTION 1 NTS C5 ACCESSIBLE PARKING SIGN� SEE TABLE FOR PIPE PRE -CAST HOLE SIZE (TYP) INLET - rlan view FRAME AND GRATE. LOCKABLE UNLESS OTHERWISE APPROVED BY THE ENGINEER 6» M� IN_ 100-YR WSE-36.18' 10-YR WSE-35.41' 6" MI 2-YR WSE-34.98' ELEV 34.20' FOITLET 24" MIN ELEV 29.48' 5::- 48 TYP E NTS 9\Civil\C5-019. IIN�ET I STORMTECH ,, r\MBERS ELEV 38.65' 12""TYP 5' Riser 3' Base 2' MIN 48"' 58" 8"x8" x8" MIN, PVC TEE WITH REMOVABLE RUBBER SEE NO` 6" 34.20' NTS NOTES 1, PIPE SIZE AND SLOPE PER PLAN 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT 2. ALL METAL PARTS SHALL BE GALVALUM, CONRETE PIPE, IT SHALL HAVE SMOOTH OUTSIDE STAINLESS STEEL, OR PVC. DIAMETER EQUAL TO CONCRETE PIPE INSIDE DIAMETER OR 1/4" LESS, TYPICAL. 3. FRAME (LID OPENING) &LADDER/ STEPS SHALL BE ROTATED SUCH THAT RISER IS 5. PIPE SUPPORT 3"XO.090 GAUGE STEEL STRAPS VISIBLE FROM TOP, LADDER/ STEPS FUNCTION BOLTED OR EMBEDDED 2" IN MH WALL IS CLEAR FROM RISER, FRAME IS CLEAR OF CURB. SPACED AT 3' MAXIMUM. PIPE PENETRATIONS MAXIMUM HOLE SIZE, 48" MINIMUM DISTANCE HOLE TO HOLE, 8" MAX PIPE HOLE SIZE ® 90', 36" INCHES/DEG INNER DIA, 0.524" INCHES/DEG OUTER DIA, 0.628" '.R DETAIL t "n:. WITH 2 0 ORIFICE RFI FACF RATFS RETURN PERIOD 2-YR 0.14 CFS 10-YR 0.1$ CFS 100-YR 0.23 CFS MANHOLE- CONTROL STRUCTI ADS N-12 PVC (SDR-35) Pipe Size Hole Size Pipe Size Hole Size 4„ 7„ 4" 7" 6" 12" 6" 12„ 8" 12" 8" 12" 10" 16" 10" 16" 12" 18" 12" 16" 15" 20" 15" 20" 18" 24" 18" 24" 21" 26" 21" 26" 24" 32" 24" 28" 30" 42" 27" 32" 36" 48" 30" 36" 42" 54" 36" 42" 48" 60" DUCTILE IRON CONCRETE PIPE Pipe Size Hole Size Pipe Size Hole Size 4" 7" 6" 12" 6" 12" 8" 12" 8" 12" 10" 16" 10" 16" 12" 20" 12" 16" 15" 24" 14" 20" 18" 30" 16" 20" 21" 32" 18" 24" 24" 36" 20" 24" 27" 38" 24" 28" 30" 42" 30" 36" 36" 48" 36" 42" 42" 54"/56" 42" 48" 48" 64" 48" 54" 54" 72" 54" 60" 60" 78" 72" 92" URE 5 C5 ,Z) %31 w� in ro, 0 im im (0-1 in 0 lid CONSULTING ENGINEERS/CIVIL AND STRUCTURAL ,p 3 41 O S7�NAL E' 1519 West Valley Highway North, Suite 101 Auburn, WA 98001 EXPIRES 12 13 2007 TEL (253) 833-7776 FAX (253) 939-2168 Drafter Name: A. PAUL I Plot Date: MAR 29 2006 13:58:47 1 Last Modified Date: MAR 29 2006 09:59:53 1 Submittal: PERMIT IT NO. SC-310 END CAP SC-310 CHAMBER 3/4 - 2 INCH WASHED CRUSHED ANGULAR STONE AASHTO M288 CLASS 2 NON -WOVEN GETEXTILE 100-YR WSE ® 36.18' 37.70 MIN ELEV PER PLAN t•• _ y , ply :;,,.. •.t,i )•'• -i' �'I ;t . t•..: s .•i I. i; y. •r• "t. •i' Imo• :•t .., . WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12% PASSING THE #200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY, SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW. STORM TECH, COM. PROPOSED PAVEMENT 37.70 MIN ELEV PER PLAN +'��1•��►1•��1•-��1./��1•� .�• .�• ,1• ,1• / -1• -1T: 1.1 1.1 1.1 1./ i1'��1� .ti _I r'l�i _ir'lfi� _Ir'rfi� _Ir'tfr _I r'1 "ram _ r�'r�� irl�� Ir�rr�{ �rlr�� rl'fi�i� I r'rrrrfr�'frrfii _I r'rt��r.�.'r�►, NTS FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. BURY BOTTOM OF FABRIC 2' .0" MATERIAL IN 8" BY 12" TRENCH \ 6" 2" BY 2" BY 14 GA. \\ WIRE FABRIC OF EQUIV. 2,-O" PROVIDE 3/4" - 1.5" WASHED 5'10" GRAVEL BACKFILL IN TRENCH AND 12" ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 8" MIN. 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS. BRUSH BARRIER 18" _ 96" 4N. MAX, 6" MIN, R/W EXISTING GROUND 100' MIN. (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL.) 15' .MIN. R=25'MIN a 0 0 REQUIRED DIMENSIONS 8'FOR ROCK LINING A+B 12'FOR RIP -RAP PLACE ROCK 1' ABOVE CROWN FILTER FABRIC ° LINER UNDER j� ROCK THICKNESS SECTION A -A ROCK.._/ ROCK OUTFALL(`4 NTS C 5 SECTION B A -A B I NTS W 1 EXISTING DRIVEWAY»T �� ► 2j„ RAMP OR SITE ACC SS NOTES: ROAD SECTION B-B 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM SEDIMENT TRAP OR POND. DIAMETER WASHED GRAVEL. PLAN CAST IRON RING AND COVER 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY NTS IS 1: 1. HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as FENCE OF 100 FT. 7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING shown. Material with fines is not acceptable. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. IMMEDIATELY. 2. The 100' minimum length shall be lengthened as necessary to 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN insure material is not tracked into the public right-of-way. THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. CITY OF RENTON STANDARD DETAIL B-066 CITY OF RENTON STANDARD DETAIL B-066 FILTER FABRIC FENCE DETAIL- TEMPORARY CONSTRUCTION ENTRANCE NTS NTS 12"0 FIBER PACKIP 45• (1/8) PIPE MATERIAL AS SPECIFIEI BY THE ENGINEER a' PLUG TO BE SEALED IN SAME MANNER AS - - MAIN SEWER JOINTS. 4" HT CITY OF RENTON STANDARD DETAIL B-076 6" CLEANOUL NTS SURVEYED: SCALE: HORIZONTAU NNAAD 19VD 183%1991 DATUM DETAILS & SECTIONS EXIT 7 AUTO SALES 1 700 NE 44TH ST RENTON, WA DATE: 3/17/06 DESIGNED: FlELDBOOK: PAGE: DRAWN: 0M ONE INCH DRAWING NO: C 5 CHECKED: AT FULL SC AtE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: SHEET: 5 OF: 7 13"X24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF tERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMC'ND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC- 1324-R WITH READER LID AND 1-5/8" DRILLED HOLE FOR `,0UCHREAD PIT LID (SEE DETAIL A -A) 9" MIN FINISH GRADE 12" MA; r r R R 36" MIN COVER N oJ� J,_10022-1/2' CITY PIPING z /- IN UNIMPROVED RIGHT OF z WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" W LONG COPPER TAILPIECE. W a. IL SIDEWALK 0 a rr a a•1 �11A.��L•f�:1',_:',il It. �•,�: ;�.I:.itdtiiL�f'� �,+,?��3 TOUCHREAD WATER METER TO BE PRIVATE PIPING SUPPLIED BY THE 12 z x a CITY TYPE "K" SOFT cv `toy ov -- — _ COPPER TUBING NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F1000-3-13) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (1" F1000-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A (TYF 3/4" OR V GALVANIZED PLUG DRILL 1-5/8" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL I RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE I NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. CITY OF RENTON STANDARD DETAIL D-106 —r / A n A M A T f— 1— , /1 1— 1-1 \ / I / \ r NTS 6'-0" VARIES - 14' MIN. (SEE CONTRACT) 6'-0" 3/B" EXPANSION (SEE STD. JOINT PLAN F-3) CEMENT CONCRETE PEDESTRIAN (WHEN SPECIFIED EE STD. CURB (' IN PLAN F-1 I CEN � to 10 0 1 Ta 1 RAMP WITH 12H:IV, SEE NOTE 1 CEMENT CONCRETE SLOPE (TYP.) ( B /� CURB & GUTTER PLAN VIEW (SEE NOTE 3) PLAN VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE_I NOT TO SCALE 6'-0" VARIES - 14' MIN. 6'-0" RAMP (SEE CONTRACT) RAMP CEMENT CONCRETE PEDESTRIAN , o CURB (TYP.) 1c 1 `v YP.) CONTRACT) I ENT CONCRETE SIDEWALK TESTING DETAIL &M AT 41 " TAPPING TEE (MJ:FL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (NJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING FINAL CONNECTION DETAIL NEW D.I. WATER LINE VERTICAL CROSS(MJXFL) FOR POLYPIGGING "LIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BUND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2-TAP & 2' BLOW -OFF TEMPORARY BLOCK O NEW D.I. WATER LINE Now 111 PLF 14 L AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK A BLOW -OFF AND CONNECT TO VALVE WITH D.I, SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES CITY OF RENTON STANDARD DETAIL D-115 WATER CONN DTL WET -TAP EXG WATER MAIN NTS 0� CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALK CEMENT CONCRETE 3/8 EXPANSION JOINT (TYP.) JOINT AND FINISH SIDEWALK SECTION O (SEE STD. PLAN F-3) DETAIL SLOPE ROUNDING N VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK VARIES — 6' — 0" MIN. 6'-0" DEPRESSED (SEE CONTRACT) 1/2" R (TYP-) I CURB & GUTTER fO VARI�� 2% (SEE NOTE 3) 1/2" R. (TYP.) CURB NOT INCLUDED _ 2% 2% _ IN BID ITEM (TYP.)3( EEESTDNPLAN JOINTSION 3) 1/4" PREMOLDED �... DRIVEWAY SECTION O JOINT FILLER (BY OTHERS) CITY OF RENTON STANDARD DETAIL F-004.2 CITY OF RENTON STANDARD DETAIL F-005 CEMENT CONCRETE DRIVEWAY ENTRANCE CEMENT CONCRETE SIDEWALK BROOMED FINISH 4" WIDE, SMOOTH /— TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM NTS EXPIRES 12/13/20071 NTS R pk/3T 1E,In g0Rc��TUn D��o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North, Suite 101 Auburn, WA 98001 TEL (253) 833-7776 FAX (253) 939 _2168 _ NO. REVISION CEMENT CONCRETE A B CURB AND CUTTER 3/8" PREMOLDED JOINT FILLER — 1v W-0" R. \ W-O" R. 4'-8 1/4' S" 5" 4' - a 1/4" CATCH BASIN FRAME AND GRATE GUTTER PAN (NOT INCLUDED IN BID ITEM) DRIVEWAY PLAN VIEW (BY OTHERS) CATCH BASIN GUTTER PAN CEMENT CONCRETE; CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE PEDESTRIAN CURB (TYP.) RAMP WITH 12H:1V SLOPE GUTTER PAN SLOPE (TYP.) 5 t DOWN TO FRAME CEMENT AND GRATE CONCRETE DEPRESSED /2" TCH 1/2" R. r" R,. ROADWAAYY 5" SIDEWALK CURB & GUTTER 1 SLOPE (SEE NOTE 3) RECESS TOP OF • ►' �g 1/2" /2" R. ROADWAY 1 mF111,•.'.• ,. — �- -®—®� ►' TYPE 1 N ISOMETRIC VIEW VARIES SEE SHEET 3 :• 1. ! ADJUSTMENT SECTION ► ,'r ► (NOT INCLUDED IN BID ITEM) r• r CATCH BASIN OR INLET • • ►' (NOT INCLUDED IN BID ITEM) • DRIVEWAY SECTION (BY OTHERS) 1/2" R. 1" R. MATCH ROADWAY SLOPE ••'►,',�I m 1/2' R. .► ► ' ► ROADWAY VARIES r SECTION CITY OF RENTON STANDARD DETAIL F-001 CEMENT CONCRETE CURBS NTS EXISTING ASPHALT PAVEMENT SAWCUT 1,0'• NEW CURB MIN.— & GUTTER ARTERIAL STREET MINIMUM 3" CLASS "B" A.C. 4" A.T.B. 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" CLASS "B" A.C. 6" CRUSHED ROCK 71 CITY OF RENTON STANDARD DETAIL F-008 CURB GUTTER REPLACEMENT DTL NTS SURVEYED: SCALE: VERTICAL N V1 HORIZONTAL-9 3/1991 DESIGNED: DRAWN: oM I ONE INCH DATUM CHECKED; AT —FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ,Jr CEM. CONC. CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) CEMENT CONCRETE DEPRESSED SIDEWALK CURB & GUTTER (SEE NOTE 3) TYPE 2 N ISOMETRIC VIEW SEE SHEET 4 CITY OF RENTON STANDARD DETAIL F-004 CEMENT CONCRETE DRIVEWAY ENTRANCE NTS CATCH BASIN INSERT MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE—THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. OATMA ❑Af I[I SOLID WALL` FILTER MEDIA FOR DEWATER CATCH BASIN INSERT NTS DETAILS EXIT 7 AUTO SALES 1700 NE 44TH ST RENTON, WA NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. APR 17 200t RECEIVED DATE: 3/30/06 FIELDBOOK: PAGE: DRAWING NO: C6 SHEET: 6 OF: 7 C.,ENTRAL 7 1/2" ISLAND 5 1/2' 1/2' R. TRUCK 2„ APRON /— 1" R. ACE OF CURB TRUCK APRON TOP OF ROADWAY 1/2' R. --� 9 1/2" .ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB FACE OF CURB 101, 12" ROUNDABOUT LANE 4 Am�) " R, 1/2" R D ° 0 TOP OF ROADWAY a� r P ► ROUNDABOUT 10— LANE CROSS 1' - 10" SLOPE ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTTER V RIES 12' TO 2 " VARIES • 1" 10" TO 22" 1" FACE OF CURB (SEE CONTRACT) FACE OF CURB MATCH 1" R, LEVEL 1" R. MATCH ROADWAY ROADWAY TOP ❑F SLOPE - SLOPE TOP OF �D p ° ROADWAY 1/2" D ! D `D 1/2" ROADWAY D ► ► D ► r D p r 1,D r ► D ' ► ° D ► D �D 11 1/2" 11 1/2" I DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF CURB—` 1" R, TOP OF ROADWAY 7 VARIES 12" TO 2 " VARIES 1" 10" TO 22" 1" (SEE CONTRACT) \ LEVEL 7 ��, ° D ° '�D FACE OF CURB 1" R. TOP OF ROADWAY DUAL -FACED CEMENT CONCRETE, TRAFFIC . CURB EXPIRES 12/13/2007 6 1/2" FACE OF CURB 5 1/2 1" 1/2" R. 1" R, MATCH ROADWAY SLOPE . D `O 1/2" R. 1' - 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER 6 1/2" FACE OF CURB 1/2" R. I V R, D TOP OF D I �ROADWAY CEMENT CONCRETE . , , .TRAFFIC CURB, , , . . GENERAL NOTE See Standard Plan P-3 For Curb Expansion and Contraction i-- 1" R. CEMENT CONCRETE 1/2" R, SIDEWALK OR VARIES ASPHALT CONCRETE FROM — `0 PASSAGEWAY 6" TO 0 t / — 6„ 1/4" PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB 6 1/2" VARIES FROM 6" TO 0, MAINTAIN 1H;6V SLOPE ARIE1" R ❑N SIDE ❑F CURB LEVEL MATCH ROADWAY 1/2" R. SLOPE TOP OF TOP OF ROADWAY o ° — 1/2" R, ROADWAY � 0 LL.. FLUSH WITH GUTTER 1' - 6" PAN AT SIDEWALK RAMP ENTRANCE DEPRESSED CURB SECTION AT SIDEWALK RAMPS AND DRIVEWAY ENTRANCES 6 CEMENT CONCRETE 1" R, SIDEWALK RAMP, LANDING, OR DRIVEWAY ENTRANCE D ► 1/4" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS &LANDINGS, AND DRIVEWAY ENTRANCES 7 1/4" FACE OF CURB 3„ 4„ 1/2" R. OF p CEMENT CONCRETE ° CURBS D ►. . ► p , rSHEET 1 OF 1 SHEET 8 1/4" 12-17-02 MOUNTABLE CEMENT CONCRETE TRAFFIC CURB .1........ CITY OF RENTON STANDARD DETAIL F-001 CURB &GUTTER DETAIL_ NTS C Up�r�� Cng0IM&SITUR(O Mo. CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North, Suite 101 Auburn, WA 98001 TEL (253) 833-7776 FAX (253) 939-2168