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HomeMy WebLinkAboutR-398012E a LCJ N TO r` `o CT) N CI 0 E CE cy (n J 0 J U o_ U I q- In 0 N kD o cn N CD O i c 0 0 U N O o_ w C) 0 U 17 DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-C-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID EX1SA"AGPOPO / DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD moo. y2 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8- QUARRY SPALLS GEOTEXTILE sy 12' MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D4751) 1200 PSI MIN. GRABTENSILEELONGATION(ASTM D4632) 30%MAX. MULLEN BURST STRENGTH (ASTM D3786-80A 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. e PUBLIC WORKS STABILIZED STD• PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 STABILIZED CONSTRUCTION ENTRANCE 5' MAX. DRAINAGE GRATE GRATE FRAME 3 4 d � D SEDIMENT AND DEBRIS -� OVERFLOW BYPASS • b "„7;:'•` o P BELOW INLET GRATE DEVICE FILTERED WATER ° p d p p SECTION V IE W DRAINAGE GRATE - REC' ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built -In high -Flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). EM (TYP.) Y *� + PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 `8 DEPARTMENT �d'AiTO� MARCH 2O08 CATCH BASIN PROTECTION JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"I2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL 2"X4• WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE 30-100 SIEVE SIZE IDrAD.15MM) FOR SILT FILM ADS (ASTM D4]51) '0 RXIS1EVE SIZE 10.30O.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D4911 0.025EC^-1 MINIMUM GRAB TENSILE STRENCHT(ASTM D4632) 180 LBS. MIN. FOR EXTRA 5TRENGH FABRIC 300 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTM D4632)130%MAX. ULTRAVIOIATE RESISTANCE (ASTMD4355)170%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEL17ATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. Y pt� O n + + PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT �FN.fO� MARCH 2O08 FILTER FABRIC FENCE NTS C12 NTS C12 NTS -� FACE OF CURB 6" CEMENTCONCRETE 11T R. 1"R. - SIDEWALK RAMP 6t/2 VARIES _ I OR LANDING 51/2" 1" FROM T 6- TO D TOP OF i(' ° • n ° Fcl� ROADWAY - JOINT FILLER D 12' R. / JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB ° AT SIDEWALK RAMPS AND LANDINGS 1,-6" FACE OF ADJACENT CURB CEMENT CONCRETE 6112" -' TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET ' _r FACE OF ADJACENT CURB 1:24 TOP OF 6 112_ .' - FLUSH WITH GUTTER �- �1" 12"R. ROADWAY �- PAN AT SIDEWALK 2" RAMP ENTRANCE D 1:12 / - 1:24 ° TOP OF ° D 112• R./ ROADWAY DEPRESSED CURB SECTION • ° DP "I AT RESIDENTIAL DRIVEWAYS ONLY. ICI \\!l FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1042 DEPRESSED CURB SECTION FACE OF CURB AT SIDEWALK RAMPS 611T 5 112' L 1" 112"R. 1"R. FACE OF ADJACENT CURB T TOP OF o ROADWAY GUTTER SURFACE _L- • D B 114" I 1" R. D , CEMENT CONCRETE ° ' '• TRAFFIC CURB • D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and Contraction joint spacing. 2. Not used. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2 PUBLIC WORKS STD. PLAN 101 - DEPARTMENT CEMENT CONCRETE CURBS PR 'ED F1VT0 It ',A* CURB AND GUTTER DETAILS NTS coterra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com 7 n' AAINI .._... _..__ EXIS IING ASPHP PAVEMENT SAWCUT (SEE NOTE 2) R 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER, 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 * PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL y ATE CURB AND GUTTER DETAIL KITC 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 4 CITY COMMENTS NO. REVISION STREET/CONTROL L 30, IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING PROP. rstraka 06/20/2017 0 Brianne Bannwarth 06/22/2017 0 ROW 13' 8.5' 5' 3.5' STREET PLANTER SIDEWALK TOP OF CURB (PROFILE POINT) EXISTING GRADE (TYP) 2.0% 4 3 ASPHALT PATCH 5" PERVIOUS CONCRETE SIDEWALK C15 C15 4 CURB AND GUTTER PER 8" TOPSOIL, HYDROSEED OR SOD C 1 COR STDS BE 162ND ST TYPICAL ROADWAY SECTION J NTS STREET/CONTROL PROP. CL ROW 1 30' 1 13' 8.5' 5' 3.5' STREET PLANTER SIDEWALK TOP OF CURB (PROFILE POINT) EXISTING GRADE (TYP) 2 0% 111III111 lllii 4 ASPHALT PATCH 5" PERVIOUS CONCRETE SIDEWALK 3 C15 C15 4 CURB AND GUTTER PER 8" TOPSOIL, HYDROSEED OR SOD C 1 COR STDS 114TH AVE SE TYPICAL ROADWAY SECTION NTS BIDITEIA RAxUDESSIDEWADIRA! e wN -FRE.ISEE NOTE TI 6 I, MEN V CO DCTK`I` ff , SEE NOTE CENENTCONcgETE R1r.1P WIiN laity SLOPE (IYP.) B CUF GU F ISEE NOTE 11 YB' CONTRACTION 10w (M.) (SEE STD. PL ui uul PLAN VIEW VAME9 '-ISEE NO'F TDI el%MAX. SEENOTESIT , .I craw c• MN fi' M11N CENENi CONCRETE MESToP IIWI RYPI smEwaaK 6ECTION O ISEE Sio. vtAN t@i \ a.amP.l ' REPRESSED LURE d GUliER Id!l NDR ]I eoEWax mDw . DIFFERENCE IN SLOPE r.Nx - DNVEWAY WI rNE SLOPE (SLOPE SHOWN EXAOCFMTE01 1]% ',� - t ia, • DIIIVEV AY / Y Hw DRIVEWAY W. RELATIVE r ° sE ON O NE TNESLOPE fSL SHOWNEXIGG Met i - CEMENT CONCRETE CURS d GUTTER (SEE NOTE 3) rl CEMEM CONCi .1ae uc _ OMTN'C ETAa Si0 PLAN tw]I TYPE R1B -ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 a ` PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPP. \'FD: DEPARTMENT ENTRANCE -TYPE RIB �, m � Z NT A-; {SEE NOTE al ISEE NOTE e) ID U Of PAVED oalvswer gEouweo Ld'EXPANSIONIAMj!]'P4 cE (SEE SiD. PLAN 1@I COMCREIE snEwux iBEE NCtE s e m = Gregg Zimmerman, Public Works Administrator y..¢„�\ \ ~•�' \�`�� CEMENT CONCRETE `- CURB 8 GUTTER J / (SEE NOTE 3) CEMENT / % DEPRESSED MONOLITHIC CONCRETE -, SIDEWALK CURB AGUTTER (BEE DETAIL THIS SHEET) �` • w4%� TYPE C2B - ISOMETRIC VIEW (COMMERCAAt, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full dep'J) expansion Joint with 3/8' Joint filler along the driveway lane lines FACEGFICURB (see aid, plan 102). Construct expansion joints parallel with Lite �© a1¢ own DEPRESSEDHIS HCURB DETAIL centedlne as required at 15' maximum spacing when driveway COKTRACTtON JOINT STO PUN 102 widths exceed 30', a� r , b 1lrR TaPaF / ROADWAY 2. See std. plan 102 for sidewalk details, -� a jL 3. Curb and gutter shown, other curb designs may be specified. ,j� %" '• ' See std. plan 101 for curb details. 4. Not used. �- 1'-Ir 5. The engineer will design all driveways to Include elevations at all NOTE: DRIVEWAY LONcrruDINAL!!oANSION points marked with symbol "X". All elevations Bra at the back of JDINTB stvu BE FUC=RB H DEPRESSED MONOLITHIC CUI� &GUTTER DETAIL curb top on uphill side 6. Not used. 7. For Driveway Widths sea DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding Isamelrlc view. 8. Slopes shall Comply with seCSlons R303.2.1 Or R303.2.2 Or - FACE OF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public Rights November 23, 2005 \ 1" -of -Way of (PROWAO). 9. Curb reWme for any Type C-MAX Driveway may be approved on a case -by -case basis. ', yo fit. R ACE 10. STREET STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 5 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STAN DARDS DEPRESSED CURB DETAIL AT RESIDENTIAL ORCOMhERCULL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations _ Driveway Example: TYPE C1B CHAPTER 4 R=Resldensd, C--Gomm cw CITY-WIDE PROPERTY DEVELOPMENT STANDARDS 1} Number of Laren, Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MAx=4 Lane Commerrtaq REGULATIONS B-Bufter(Renting Strip), Blank-NoSuffw PUBLIC WORKS CEMENT CONCRETE DRIVEWAY D - 104az R 'V DEPARTMENT ENTRANCES - NOTES AND DETAILS Arr s DRIVEWAY DETAILS C12 NTS SURVEYED: SCALE: CONSTRUCTION PERMIT SUBMITTAL �� w� f HORIZONTAL-TICAINAD 1983/1991 4► 3/29/17 MB 3 29 17 PA DESIGNED: 10•� CITY OF L I M E L I T E SHORT PLAT FIELDBOOK: MB 9 09 16 PA MB RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: MB 8 15 16 PA DRAWN: MB DRAWING N0: MB 7 07 16 PA CHECKED: ONE INCH DATUM PA AT FULL SCALE Planning/Building/Public Works Dept. CML DETAILS C1 If NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OR R-398012