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HomeMy WebLinkAboutzR-4089Setn SCALE: 1 "= 30' I30 15 0 30 60 DEVELOPER/CLIENT: DAMSKOV CONSTRUCTION, LLC 1940 124TH AVE NE, SUITE A107 BELLEVUE, WA 98005 206.850.8759 CIVIL ENGINEER: STEVE LEE, PE PREFERRED ENGINEERING, LLC 11627 SE 58TH STREET BELLEVUE, WA 98006 206.501.5708 SURVEY NOTES: LEGAL DESCRIPTION LOTS 1 AND 2, BLOCK 5, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDED ADDITION TO SEATTLE, DIV. NO. 7, ACCORDING TO THE PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NOTES 1. BASIS OF BEARINGS IS THE WASHINGTON STATE PLANE COORDINATE SYSTEM, N.A.D. 1983/91, NORTH ZONE, AS ESTABLISHED BY TIES TO CITY OF RENTON CONTROL POINTS 1835 AND 1893. 2. ELEVATION DATUM IS N.A.V.D. 1988 BASED ON TIES TO CITY OF RENTON CONTROL POINTS 1835 AND 1893. 3. FIELD WORK WAS DONE IN FEBRUARY OF 2018 USING A SOKKIA SET 53OR3, THREE SECOND TOTAL STATION IN ACCORDANCE WITH W.A.C. 332-130. 4. THE SOUTHERLY END OF LINCOLN AVENUE N.E. ADJACENT TO THIS PROJECT WAS UNDER CONSTRUCTION AT THE TIME OF THIS SURVEY. BE AWARE THAT CONDITIONS MAY CHANGE. 5. REFERENCE IS MADE TO THE FOLLOWING SURVEYS WHICH WERE USED TO CALCULATE AND/OR ASCERTAIN THE BOUNDARY AS SHOWN HEREON: THE PLAT OF C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 7, VOLUME 7, PAGE 18 WESTMONT SHORT PLAT BOOK 120 PAGE 108 RECORD OF SURVEY BOOK 97, PAGE 153 RECORD OF SURVEY BOOK 63, PAGE 217 MARSHALL SHORT PLAT BOOK 142, PAGE 278 MILLER LOT LINE ADJUSTMENT BOOK 134, PAGE 276 CITY OF RENTON CONTROL NETWORK 6. UNDERGROUND UTILITIES ARE BASED ON PAINTED LOCATIONS PROVIDED BY APPLIED PROFESSIONAL SERVICES, INC. ADDITIONAL UTILITIES MAY EXIST ON AND AROUND THIS SITE. SURVEY LEGEND N.E. 1 /4, SEC. 32 ARCHITECT: EMILY BUCKWALTER, AIA MEDICI ARCHITECTS 11661 SE 1ST STREET, SUITE 200 BELLEVUE, WA 98005 425.453.9298 GEOTECHNICAL: ROB ROSS, PE ZIPPER GEO ASSOCIATES, LLC 19019 36TH AVENUE WEST, SUITE E LYNNWOOD, WA 98036 425.582.9928 LIGHTING DESIGN: TWP. Elyse M. Stemmler TENW (Lighting Design) 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 425.889-6747 LANDSCAPE ARCHITECT: Craig Lewis JGM Landscape Architects, Inc 12610 NE 104th Street Kirkland, WA 98033 425.454.5723 12" CONC. CULVERT IE (E)=134.8 IE (W)=132.2 - - N E 38TH IQ)%// z/ ce- / � ,JVe,65'We�1P'�A- TJ/ N88'34'0- /./ / /� HC o / / / / / / / / UPPEF LOWEF / / / /m BLOCK 3 CB TYPE I RIM=136.80 24N., RGE. 5E., W.M. STRUCTURAL ENGINEER: ; 7 1 Dan Kosnik, SE Site Structures / Kosnik Engineering, PC �I 10505 19th Ave SE, Suite B 0 Lid Everett, WA 98208 SSMH N 425.357.9600 A RIM=137.17 FL=129.05 I I SURVEYOR: N Rob Bogdon, PLS �I Eastside Consultants, Inc. 1320 NW Mall St, Suite B L Issaquah, WA 98027 425.392.5351 Z_ LOT111 L 0 T 2 _4 NB9'55'Ik Pi /T} �l / // �' �/ / W 3. 4C( PLAT 1'W / 1 N88'34' _ OOP GARAGE / T / / / / I ��- T 410.90' , = FOUND PROPERTY CORNER AS NOTED W - = POWER POLE i i /' // I FD. REBAR El P� = POWER BOX �' / / I W P L S. 9470 ' - = STREET LIGHT ! _ I 0.44' SOUTH OF LINE = LIGHT POLE E- = UNDERGROUND POWER (PAINTED LOCATION) CONDITIONS-P OF APPROVAL: = OVERHEAD POWER pC'` 1 8 ' = FIRE HYDRANT The 38th Street Short Plat and Modification, File No. LUA18-000683, SHPL-A, ERC, MOD, as depicted in Exhibit 4, is approved and is subject to the following conditions: 1. The short plat layout shall be revised to provide the minimum 80-foot depth required for Lots 4 and 5. A revised short plat layout shall be provided to the Current Planning Project C = WATER VALVE Manager for review and WN = WATER METER approval at the time of Construction Permit review. -w- = WATER LINE (PAINTED LOCATION) 2. A Lot Line Adjustment, or other similarly approved method, shall be completed to remove the EL = TELEPHONE RISER encroachments from the neighboring property to the south prior to the recording of the final short plat. -T= OVERHEAD TELEPHONE 3. A demolition permit shall be obtained and all required inspections completed for the removal of the C = UNDERGROUND COMMUNICATION (PAINTED LOCATION) house, prior to the recording of the short plat. 4. A detailed landscape plan shall be submitted at the time of Construction Permit review for review and CBC = CATCH BASIN TYPE ll approval by the Current Planning Project Manager. CB ❑ = CATCH BASIN TYPE I 5. A final tree retention/replacement plan shall be submitted at the time of construction review, for review and approval by the Current Planning Project Manager. The final tree D= STORM DRAIN LINE/ CULVERT retention plan shall include an additional 7 replacement trees on the project site. -G- = UNDERGROUND GAS LINE (PAINTED LOCATION) 6. The primary entries of the homes on Lots 1-3 shall be oriented towards Lincoln Ave NE and the primary entries of the homes on Lots 4 and 5 shall be oriented towards NE 38th St. A �MH C = SEWER MANHOLE note to this effect shall be recorded on the face of the final short plat. -S= SEWER LINE 7. The protected slope and required buffer shall be protected within a Native Growth Protection Tract and that the boundary of the tract be delineated with a split rail fence and MB = MAIL BOX signage. A fencing and signage detail shall be submitted at the time of construction permit review for review and approval by the Current Planning Project Manager. Fencing and signage = POSTIBOLLARD shall be installed prior to the recording of the short plat. 8. A curb bulb shall be provided within Tract A along the west property line of Lot 4. = EVERGREEN TREE 9. A Home Owners Association shall be established prior to the recording of the short plat for the = DECIDUOUS TREE maintenance of all common improvements within the subdivision. The HOA documents shall be t = ROCKERY provided to the City for review and approval by the City Attorney and Current Planning Project Manager ®= RETAINING WALL prior to recording of the short plat. -LN- = EDGE OF LAWN = FLOW LINE 7E = GRADE BREAK VINC,I CB TYPE I ■ RIM=740.22 W I IE (S)=135. 7 'w I IE (N)=135.6 r=o � n E.... Lotlge Renton -Bellevue Dl ,P09 Cedar Rim Marlmen[a V ¢, f`n NE44+ham StarEuckse 1751 0 QK..ydale KmderC x.saai P Korean Chu h9 &m ® 9 sa.ieas SITE ;, :� .r Galden Thre. b SE May VICINITY MAP j W SITE ADDRESS: HOUSE - --- I , 1825 NE 38th St PROJECT DATA: RENTON, WA 98056 � X! _ PARCEL NO: 3345700220 / SITE ADDRESS: 1825 NE 38TH STREET, RENTON 98056 Q5 / OWNER: SAPPHIRE, LLC: 331 NW 78TH STREET, SEATTLE, WA 98117 PARCEL AREA: 62,711 SQ-FT (1.44 ACRES) r' ' / ' r # I CB TYPE I L -FT (1.33 ACRES) I�RIM=154.99 DISTURBED AREA: 58,065 SQ IE (S)=151.6 GROSS IMPERVIOUS AREA: 15,511 SQ-FT (0.36 ACRES), ONSITE & OFFSITE --ice- IE (E)=151.5 NET NEW IMPERVIOUS AREA: 7,772 SQ-FT (0.18 ACRES) 12" CPEP IE (N)=151.4 IMPERVIOUS SURFACE COVERAGE o SSMH BASED ON GROSS IMPERVIOUS AREA: 24.7/0 RIM=160.36 BUILDING COVERAGE: 13,060 SQ-FT (0.304 ACRES) IL (E & N)=148.11 BUILDING SIZES: 5,000 SQ-FT TO 6,522 SQ-FT €442.97IIPLATJ I ro NEW UNDER CONSTRUCTION AT PARKING COUNT (VEHICLE & BICYCLE): 4 IN ROW OR TRACT, 16 IN LOTS 239 31' 1 TIME OF SURVEY NET DENSITY: 6.98 DU/AC 72" CP� ZONING (INCL. ALLOWED IMPERV. CB TYPE I RIM=161. 12 SURFACE & MAX ALLOWED BLDG IE=157.0 COVERAGE PER ZONING): R-8 SETBACKS: CB TYPE I FRONT: 20 FT (EXCEPT WITH ALLEY, 15 FT) - W/SOLID LID REAR: 20 FT RIM=166.77 C, El IE (S)=162.3 P SIDE: 5 FT _ I IE (N)=162.2 MIN. 2ND FRONT YARD: 15 FT (CORNER LOTS) MAX IMPERV COVERAGE: 65% SEWER SERVICE: CITY OF RENTON WATER SERVICE: CITY OF RENTON U I W SSMH STORM SERVICE: CITY OF RENTON a RIM=162.31 Z ELECTRIC: PUGET SOUND ENERGY IL (S & NE)=154.23 GAS: PUGEST SOUND ENERGY > CABLE: XFINITY Q � � I �TBM=60D SPIKE IN POiw�rc ,-vl �� ELEV=185.20 SHEET INDEX ' 0 1 * * * * * COVER SHEET & EXISTING FEATURES BLOCK 4 2 * * * * * PLAT GEOMETRICS ,''',' ' WML it I I w I 3 * * * * *EROSION CONTROL PLAN /-- 4***** GRADING PLAN CBTYPE I 5*****DRAINAGE PLAN RMS0183.911D 6 * * * * * STORMWATER VAULT PLAN I IE (S)=179.4 IE (N)=179.2 7 * * * * * ROOF & LOT DRAINAGE PLAN 8 * * * * * SEWER & WATER PLAN / I - /T 'CO I 9 * * * * * SEWER & WATER PROFILES - JOINT USE DRIVEWAYS 10 * * * * * SEWER & WATER PROFILES - 38TH ST & LINCOLN AVE 11 * * * * * ROADWAY PLAN - /wI - - --r _ P 12 * * * * * LINCOLN PLAN & PROFILE IE wv P 13 * * * * * 38TH PLAN & PROFILE dwH � -�--- MB I 14 * * * * * JOINT USE DWY N/S PLAN & PROFILE ' w 15 * * * * * JOINT USE DWY E/W PLAN & PROFILE GC °E 16 * * * * * SITE SECTIONS W/SOLID LID > CB TYPE 1 V a 12 " CPE i 17 * * * * *DETAILS SHEET 1 ' RIM=195.93 3 IE (S)=191.3 IE (N)=191.2 CB TYPE I 18 * * * * * DETAILS SHEET 2 � M RIM=195.95 19 * * * * * DETAILS SHEET 3 IE=192.6 SSMH a C ' 20 * * * * * DETAILS SHEET 4 RIM=197.27 / /L (S & N)=188.27 oMB I 21 * * * * * DETAILS SHEET 5 i = EDGE OF PAVEMENT/CURB LINE �, of was�I �� p p o o suffi&v = CONCRETE ����, J p�C�CG3�C�D EC ti o C�IC�a��]CCG30��9 L�L�C� o J= GRAVEL CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS O 35 �4 11627 SE 58TH STREET PH (206) 501-5708 GIs �' BELLEVUE, WA 98006 NAL EMAIL: PELLCENGR®GMAIL.COM NO. 06 JJK CHECKM STL REVISION BY DATE APPR A STL Qe a 0 22 * * * * *DETAILS SHEET 6 � LANDSCAPING SHEETS i STRUCTURAL SHEETS a w z RMT2o3�'- ; NOTE; CL I IE=198. I EX. UTILII I I CALL 811 UNKNOWN ^^d1[-TMI 1/ sOxF: 1 n=30' AJ W °W In, � CITY OF 4j DATUM RENTON Ow Nqi ELEV-185.20 AT FULL 8WE Planning/Building/Public Works Dept. FWramN, SCALE ACOORNMY K'YU07 p IN COMPLIANCE WITH CITY OF RENTON STANDARDS °� 0 DEVELOPMENT ENGINEERING SURFACE WATER UTILITY jchavez 07/20/2020 jfarah 07/20/2020 REGIONAL FIRE AUTHORITY NTc ti WASTEWATER UTILITY APPROVED �0Ann Fowler 07/28/2020 } a cthomas 07/21/2020 N,FIpE PSa KF 101EVELOOPMENT BOOBY FLAT o 6/2020 1625 25 HIE =h FELOmm' BOOK PMB G F=rram, WA DPAWM � AGE � C-1 � a sHEEr of 1 22 Qe 00 N.E. 1 /4) SEC. 32 TWP. 24N., RGE. 5E., W.M. 0 f z vl SCALE: 1 "=20' n I20 10 O 20 40 12" GONG, CULVERT IE (E)=134.8 CB TYPE I CB TYPE I RIM=136. 80 RIM=138, 81 PLACE CP PROTECT I N N LET. S E STD LAN 21 . 0 IE (W)=132.2 IE=135.0 CLEARING LIMITS 5—�SFFETIC-18 / — -j /�ii i� //i ii//ice/ =— ��� ���L _ — —G�- // / I / / / - T 38TH-V 1 t CLEARING LIMITS —LN— — LN LL — TOE OF FILL / i_Gg ,/ / / CL 1O'MIN OF —� EX/DWY TO / / / / / O / �' • : / R MAIN OPEN/ l Ill / / / / l l o - / // / /i • • �,_� �/ / / / / / / / / / / / / / o // // / /� / / OR ADJACENTLLI �_m� / / RESIDENT ACCESS I I — — — — / (D / N �9�5 ATE 0 I�\ N8.34�]PLAT /// / ////GI�►R7'�/L�lu(IT �i / / M 3 / /£� �o / / / 0 O , /// ////, ,, /�, //,Q / / , —__ — T _ _ -- i f f/ //// / / / I > 1 / / / // ---- f / ❑ / � -W,/ 15R/ / \ / -- / CONSTRz �/ / �4 ,— / /� /// / / 1�� / / / / l l / l l / i / // M �, / / / —J / Q I, / // �/ / / l / l �V I / / / c� °� / 0 I ENTRANCF� / / / / / / / / / / / / / / / / / / / / / / / / / / / • • ..14>� .. .. • • / / / / — I SEE ST6 PLAN 15 o / / / I SHEET C�17 — / UPP•E FF 154.5^ L 0 WE FF 145.6 •. / / / / /� / / / / / / / / / / // / /// j/// / c/ / / / / �/ / / • �° I� / / // / / / / � —�/ — — — — — — — , nLUCL / // L_Lj / // S N/� / l l l I / DIVISION DITCH// •cl- - / �// // / / /� f / / / TOP OF CUT /-- / ///— / / / /// / / / // / / 2 DEPTH / / r/ / / / / J i 00 SEDIMENT POND / i— O� / i / l /� / ��� / / _ // / BOT ELEV 138.0 / / O�O i / / / / / / \ �/i// / // /// �/ / ////� // // _/ / TOP ELEV 148 / �� �// // / / // // // / / $EOM ELEV 4.0 / (D / / / / / // �' \ \ _ , / / / / i 3H:1 V INTERJOR SL6PE� � O / � / / / / / / 1 / / / / / / _ / I o o / / / / /�/ / /� / / T \o / / / / / / / 2H:1 V EXTERIOR OPES / / / / / \ \ . / // / / / �j /// //// / // / / / / / •� i' // // / I� ' // // '/ / // / T \ SA=/1,286 S SEE STD P N 216 / / / � / / I I �/ // / / /— i I 0 / / / / / / I / / / // //( / — AN/D' 216.10 �HEET I / / / / / / / \ / T$L I I C 18 / / 0� / /// I / / / / / / // WM° �1 NOTES:— // SEED AND/OR MULCH AFTER ROUCH RADkG FOR ENTIRE,REMAINING ACRE. 00 / , l — / Q_ 00 Well/ / / / / / / / / / / / I I �/ — / _ _ T — / �� PLAT I I \413, 4 __ / -- N88°34'01 "W — _ i 0.00' — 410.90 I lI GARAGE � _ INSERT SILT / / I _ -----------�----------------------- - FENCING AT LIMITS I j I I ❑ I I ------------------ / —� SEE STD PLAN CLEARING LIMITS W W _ , I WW W / W WV 214, SHEET C-17 / — INSERT NGPE I FENCING AT SOUTH LIMITS HMr/ MANS SSE b'�ASHISSTON SEDEN OF EDE(q TINGE 0 WAS I J PG3nnC�FnnC�G3REDma 7 n C co 401 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS tS 11627 SE 58TH STREET PH (206) 501-5708 SSIONAL BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NO. REVISION FD. REBAR ❑ W/P. L. S. #9470 0.4' SOUTH OF LINE NO, S VOL, 109 ME V A H X3--- w CB TYPE I _ W/SOLID LID x / rin�—�ca� cap 12" CPE[ P° LEARING IT I _ I _ I I I I I I I P° P° I / / 12" CPEfp I NOTE: EX. UTILITIES ARE APPROXIMATE ONLY. CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. SCA: 1 "=20' H0114Z«rt'�LAU r o ;jw 199, ° CITY OF DATUM RENTON ONE 1NC1 DATUM AT FULL SOLE Planning/Building/Public Works Dept. IF NDT ONE NM SCALE ACCORDMIXY EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF OEEE RAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL {ESC) PLAN SET. ALL 7HE NOTES ON THE. LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEE DEL) FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY THE APPLICANT AND THE APPLICANTS CONTRACTOR P THE APPLICANT 15 RESPON$EBLE FOR OBTAINING THE LVASHINGTON STATE DEPART14EWF OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT. IF IT IS REQUIRED FOR THE PROJECT THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER -GENERAL PERMIT. 3 THE ESC PLAN SET SNAIL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENT'S. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR SUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLANLS) SHAILL BE CLEARLY DELINEATED BY FENC ENG AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL IRENTON SWUM] PRIOR TO THE START OF CONSTRUCTION. DURINGTHE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PJ=RMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANTjESC SUIKRVISOR FOR THE DURATION OF GONSTRUGTION. 5 STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN ED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OF FSITE. PUBLIC ROADS SHAL I Sr CLEANED THOROI€31HLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEOIMENT FROM ENTERING WATERS OF THE STATE S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR 1N DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND. OR T O STORM DRAINS OR OPEN HITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR 1N DESIGNATED CONCRETE WASHOUT AREAS. 7 ALL REQUIRED ESC BMPS SHALL B E CONSTRUCTED AND IN OPERATION PRIOR TO LONG CLEARING AHDIOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES ALL ESC BMPS SHALL 13E MAINTAI NED IN A SATISFACTORY CONDRICN UNTIL SUCH TIME THAT CLEARING ANMR CONSTRUCTION FS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL E SC BMPS SHALL RE REMOVED AFTER CONSTRUCTION IS COMPLEZEO AND THE SITE HAS SEEN SYAOILIZ�D TD ENSURE POTENTIAL FOR OFFSITE EROSION DOES NOT EXIST THE IMPLEMENTATION, MAINTENANCE. REPLACEMENT, EN HANCEMENT, AND REMOVAL OF ESC 13MPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. S ANY HAZARDOUS MATERIALS OR L IOUID PRQDIJCTS THAT HAVE THE PDTEN TIAL TO POL-LUTE RUNOFF SHALL BE ❑ISP05ED OF PROPERLY. 9 THE ESC BMPS i) YNOTED ON THIS DRAWING ARE INTENI]ED TO BE MINIMUM REQUIREMENTS 70 MEE'T ANTICIPATES] SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC OMPS WILL BE NECESSARY TO EN2 0r._ COMPLETE SILTATQN CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUGTH7N, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF 7HE APPLICANT TO ADDRESS ANY NEW CONDITIONS TNA7 MAY BE CREAlM BY THE ACT VOINE5 AND TO PROVIDi= AbOMONAL ESC BMPS, OVER AND ABOVE MINI Mum REQUIRENII°NTS, AS MAY BE NEEDED, To PROTECT ADJACENT PROPERTIES AND WATER ODAIJTY OF THE RECEIVING DRAINAGE SYSTEM. ID. APPROVAL OF THIS PLAN 15 FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE OFSIGN. 312E NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATE RING SYSTEM NECESSARY FOR THE CONSTRUCTION OF S70RMWATER FACILDTES SHALL 9E SLIB#AITTED TO THE CITY FOR RENEW AND APPROVAL 12 ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBAWMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OOCTOBER IST THROUGH APRIL 30TH] OR SEVEN DAYS DURING THE DRY SEASON MAY IST THROUGH SEPTEMBER SOTHy SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E G.. SEEDING, MULCHING. PLASTIC COVERING. ETC.) IN CONFORMANCE WITH APPENDIX O OF THE RENTON SWDM 13. WET SEASON ESC REOWREM ENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL MOTH, UNLESS OTHERWISE APPROVED BY THE CITY, 14 ANY AREA NEEDING ADDITIONAL E9C MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED] WITHIN SEVEN (11 DAYS. 15 THE BMPS ON INACTIVE 51TES' SHALL BE INSPECTED AND MAINTAIN AT A MINIMUM OF ONC A MONTH OR WITHIN 24 OURS FOLLOWING A STORM EVENT. ESC EC ED E M H INSP'EG TION AND MAINTENANNCE SHALL OCCUR MARE FREQUENTLY AS REOU ]RED BY THE CITY 18 BEFORE COMW=NCEMENT OF ANY CONSTRUC-DOT N ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 2fi1.3Q SHALL SE PROVIDED FOR ALL STORM DRAIN INLETS DOW NSLOPE AND WITHIN 500 FEET OF A OtSTURSEO OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT E NTERS THE 1NLE7 WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL. BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSO RE FULLY FUNCTIONING CONDITION 17 AT NO TIMES L SEDIMENT ACCUMULATION EXCEED 212 GP THE CAPACITY OF E CATCH BASIN BUMP. ALL CATCH WINS AND CONVEYANCE LINES SHALL BE SMALL TH CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDMENT•LADEN WATER ONTO THE DOWNSTREAM SYSTEM. 19 ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTUNG BASIN SHALL HE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION 5YSTE M IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIPES ARE AT LEAST THREE FEET ABOVE THE FINAL GRAPE OF THE PERMANENT FAC ILFTY, 19 AREAS DESIGNATED ON THE PLANKS) CONTAINING EXISTING STORMWATER FACILITIES OR ONS(TE BMPS (AMENDED SOILS, SIORETENTION, PERMEABLE PAVEMENT ETC.) SHALL BE 'CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SE DIMEN7A77ON AND COMPACTION DURING CONSTRUCTION CO. PRIOR TO THE BEGINNING OF TILE WET SEASON SDCTOBBR 1ST]. ALL DISTURBED AREAS SHALL BE INSPECTED TO iDEN71FT WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR 111E WINTER RAINS. DIS TURBID AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF TIRE BEGINNING OF THE WETS ON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDER) AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVI EW. F11S 21 PRIOR TO F1 VIAL CONSTRUCTION ACCEPTANCE, THE PROJECT STTE SHALL BE STABILFLED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE ALL ESC BMPS SHALL BE REMOVED, AND STORMWAI =R CONVEYANCE SYSTEMS, FAULITIE$. AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FILLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL N VEGETATED OR OTHERWISE PERMANENTLY STABILIZED AT A MINIMUM. DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MU LCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELDP SHORTLY AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER IST 22 ROCKERIES ARE CONSIDERED TOM A MBE I HOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT RE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IH ACCORDANCE WITH CRY ST-MI ARDS. ROCKERIES OUTSIDE OF ROAD ROGHT5-OF-WAY SHALL BE GON5TIiUC'FEEIIN ACCORDANCE WITH THE I NTERNATIONAL BUILDING COO@ VN LE% OTHER W 15E NDTFD- DRAWING 15 NOT TO KAU INT} AllxttL STD. PLAN - 268.001 PRPUBLIC WORK5 EROSION AND SEDIMENT CONTROL R DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 nM wr•m i-•u•.o- DATE Form IN COMPLIANCE WITH CITY OF RENTON STANDARDS Oo DEVELOPMENT ENGINEERING ` f� + jchavez 07/20/2020 KP BEWELDP i EN7 SHORT PLAIT 1925 HE =G�� & � EROVON CONTROL PLAN a DATE: 6/2020 fl F,aoeooN BOOK FACE: PAGE DRAWNG ND: C-3 a sNEEf OF. 3 22 f z 0 SCALE: 1 "=20' n I20 10 O 20 40 N.E. 1 /4, SEC. 32 TWP. 24N ., RGE. 5E., W.M. 2-PARKING FILL WALL TOP 142 FILL TOP WALL 146 FILL WALL SPOTS (w/ PARKING 4-FT TALL BOT 138 WALL BOT 140 TOP 148 PAVEMENT STRIPING) FT BOT 144 10-FT WIDE X 2 12'� CONC. FILL WAL TOP 150 � SEE SHEET c 5 FOR CUL VER T CS TYPE I CB TYPE I H0U BOT 146 - - UPDATED ALIGNMENT I E E = 1 34. 8 ( )- .LED CURB IE (W)=13Z 2 RIM=136.80 IE=135. 0 RIM= 138,81 IE=135.5 / / T 135.5 9 ,9 ; TEEL � � � � / / o r; � �' ;;;%�-�RAss �RETE � 38TH�ST - =��-�� - I r--:MANTENANCE RD - / /� -W-- /j _ ea l/l/ l 194 JJJ- / / GB- JJJJJ � � JJJ JJJJJJJJ I Pti / -AID ALK.0 1 3 42 144.1- // 4 �0 14 / 3 - I 48 "Op/ // oQo /// // ti 0 / - - LOT4,/ 24ttO/ - 11 / l l l I i I / L�'� 5i � � MAIN/GARAG fTA1_I1 �LL/// l�l l // //// / / / / / �' / l/ / / I MAIN/GARAGE FF 152 �// / 144.1 I FFE 149 P =0 / 140.0 / L 48. 42. o�� • ,%�i j�-�,�� i i%�� �� // // �140.2/ 144. o 160.0 1.42 146 1421_. / /14 AUL j /, F ,41. /1�8 I 145;5 I I / i� FFE GARAG .0 I MAIN I I I / 62 6 / 70. 145., / MAIN 156 LOT/ ��6`L L 140. FFE 152 - �p I 1 8� / LOT 6 00 AIN / 16 / / - /��� d• '� I�til �� � / [-F�FE 113 ►�� 61.0 (o- 1 _ I 66 as / / ----- -- 170 N88°34 1- GARAGE- ------ w w w -� // / ) ❑ 0 / / I RD, REBAR C W/P.L.S. #9470 TING, WASH � 01) �� �'o �I PREFERRED CnNIC��nNICCG�3�nN]C�fl LLC d CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 35 4 GIs �w 11627 SE 58TH STREET PH (206) 501-5708 SSIONAL� BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NO. REVISION \ CB TYPE I TRIM=140.22 W I IE (S)=135. 7 IE (N)=135.6 O � r I CB TYPE I _ L ` RIM=154.99 IE (S)=151.6 00 I (E)=151.5 12CPEP IE (N)=151.4 " SSMH + �$ RIM=160.36 U E (E & N)=148. 11 NEW IE (SW)=148.8 UNDER CONSTRUCTION AT .' -CE TYPE II II�IIIIIIIIIIIIIIIIIIII,IIIIIIII� I►►,��'��I,�, MAIN EN I I I11 lilllllillllll` Il lllllljl iiljlll fir, •\ '' 1 :5 �r GA AGE / - - ':I' : FFE 153.0 Lu LLJ 100, Q MAIN ENTRY o I FFE 176.5 / I o 1. 1178 _ O /X0Z �2 AGE W 1 + 1 " - ��� ^co -^tom-gyp- 1\ 14 , 0 MAIN ENTRY 1186� / I HE 185.5 / 176188 LqT cl- �65. I ../o U171J / _ - - - I I-192 - -- I P El 410.190, ) _ - _ �0_00'__ * CUT ALL S�ELP / Wv w w w El w 3 w ME dW H 3 o - I * CUT WALL x ---------- SOP 182 w * CUT WALL BOT 176 TOP 180 BOT 176 I I I I I I I I I SSMH RIM=162.31 E (S & NE)=154. 23 -ikTBM=60D SPIKE IN POWER POLE V_�'ELEV=185.20 NOTE. EX. UTILITIES ARE APPROXIMATE ONLY. CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. WALL* 1 "=mnaHOMWAU Win99,20' + CITY OF DATUM RENTON ONE 1NC1 ELEV-185.20 AT MLL saLE Planning/Building/Public Works Dept. IF NDT ONE WCH SCALE ACCORDN MY BLOCK 4 CB TYPE I W/SOLID LID RIM=183.91 IE (S)=179, 4 IE (N)=179.2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS D� O DEVELOPMENT ENGINEERING vU jchavez 07/20/2020 a O KP BEWELOPM N7 SHOR7 FILA7 6/2020 1926 26 HE � o h �� PAM, " BOOK � MEN -ram, wk N PAGE DRNMM 0 ffiz ffi PLAN SHWC 4 a 4 22 �2 SCALE: 1"-20' N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. CONDITION OF � APPROVAL: 10+71.01, 14.14 LT 35LF-12� SD INSTALL NON SKID OUTFALL#2 TO 0 15.71 % 20 10 0 20 40 LOCKING LID TO PREVENT EX. DITCH: ELEV=132.0 AN ENERGY DISSIPATOR 34LF-12 SD 8.82% (PUBLIC) LEAVES/DEBRIS FROM (PUBLIC) STORMWATER VAULT. (PRIVATE) - CLOGGING CATCH BASIN. ROCK PAD WILL BE PROVIDED 6.5LF-12"SD (PUBLIC) SEE ST PLAN FOR ER VAULT PLAN F CONN TO � 10+13.29, 7.16'L\ 10+57.04, 15.22'LT ; 2° (�✓�T) EX CB DESIGN DATA CB#OFF-2, TYPE 1 \ CB#OFF-1, TYPE CU VER T �-� i / I-'� l __ 11 +58.58, 35.59 LT - RIM 124.80 2-54" TYPE I RIM=138.81 CB#3, TYPE h10(���LIC) / 40.20 IE 122.30 RIM 129.20 I E - R M=136. 80 RIM 7.50 180' _ _ (PUBLIC) IE 124.20 IF ( )=130 2 1 E 135.0 E=135.5 IE 137.50 / - (PRIVATE) REMOVE SD �� 57LF-12"SD 9 S TEE 0 2.63% / _ _ -- / EXST & 10+00.39, 0.37 RT / J I r / / // j / / / / / - - _ - - - - (PUBLIC) FINISHED GRADE PERMEABLE SITE / / � � � � �� SOILS / //) � I 1 �1 l �� O�% %�� --� - /- E 8T1� T - - - - OUTFALL# 1 TO /./�' IT H c / / / / / I , % I % 42LF-12 SEA - / 11 +57.25, 21.51 / / I6.33% - = o _ VAU T SDMH#2, TYPE II 48 (PRIVATE ELEV=121,�/ / /�/ / / / (PUBLIC} \ IE OUT SOLID LOCKING LID / �AA�US / / /12"S� W/ 4 X6 / t /bv�kkL / // / /1J 3 - --15+15.56 FILTER FABRIC PAD (1'/ pFTH�! // / / % /^� '�' i1r67% _ oQ\O OQO O RIM 144.9 Q ALONG TOP OF r TRENCH START/ 5MART�D�TgH' ,LI,N[N/G/ (PUBLIC) � - - - IE 136.0 _ // o �OO�H 8 MIL PLASTIC // / /// / / /// / ///// /// /� �� . o LINER ON / / //////// // / / / // �/ / /// �\ AUL'T - -- -- �_ --- - / 0 o R Z DOWNHILL SIDE OF / / / / / / / / /9/+ / / / / < \ 0 i� NiIAINT�NaCE JJJJJJJJJ l // / i JJJJJJJJJJJ���J��� TRENCH / / / / / / / / / / ACCESS ROAD JJJJJJJJJJJJJJJJJ T +OO / / / / �� _JJJ JJJ.JJJJJJJJJJ GRASSC 1/2"-1 3/4" " //// / / / / / //l l l l/ / / l l/l /� //// j'c - JJJJJJJJJJJJJJJdJJJ zt�s � 4 PERFORATED , / / / / / / / / / / / 25LF WOOD VA PRIV DRAIN ROCK / / / �' PIPE IN MIDDLE/�/ / / / / / / / / / / / / / / / / ' o / �/ // //� / FENCE. CENTER � ,IE IN TOP OF RESTRICTIVE / / / / / / / > / / �// �/ / / I OF TRENCH // / / / / / / / / / / / / / C� /� / ABOUT VAULT � - � r124.4 -- LAYER PER GEOTECHNICAL / / / / / / / � , � / // � ENGINEER12-9 �/// //h�j / ///// INTERCEPTOR TREN / // I L / , / , / / / / / / / / / / �� � / 5 72LF-12"SDI _ C// / T%� /// // '� / // I - - - - - 12 _ _ _®1.2_4% 12 / 0 19.17%(FRIVi4T NTS / / ® 42 / 0� / / / / / �// �/ / ///// /// / / ®� o (PRIVATE 71 PRIVATE. - ////(PRIVATE) I 0+78.38, 25.15' RT ' r / OL 83LF-12"S -CB#5, TYPE 1 (PRIVATE 0 1.20% -� 5+12.4 78.9'LT // / / ' / / / / / / / ��. I _ W/ STEEL SLEEVE RIM 142.00 / / oQ0 / Qi(PRIVATE - IE 138.13 -0T 4 ��/ � � � / �i/ / /// / 11 - Q CONDITION OF ///C/ / ///// j/ �� I It / / / / �/ //l / / / l / l �� 1 // // / L0/T 5 i ' " /� / / _ 11 +30.31 21.27 RT / . ,. / / / / DMH 1 TYPE II 48 / �..,. ;:..'; .':..'I ':..'; QT APPROVAL: / / / / / / / / / / / / / / / / / l l I I / / 0 ' .. �/ / / / / / / / / , I INSTALL LOCKING NON / / / / / / / / / ' �5+16, 26.9 RT (PRIVATE o / / / / / // C SKID LID TO PREVENT / / / / / / / / ��� / / / / / / / / / / I P OLID LOCKING LID LEAVES/DEBRIS FROM IM 135.8 // CLOGGING CATCH BASIN. - - - - - / , C #f7,/'TYPE Q PRIVATE) // - -4. - - - - PTlu ME/ RIVATE g ( %� +00 8#4, TYPE 1 (PRIVATE) k /,i4+43.95, C/L RIM 153.8 / I IE 149.8 W / /j / PUBLIC/ / / // ///�// / /' // I, I // / / / / / f. I �: .1 .: / r ul)�i / / / OfF- rTYP /1 00 CB TYPE I RIM=140.22 W I IE (S)=135. 7 IE (N)=135.6 ■ W CB TYPE I W _ /RIM=154.99 1 E (S) =151.6 - 00 1 E (E) =151. 5 IE (N)=151.4 12 CPEP SSMH -�-'/ RIM-160.36 U Et (E & N)=148.11 NEW IE (SW)=148.8 - a UNDER CONSTRUCTION AT TIME OF SURVEY 12 CPEf) \�z PR SDMH RIM=161. 12 - ! � � � - � (VERIFY) NEW IE=157.1 CB T YPE I d, I W/SOLID LID P ❑ RIM=166. 77 IE (S)=162.3 IE (N)=162.2 SDMH#LINCOLN-1 (PUBLIC) M PRIVATE �. -� - f 0 j _ w // / / / / / / /Lu / I SDMH 6, TYPE II 48 /, / // // ,1 /IFS $6.2 / / /� - --- SOLID LOCKING LID- / (PUBLIC) / / �/ �/ �/ / / I I 0 D 10+77.7, Lu iC / RIM 150.1) I / / --- - z TO CB#OFF-3, P L / �'� / r / / / / - - IE 139 1 /- / � � / / SEE OFFSITE T U i �/ // /DRAINAGE, / ////// / //� C I 2 I/ // / _ - I / I // �61T / I- / / / /")EET /C; 7, / / I/ l / / I I / I / / y� Q /// / // /// / / /� / ////' / / / a � /� / / I // /� / // I �'�/ / I // / / \- • X LqT �c� / / / / / I / I � I d U - N88 / / / _`-- - / / / / GARAGE / / �_ / I I 410.190 I I ❑ (PRIVATE) I I I l �EL P ONNET PR F ,PIPE 1 � f PI / 0_00 FRENCH DRAIN / _TO WALL DRA� I w W W W W wv WALL DRAIN 0 (SEE DETAILS) ❑ 0 Wes- / MB DISCHARGE TO _! CONNECT PERF PIPE + " / `dWH �3 0 - --- ED. REBAR 125LF-12 SD - _GB OFF 1 FRENCH DRAIN "' / x -- # � I W P.L.S. 9470 5% � / w (PRIVATE/ CUTOFF TO ONSITE 0.4' SOUTH OF LINE (PRIVATE) o 0 0 STORM SURFACE RUNOFF FROM CARPENTER CB TYPE 1 2 - / 1 z CID MPLCMAN 9S ! '' /SSHINSTON SODEN OF EDJ� N0, S VOL, 10) 0 "oRT/POI�,T w/so�ID LID , RIM=195.93 ,.,., IE (S)=191.3 0L 0C1'\ 5 IE (N)=191.2 N Lu Il i l i i I CL 'u, ..__ ,Y�h FffwEFrEywff 3E0 sur rEv srxr= Vourx: Nm '° Em3ynmElERfl�]C , LPL C C 1 "=20' MRZONrK NO IW3/190 • CITY OF STL RENTON � CIVIL ENGINEERING -PROJECT MGT - ADV. HYDRAULICS MAW DATUM . s5 w�' JJK its' 11627 SE 58TH STREET PH (206) 501-5708 ONE I"°" ELEV=185.20 ZONAL �� STL "T rO Planning/Building/Public Works Dept. BELLEVUE, WA 98006 � NOr a� INa� EMAIL: PELLCENGR®GMAIL.COM NO. REVISION BY DATE APPR SCAE "CCORDNJOLY 24LF-12"SD TYPE II 48" 0 13.75% 5+14.1, 3.2'RT (PUBLIC) SOLID LOCKING LID RIM 161.7 IE OUT 158.7 RIM- ; CB#LINCOLN-1, TYPE 1 (PUBLIC) 5+01.1, GUTTER RIM 164.5 IE OUT 162.0 TBM=60D SP/KL lby ruv°✓tP POLE ELEV=185.20 SD NOTES: * COVER > 1' < 2' USE DI * COVER > 2' USE PVC * ALL STORM TO BE CCTV I CB TYPE I W/SOLID LID RIM=183.91 IE (S)=179.4 1E (N)=179.2 ONSITE LID BMP 10% IMPERVIOUS LOT COVERAGE REDUCTION TYP. ZONING ALLOWABLE LOT IMPERV. ACTUAL LOT IMPERV. LOT LOT AREA (SQ-FT) 1 65% IMPERV. I W/10%REDUCTION I 1 5,000.0 3,250.0 2,925.0 2 5,005.0 3,253.3 2,927.9 3 5,000.0 3,250.0 2,925.0 4 5,073.0 3,297.5 2,967.7 5 5,609.0 3,645.9 3,281.3 6 6,153.0 3,999.5 3,599.5 7 5,089.0 3,307.9 2,977.1 8 6,522.0 4,239.3 3,815.4 2,335.0 2,362.0 2,336.0 2,387.0 2,388.0 2,340.0 2,233.0 2,342.0 Qe Qe O EX. UTILITIES ARE APPROXIMATE ONLY. Q CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE a CONSTRUCTION BEGINS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING ., SURFACE WATER UTILITY jchavez 07/20/2020 W1 jfarah 07/20/2020 a KP DEVELOPMENT SHORT FLAT 7/2020 � 1625 25 HE � o h �� I,�`°B°°". BOOK � G�3ENTON, WA PAGE � 0 D3 NAGE PLAN SHWC 5 a 5 22 �2 Jam/ --ALL. I T JV!-ILL. I I V O 2 2 0 4 8 10 5 0 10 20 24"0 ACCESS RISER 24"0 ACCESS RISER W/ SOLID LOCKING LID 24"0 ACCESS RISER W/ SOLID LOCKING LID o W/ SOLID LOCKING LID (SOUTH WALL) (NORTH ) WALL o (NORTH WALL) BOT LID ELEV=134.5 o BOT LID ELEV=134.5 0 I I 0 0 �•-- - o o o OVERFLOW ELEV=133.3 = OVERFLOW ELEV= 33.3 0 8' 6' 6' SUPPORT WALL o e 36' 12.5' CONCR. BAFFLE WALL 8' o (WITH FLOW o 12"IE IN CELL 2 o BOT OF LIVE/ # `--= PASS TH U) OT OF LIVE/ BOP o NORTH o TOP OF DEAD �__� ELEV 123,3 TO OF POOL EL V=124.3 o WALL o POOL ELEV=124.3 =__= ELEV 121. CELL#1 o o POLYPROPYLENE STEPS =--' CELL# o TYP- ALL ACCESSES �__, 0 I I O o c 121.8 121.8 N 121.8 12"IE IN o 121.8 0 -- 120.8 120.8 120.8 120.8 SOUTH 120.8WAL L o o � 120.8120.8 I:. I-.777777-77 FINISHED GRADE (SEE STORM/GRADING PLAN SHEETS) VAULT SECTION W 121.25 _ \'J121.25 SUPPORT WALL CATIONS 11+00 SEE STRUCTURAL PLAN,S 1 k.25 T20 5-- -- 120.8 - VAULT BOTTOM SLAB GRADING SCALE: 1"=10' IDNAL J PREFERRED n LLC CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NTS m VAULT SECTION NTS �g A ACCESS RISER SUPPO W/ $OLID COVER 12" VENT WALLS 0 + SOLID COVER /`� 0 ACCES SER W/ SOLID R--\ 40 T 29' 3' v) 36' t-� 1 1 +00 48' - 38TH CA _ 3'WIDE(MIN 04 EN - : I M A YS ACCESS RISER i i FROM F W/ SOLID COVER 5'x12' TO CEiLIN r-Q 2' 12" VENT 4i GRATE SOLID COVER - 0 12'-' VENT . . SOLID co CO O v / SCALE: 1"=10' amvrm EC 1 "=20' GESKIM STIL cmvft JJK ONE OM CHECK SLL � AT FUSCALE For ONE 91a1 AFPR011� NO. REVISION BY DATE APPR 9CME ACCORDNOLY STL vorncu: mys ion HOWMAL• MO 190 991 t 24"0 ACCESS RISER 12"0 VENT --- W/ SOLID LOCKING LID SOLID COVER (NORTH WALL) (SOUTH WALL) OVERFLOW ELEV=133.3 22.0' CELL#2 CELL#2 - POLYPROPYLENE STEPS TYP- ALL ACCESSES TOP OF PERMANENT POOL ELEV=124.3 17 121.8 121.25 N 121.8 120.3 3'x5' SUMP VAULT SECTION NTS ULT NOTES: 1. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST HAVE ALUMINIZED COATING. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. 2.PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. SEE STRUCTURAL PLANS FOR STRUCTURAL DETAILS. VERIFY VAULT OPENING LOCATIONS. 3. INSTALL WEEPS WITH BACKFLOW PREVENTORS & CONN TO VAULT FOOTING DRAIN SYSTEM. SPACE WEEPS AS 4. RECOMMENDED BY STRUCTURAL ENGINEER. VAULT PERMIT NOTE: 1 • VAULT WILL REQUIRE SEPARATE BUILDING PERMIT. TOP OF RISER _ OVERFLOW=133.3 0.60" ORIFICE 3 FLOW CONTROL ORIFICE: 0.99" ORIFICE 2 _ o A REMOVABLE SCREEN IS 00 a; REQUIRED WHEN THE - BOTTOM ORIFICE SIZE IS c 1" OR LESS. THE 18' SCREEN SHALL BE MADE FROM STAINLESS STEEL MESH, 8" DEPTH, AND TO CB 12" OUT ATTACHED WITH A - MINIMUM OF 3 STAINLESS IE=124.3 N STEEL SCREWS. THE 121.8 SIZE OF THE MESH 0.63"0 ORIFICE N OPENINGS MUST BE LESS 120.3 5' THAN THE ORIFICE DIAMETER (0.25 IN MESH TYPICALLY). 3'x5' SUMP FLOW RESTRICTOR a C 0 �V[ C C C 0 a C C C C C C 0 C IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEC C 7L =DEVELOPMENT ENGINEERING ` 7 � 07/20/2020 DAM C CITY OF KIP 101EW1EL0pMC�H7 SHOR7 pLQ7 6/2020 RENTON � nn���j� ��jj° ����/7 �� FmmPAGE f�L • Ul1�IJVmmI VVQ D IMIO,,,� Planning/Building/Public Works Dept. YAUL7 C-6 p�Q�l 9FEET. s OF 22 �� 0 0 0 SCALE: 1 "=20' n I20 10 0 20 40 FROM CB#OFF�2; f / / SEE SHEET G--�5- / CONDITION OF / / // // APPROVAL: INSTALL LOCKING NON / / / /// / / o o/ SKID LID TO PREVENT LEAVES/DEBRIS FROMSO CLOGGING CATCH BAST! ////(,`B FL TYPE/ RI�// / CONDITION OF M�5 / / / /APPROVAL: NO �// TRENCHING SHAL BE / / PERFORMED O/K TREED &OP NCHI L BE % % // �/ / / // LIMITE O THE EXISTING GRAY L TRAIL AND O�j DITC . /9 IIIII � C i 1/ l,�l/ l i LI I l i 1 1 11 IIIIIII /� /l/ 1/l 101 ,III I I I l Il I II I I 111 III II I I I I I I I I I I II I I I I I � IIIII I _� I I �I I I I I l 0 11 Illjjl I �Cl/1�j11�1�1 I j I I j N I I I I IIIII III I I I � I I I I I III � IIII II I II I I I I I I I IIIII III \ OUTFALL#2 TO EX. DITCH: \\ELEV= EX FL l l W/ 4'X6' QUARRY SPALL I 1 , \ \ PAD (12" DEPTH), �\\(LINE REMAINING DITCH DOWNHILL OF ROCK PAD) III 0 II \ \ \ \ \ \ \ \ \ \ \ OFFSITE DRAINAGE SCALE: 1 "=20' IT � 4 OF WASH f .� LG 'ONAL N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. 0 _ \ CB TYPE I " 0 RIM=140, 22 - _ L I IE (S)=135.7 BLOC 3 �I - 0 I IE (N)=135.6 a 12" CONC. ■ 1�e SEE SHEET C-5 FOR UL VER T CB TYPE I RI TYPE I HOUSE - UPDATED ALIGNMENT E E= 1 34. 8 RIM 135. 5 1 / O ( )- RIM=136.80 IE=135.5 � / IE (W)=132IE=135.0-- -_ 9" STEEL 7r, /- viH T 8TI O -- -�oO�oO_ Oo0 0 0 Q _ u- CB TYPE I / /�E SF T C-5 _ _ LLJ / _ _ L RIM=154.99 1E (E) =151. 6 /////g+ / / L BOO / /�/ / i "J JJ JJJJJJJJJJJJJJJ JJJJJJJ IE (N)=151.4 i JJJJJ JJJJJJJJJJJJJJJ_11; 12 CPEP O / / / / / // / / / / / / / / / / ?- / 7 JJJ JJJJJJJJJJJJJJ,� Lr)j �/ /l /l /l / / /// /l /l/l� / / / / / �l / //� j"JJJJJJJ�JJ 1dJJJ - + 2.$ I SSMH U / / / / / / / / / / / / / �� �/ ���/� / -�� RIM=160. 36 II E & N 148.11 00 Lu sw C� ( ) W NEW IE -148.8 S SbrTiC�� // //// ��� //i/// ' // �_ -: / lr A a UNDER CONSTRUCTION AT /// // //// /// / / / -- / 2/39. 1' i - _ o w �/ / / /� / / i/ / // / // / /�� / s� ME OF SURVEY O ,� � 4 ....... CB TYPE I � / / / / I IE 14 .0 IE � C. / a w / // / // / ��// / / - _ - -- --- '/ -- {E .0_ / �- RIM=161.12 Q Z IE=157.0 1 j _- co318=L�F -'RD#5- CO#5o+ _ CB TYPEU IE 144.0 IE 143.0 D 4 r10LF-6 W/SOLID LID 144.7 _ Q �� lw 10LF-6# _ CO#4-1 IE 1-50. Qa° ° IE 1 .5 �. I IE 144.0 // - - RD 1 �� 1 ❑ P ° RIM=166. 77 LOT 4 '� --� RD I I 1E (S)=162.3 L� L� 00. 00 - -4E 151. \ I1,/ 161' � I - /� I / I LOT 5 M RD#4-4 �� / / / QT 1 - '- _ 1E (N)=162.2 -I RD#5-5 c� a of IE 149.0 - ��/////148.0 �� RD 4-5 I: i D 0 .D#1-2 RD#1-3 IE 1500. / �1520IE 169.2 Qe 7. _ �� W I SSMH D#5-3 RIM=162.31 O 1 145.IE S E N =15 4.2 3 0 � � -'H5.� \ �� /� �/ //I / . 19 ( ��-- 37LF-4" / / - / 10+00 / - I TBM=60D SPIKE IN POWER POLE o 1 1 +00 / i/�//„ ,;� / I I ELEV=185.2 0 a 57 •� R 2-1 /41E 9- / I 0 / RD 1 // /��� G RD#2-1 / Il BLOCK �d 1 i IIIE151.04 / 13LF 6 'IEZ / 134F-6I/� 41LF-4" _ 13LF 1 D - - - _ CB TYPE I LL u-/ �/ / �� ; 37LF-4 / I W SOLID LID 00LL / / I / d. / L 7 // 1 / I /IEOT /-\ RIM=183, 91 / I IE 168.5U) J'RDJ7IE(S)=179.4 RD#3-2 RD#3 I _ - 1E (N) =1 79.2 IE 169.0 IE /18-1 :.�. : � LOT -y I W / I---- 8-4 cl- IE 158.0 I /) RD-4 / RD#6-3 / f:... . 160.0 / . �:: .' RD 3- I 00 / I _ IE 163.0 I �:t # / / 0 i w� IE 152.0------- -_ __ __ _ - - - - - - -� / :�:'p' IE 1870 1 41/ -4 eqk o I / / / / 1 N88°34' 1 "WP ° ❑ I 410.190' 1 I / DEL° --0.00'-- _ I I / P° NOTE: W - W W �- / Wv 3:: MB I EX. UTILITIES ARE APPROXIMATE ONLY. Q �IFDREBAR+ / VVIH X/3 _o �- --- I CALL 811 BEFORE DIGGING & POTHOLE / M X CONSTOWN RUCTION BEGINS. UTILITIES BEFORE WIP. L. S. ,�9470 ❑ w a 0, 4' SOUTH OF LINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 / C , 0. ,I-�I fL"L I 'v n I�,/ V A J I I I I V �7 I O V �7 A B LS' te n' �0 E V I V 0. C VOL, L, � DEVELOPMENT ENGINEERING v� jchavez 07/20/2020 " a I PREFERRED G�3G3C D sur reo srxF Wa rx w►w 0A7E` CITY OF KP DD EVELOO PMENT SHORT FLAT 6/2020 � EC "- HORaaHra.: W Ioe3 �oo� OK CIVIL ENGINEERING -PROJECT MGT -ADV. HYDRAULICS °' JJK ONE i DATUM RENTON G�3ENTON, W o rs NP AGE � 11627 SE 58TH STREET PH (206) 501-5708 MEMO) AT � � NM ELEV-185.20 Planning/Building/Public Works Dept. u u [r 1 C - 7 BELLEVUE, WA 98006 �r r�i° ODF9 L079 o OI�I UTE DRMNAU PLAN � � a EMAIL: PELLCENGR®GMAIL.COM NO. REVISION BY DATE APPR sTL 1 7 22 �2 00 � 00 n O I � N N I � 0- ry „, N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. - SCALE. 1_20 SSMH#1-54" 6+18.7, 4.31T 20 10 0 20 4o SEE SHEET C-5 FOR UPDATED RIM 141.73 8"IE (IN) 135.77 ALIGNMENT 8"IE (OUT) 135.57 BLOCK J SSMH#3 EX 8" IE(IN) 135.77 RIM 143.8 (POTHOLE EXISTING SS 12" CONC. 8"IE (IN) �37�57 IN/OUT ELEV REQ'D CB CB TYPE I TYPE I -CULVERT 8"IE (OUT)13.37 PRIOR TO CONSTR.) IE (E)=134. 8 IE (W)=132.2 RIM=136.80 RI RIMM= IE=135.0 138.81 .5 �, SSMH#2 RIM 154:53 / 9" STEEL 8"IE (OUT) 1 .21/ / AID 3 8TR %- / / / Q)/// 1 I I I I - - - _ 2 11 +63.80, 5.50 RT 1-8" 90' BEND (MJ) �Zl-THRUST BIL9 QK Uc rl _j A -i_�����55��_ JJJJJJJ-mad _ 1 1 +00 �0/ l / / / / / / / / l l l / / / / / A i o / // i - ������� Is 6' 6.5 co - AL L I �� //// L 3SCO r OTS / SSIHS RIM/ 145. 871E(0U 140.(b / C •� - - 10+ 10.73, 6.50 R 5 0 2. 1-8" END CAP MJ / / 1 ERt W . SV, �. 6"S 6/ 1-2 BO ASSEMBLY / / O/ CR� 5 .� :.I�;. 1-THRUST BLOCK / (STD PLAN 340.2, SHEET C-20) 0 Z / / �/ INSTALL 1-8"x8" VERT. CROSS / I / / 9/� I FOR REMOVAL OF CLEANING POLYPIG (SEE STD PLAN NO. // 152LF-8 DI 300.E �� / Ss SvcMPED i NQ L T 2 , / , �-u I / / / 00' ^ �I / i / / N88°34' 1 "W I \ l l GARAGE ❑ I 1 w- w w ED, REBAR CA 0 �7 0o CB TYPE I w I RIM=140.22 S, L I IE (S)=135.7 IE (N)=135.6 i!v < 41 i VF GO il Z Ji � O I 0 CB TYPE I L � I RIM=154.99 IE (S)=151.6 00 IE (E)-151.5 - 1E (N)=151.4 CROSSING TABLE CROSSING # STREET STA. SS WA SD © 5+98.8 TP 136.55 IE 140.2 ® 5+78.4 TP 136.67 IE 144.2 ® 11+57.7 IE 137.33 TP 136.19 5+15.8 IE 137.83 TP 132.32 © 4+81.4 6"TP 139.16 IE 143.01 60 4+27.7 6"TP 143.09 IE 148.21 4+22.5 TP 143.7 IE 151.9 8D 3+82.2 6"TP 155.78 IE 157.87 ® 3+81.8 6"TP 156.02 IE 158.20 ® 11+20.1 6"TP 139.98 IE 150.30 ® 10+77.7 IE 139.56 TP 138.55 ® 10+39.1 6"TP 140.8 IE 142.3 © 4+81.4 6"TP 139.03 IE 141.99 ® 4+27.7 6"TP 142.44 IE 149.7 0 10+39.1 6"IE 140.03 TP 138.91 NOTES: TP= TOP OF PIPE, IE=INVERT ELEV. 12" CPEP SSMH + �$ RIM -160. 36 Pt (E & N)=148.11 NEW IE (SW)=148.8 y rL"" l' ' / / %� a UNDER CONSTRUCTION AT 2/39. 1' �� - TIME OF SURVEY 12 0-L B TYPE I RIM=161.12 - _ I E=15 7 - -- _ 1 SEE RENTON + CB TYPE I STD DET 300.3, SHEET / �- c 6 s sC 5+0�8.0�4, 6.50 RT - W SOLID LID C-19 I 12+70.54, 5.50'RT / �fl 1 8 x6 TEE (MJxFL) I / r ❑ P RIM =16 6. 77 " CONNECT TO EX 12 WA - 1-6" GV (FLxMJ) / _ ��� _ - I 1 E (S)=162.3 1-12"x8"TEE (FL) •. 1-THRUST BLOCK • t i - _ IE (N)=162.2 1-8"GV (FLxMJ) f ,.... .. 1- N P11... D 5'x5' " 1-12 GV (FLxMJ) • 4� WATR METER / / y - _ - 1-12 ADAPTER FLxMJ " ( ) ' IN 5'x5' EASEMENT - r 1-12 SLEEVE (TYP, ALLY v 1-12"SPOOL (5'f) ...-::....:..� _ � i w W I SSMH 1-THRUST BLOCK / ------_=_� �'� i W\ RIM=162.31 (CUT -IN BY CITY FORCES) U (S & NE)=15 s 4'-`-- -7'_� > 1 .0 , - - Q W l-R71F 138.63/ // - _ TBM=60D SPIKE IN POWER POLE \ I � I ELEV=185.20 6 SS,/ SVC I 1 w - 0z=2� BLOCK y -8 x8"TEE (FL) WM w -8 GV (FLxMJ)-THRUST BLOCK + CB TYPE I b W/SOLID LID RIM=183.91 "SS ISVC I - _ _ IE (S)=179.4 W S..' I 2.�% / I. I E (N) =179. / / SS CLEANOUT TABLE SSCO FEET D.S. SSCO# RIM ELEV OF MH 6" SSCO I.E. 1❑ 149.1 45.90 139.39 160.0 45.34 143.67 ❑3 166.0 0.0 158.28 ® 152.9 72.37 139.48 ❑5 148.0 7.63 140.13 A 154.8 85.95 139.62 ❑7 146.3 4.78 140.42 Qe Qe 0 T LqLlLj I SEWER NOTE: �• : ' : ; : ' ; ' EX. 1" WATER METER * LOTS 1, 2, 3 6" SS SEWER :•. •:... '..I' : I I --� -- TO BE REMOVED AND SERV LINES UNDER WALLS SHALL EX SERVICE LINE TO BE SLEEVED WITH 12" STEEL BE CUT AND CAPPED PIPE. AT MAIN (BY CITY * ALL SSMH TO BE 48" UNLESS FORCES) OTHERWISE NOTED. ALL C.O.s OUTSIDE OF PAVED AREAS TO BE SET WITH 2'x2'x12" CONC. CLASS 3000 PSI CONCR. SLAB (COR DTL 403.1) • P * 8" SS MAIN =PVC C900 po'- EX DUCTILE 41 -AP - OXIMATELY ATER MA IRON EL - -- P * 6 SS SERV LINE = PVC D3034 IN W-39o8 w (W� WATER NOTE: w�- V,;--� � ME I * ALL WATER SERVICE LINES YWH )6 SHALL BE 1" TYPE K COPPER 4 3+68.97, 6.50 RT (TYP, EACH LOT) _ I VVI P. L. S. 9470 LLJ ALL DI TO BE CL 52 W/ / �/ -8 GV (MJxMJ) o , 0.4' SOUTH OF LINE o � �/ i 6 3+18 00 6 50'RT INSTALL 14 o E POLYETHYLENE ENCASEMENT DIA. S EL c c c c SEE STD PLAN N0. CASING EXTENDING 5' / � 12 1 � 9 I /� / n I T I n C / B �L L n! LAKE Wq SH I V C I O I V O `1 6 0 8N 01 BO B� 6300.3 PAST EITHER SIDE OF � THE RETAINING WALLS 3 _ - v - IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CUT -IN TEE TO EX WA 3+26.00, 6.50'RT (CITY FORCES TO B L 0 CK INSTALL 1-8"x8" VERT. INSTALL CUT -IN) X (SEE STD PLAN 300.7) ''''14- �- it (N)=191.2 N CB TYPE I WASTEWATER UTILITY ` DEVELOPMENT ENGINEERING Chavez 07/30/2020 CROSS FOR REMOVAL 1-8"x8" TEE (FL) OF CLEANING POLYPI 2-8" GV (FLxMJ) (SEE STD PLAN 1-8" SPOOL NO.300.3) 1-8" SLEEVE (MJ) ��WAI,. 1-THRUST BLOCK JO PREFERRED ENSYnN]EER9NC 9 LPL C 35 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS CIS G� 11627 SE 58TH STREET PH (206) 501-5708 ZONAL BELLEVUE, WA 98006 EMAIL: PELLCENGR®GMAIL.COM RIM=195.95 Ann Fowler 07/28/2020 IE=192.6 � I WATER UTILITY � iv= 9i.27 1 I ME M.Mitchell07/28/2020 a SCAMd►W-: O 1 "=20' HORaaHrAL: NAo ,NS3 ,oN, CITY OF KP DEVELOPMENT PMENT SHORT PLAT 6/2020 � 1 �6 HE RENTON �°�h �PAGE � DATUM G3ENTON, WA WMNG NM� owiHa, ELEV-185.20 0 W Ma, Planning/Building/Public Works Dept. ����� o �Q��� p�Q� C-8 CALa SE ACCORONMY sHEEr OF 8 22 W-408901 M M SCALE: 1 "=20' CD O 1 1 20 10 O 20 40 r- - r-, N N I 1 WATER FITTINGS Q 5+31.51, 6.50'RT 1-8" 90' BEND (MJ) 1-THRUST BLOCK Q 4+22.50, 6.50'RT & 11 +63.8 6.5' RT 1-8"x8"TEE (FL) 3-8"GV (FLxMJ) 1-THRUST BLOCK 4Q3+68.97, 6.50'RT 1-8" GV (MJ) 1-THRUST BLOCK Q5 10+10.73, 6.50'RT 1-8" END CAP (MJ) 1-2" BO ASSEMBLY 1-THRUST BLOCK © 3+ 18.0, 6.50 RT 1-8"x8" VERT. CROSS FOR REMOVAL OF POLYPIG CUT -IN TEE TO EX. WA. (CITY FORCES TO INSTALL CUT -IN) 1-8"x8" TEE (FL) 2-8" GV (FLxMJ) 1-8" SPOOL 1-8" SLEEVE (MJ) 1-THRUST BLOCK N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. 170 165 0000 M / + + co O 160 N N to � O O 155 000 �M 0000 ++ EX C/L G 0 o QI¢ 150 + r o o '-' �o ado 00 O -r 11+31. + 151. t3 o EFLECTI N T 145 J 8"DI-121 LF 8 DI-26 LF / �0 J 0 10.04% 05.31 140 PVC-CsI00 0S=1. SSM 5 10+1 .73 SHA LOW SSMH SSMH 4 135 13 .31 PER TD PLAN 400.2 RIM 155.0 4.01 8"IE (OUT) 138.63 RIM 4582 RIM . 8"IE( UT) 140.0 8"IE (IN) 138.83 8"IE (IN) 138.83 130 00 N cD N N 0)0 N 0)M N m N 00 0') 0 0')CO N O 0' 0 � N I- O O N t .4 � �� (D 00 r� LO O r� LO N 0 LO CD LO rLn 10+00 10+20 10+40 10+60 10+80 1 1 +00 1 1 +20 1 1 +40 JOINT USE DWY - WEST TO EAST - PROFILE SCALE: HOR- 1 "=20' VERT- 1"= 5' TINGE WAS J PREFERRED n j f 35 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS GIs SIONAL� 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NO. REVISION 70 65 60 WA BOT 152.6 TOP SS 141.5 55 ® 0 11 +63.8 50 11+57.05 152.79 45 -FROM SSMH#6 PTO SSMH#3 40 35 30 0000 loco LO 00 r to + tZ M O Q ~ O 0 180 v�- Nc6o ir Qom 175 170 00 cV + 14" DIA. STE L C ING FROM ST 3+29. 0 v~i TO ST 3+47.50 N 0) 165 M 3+18.00 167.84 N 8"bl-51 LF� 0-15.14% 0 J SOT -WA 158.21 TOP SS SERV 155.6 8"DI-54 /0-15.23% 160 3+68.97® 160.13 LOT 3 155 6" SS SVC I SSMH 6 150 3+82.44 RIM 163.0 6"IE (IN) 15 .2 8"IE (OUT) 55.0 145-- + 4+22.5C3 151.98 140 135 130 FROM SSMH#5 SSM 44 4+35.50 RIM 155.0 8"IE (IN) 1 3"DI-69 LF 0-15.22% 0S=1 0 co P 11 VERT Br86 r 4+91 141 42 8"DI-20 I LF_/ 5+11.80J 0 -4. 3% 140.48 DEFLEC ON PT 8"DI 20 LF 0 -0.73% O N co ( O co O co co Ln 0O Ln ro Ln N 't Ln� rN O 00 00 CD r- 6 �� O O 00 r 4 00 O Ln 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 JOINT USE DWY - SOUTH TO NORTH - PROFILE SCALE: HOR- 1 "=20' VERT- 1 "= 5' SCALE 1 "=20' "°"L" °°93 °°, CITY OF DATUM RENTON AT FULL SCALE Planning/Building/Public Works Dept. F NOT ONE 14CH SCALE ACCORDNMY = 175 170 165 160 155 150 145 140 -TO SSMH#2 SSMH#3 W/ SHALLOW SSMH PER COR STD 135 PLAN 400.2 5+41.51 RIM 143.8 8"IE (IN) 137.57 5+31.%11E (OUT) 137.37 140.33 NOTE: EX. UTILITIES ARE APPROXIMATE ONLY. Q CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE a CONSTRUCTION BEGINS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O TEWATER UTILITY EAnn Fowler 07/28/2020 :01 DEVELOPMENT ENGINEERING jchavez 07/30/2020 1 f� C� WATER UTILITY M.Mitchell 07/28/2020 a O Gip DD EWELOPME T SHORT PLEAT �� 7/2020 � � FELmm* BOOK 1625 25 ME 3 o phi REHTDM9 WA AGE OND � ft C - 9 SEWER o WATER FRORLES � JUNT USE onffEWAVS a 9 22 W-408902 IN 7wT W-408903 w J w ❑ Z U g v N.E. 1 /4, SEC. 32 TWP. 24N ., RGE. 5E., W.M. FACE OF GUARDRAIL - FACE OF GUARDRAIL 1 FACE OF GUARDRAIL NOTES IN 1. When required by the Contract a Snow Load Post Washer SCALE: 1 "=20' shall be used on the backside of the post (in lieu of the 1 3(4" _ w Post Bolt Washer) and a Snow Load Rail Washer shall be T R placed on the face side of Beam Guardrail Types 1 and 2. > N Snow Load Rail Washers shall not be Installed on terminals. N N PRE -DRILLED HOLES 20 10 0 20 40 FOR FUTURE GUARD- 2. Rail Washers, also called "Snow Load Rail Washers" are not / L L U/\ ( L _ � . RAIL RAISING required sa new installation except as called for in Note 1. I Unnecessary Rail washers need not be removed from exist- SEE SHEET G&5 FOR C B TYPE 1 _LU iIng nstallation shall be except moved. on posts 2 through 8 of a BCT CULVERT CB TYPE I RIM=138.81 SDOT BEAM HOUSE — \ UPDATED ALIGNMENT I E E— 1 J�4. 8 Q t DRAIL TYPE 1 I L HMA OVERLAY ( ) RIM — 1 6. U O d �� 3. Beam Guardrail post spacing for Types 1 through 4 shall be I E= 135,5 TIM POST / 6'- 3" on centers. 1 E (W) =132.2 I E=135.0 / - - -- J 4. Timber blocks shall be toe -nailed to the post with a16d gal- i / Qe TYPE 1 INITIAL INSTALLATION RAIL ELEMENT RAISED vanized nail to prevent block rotation. ? /�/ 9 STEEL TYPE 1 ALTERNATIVE 5. For post and block details, see Standard Plan C-1 b. j // % / /� / j / — \ / �� _ate 7 — G�" ;;////// 8TF T V 6. When "Beam Guardrail Type - _ Ft. Long Post" is specified 1 1 1 1 r /j / / FACE OF FACE OF g P 9 P 1 1 1 /i m the Contract, the post length shall be stamped with numbers, FACE OF GUARDRAIL 1 1/2' min. high and 3/4" wide at the location where the letter — — _ GUARDRAIL GUARDRAIL FACE OF FACE OF / GUARDRAIL GUARDRAIL "H' is shown in the ASSEMBLY DETAIL. For wood post app- l J 1 1 \ _ LN lications, the letter shall be stamped to a minimum depth of / I \ — 1 4' T 1/4". For steel post applications, the letter shall be legible / / / / l \ �/ O _ _ 0 0 5/8" CARRIAGE BOLT T after the post is galvanized. After post installation, it shall be Wl HEX NUT & POST i the Contractor's responsibility to ensure that the stamped / / -� \ o Q Q _ ,Q Q / i>� CS TYPE I BOLT WASHER m n numbers remain visible. IN 3/4"HOLE _ L �. RIM=154, 99 IN 7. Existing posts shall not be raised. Replace posts as / / O `/ / ��� _ _ _ — c necessary to achieve required guardrail height. \ \ �\ — — _ _ / \ \ _ — � B I E (J) = 151.6 J JJJJJ JJJ J / 06 >'8.2x12'-53/4" ! ! CB•82 .12'-53/4" I 5/8"CARRIAGE BOLT ! - \� / B— J JJJJ--IJJJ.J �I J '12" CPEP I —151.4 , G E (N) N914'HOHER //// // — J JJJJJJ I SSMH MIN. LENGTH r1 MIN. LENGTH 1� W/ HE NUT 8 POST � /\ / / // % / T� / J JJ - J TYPES rYPEs TYPEa L �� �� / // //// / / / _ — �$ '✓ RIM=160. 36 FACE OF GUARDRAIL N iV N RAISED GUARDRAIL BLOCK FIELD DRILL NEW 3/4" HOLE FOR 60 BUTTON HEAD BOLT 'I a EXISTING GUARD- RAIL POST '- HMA OVERLAY \ BEAM GUARDRAIL RAISING FOR HMA OVERLAYS og �- OER4,a Q / // /� /i f8"W E ROLLE� N / � II E & N =148.11 SEE NOTE 6 1 3l4' POST BOLT WASHER TIMBER BLOCK �� � N ° / / / / / — � � F ASPHALT // // /��Q �� / I (�h NEW IE (SW)=148.8 SEE NOTE 4 - FOR TYPES, 3 2 ONLY FOR STEEL POST / / / //� y // _ _ l / l �� UNDER CONSTRUCTIC o0 TYPES 1 3 2 ,' - I .. .. . 5B" • 18" BUTTON HEAD SEE NOTE B O 32350 O 4 / / / / // / / / i / \ 2�39. 1 / �/ 7/32" OVAL �6ssB�ISTER�G1} ; 4� � � � // //� / / / / // �` / / y S� TIME OF SURVEY � o a WBs9OR �DNALE / // // / // / �� ` _ -: — ;./ i 12 CPE� O TYPES 3&4 0 0 WB'15 3 / / / / / / \ _ :_�.. >\ \ o 5B" • 25" BUTTON HEAD BOLT W/ 7/32" OVAL GRIP a 7 ' /'Ln TYPES 1 S 2 OR 5/8" • 1U' BUTTON HEAD I C B TYPE I 8 RECESSED HEX NUT BEAM GUARDRAIL I �' _.' RIM = 1 6 1. 1 2 0 / \ • -` _ 5/8" ROD THREADED BOTH BOLT W/ 7/32" OVAL GRIP & TYPES 1 — 4 i /¢J" / \ % ,/ ENDS WI HEX NUTS HEX NUT W/ CUT WASHER (W-BEAM // ��/�i'� / / / \ l� O�/Q / / / ' - — I E= 15 7 0 STANDARD PLAN C-1777��� 5/B" = 1 114" BUTTON HEAD — d SPLICE BOLT W! 7/32" OVAL SHEET 1 OF 2 SHEETS /� GRIP & RECESSED HEX NUT / / / / . / / (j� / / I - . l� B TYPE 1 (EIGHT REQUIRED PER SPLICE) APPROVED FOR PUBLICATION / POST / / / / TIMBER STEEL POST -r — ALL MOUNTING AND SPLICE Pasco Bakodch 111 06-16-11 n/ / I _ HARDWARE SAME AS FOR TIMBER snie ocsioe exo¢ern oaTe / �� ' / / I / — i / / �� I WIS 0 L I D LID RIM=166, 77 0 POST EXCEPT AS NOTED wmhlnpten State ooponmom M inn.ymmxm I / / / I / 1 / / -- — / / - • ❑ P ° 13 ASSEMBLY DETAIL �/' 1E (S)=162.5 a� e / ... ' IE N —162.2 / p: -:... QT U I SSMH S 0'F I I� ) '/Ii // / / --� — — — — I W �� _ �:. ��� _ RIM 162.31 / I MMLJrPAI TYP / — — / :r. / / / W Qe / '� // bMgER �STI/ / (S & NE)-154.23 �s /i /— // / / / 1 / / 00 / / - /z— - — TBM=60D SPIKE IN PC 0 oo B 0 BLOC/ / / // �.' �.'.•: / /'� / / ILJLI 00 i / I CB TYPE I L T 2 / — / /OT / / / W SOLID LID RIM=183.91 I / I / / / / /e / _ I E S 1 79, 4 7`�/ / / / / / / I / / // / `a I E (N) =179, 2 /0 L9T W {—-- /00 N88°34' 1 "IN \ / - / a / •- _ _ , P ° I_ — ---- 1 I I _ 410.190 I I ?— 0_00 GARAGE — / // // �� I / 1 I � ❑ I I l � fEL° - -- / ------ / W W—/ W/ W /f W WV PD / MB FD. 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REFER TO z . - � o F I� _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 11 II 00 - 0) f- 0-)RENTON STREET RESTORATION N _ I�Dm 01 N Iv '--I 6- 0 1- AND OVERLAY REQUIREMENTS N O � Z �DEVELOPMENT ENGINEERING p� CO v �J N N - I! jchavez 07/20/2020 ' 5 LINCOLN AVE NE � o c IMPROVEMENTS o SCALE: 1 "=20' O a {Jn PREFERRED C9 EllVagmEERONGg L-L c <k2;10 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NO. REVISION Sm 1 "=20' HORROWAL " D i32a, CITY OF RENTON DATUM °NE INM ELEV==185.20 AT MLL SCALE Planning/Building/Public Works Dept. IF NOT ONE NICII SCALE AOOORDINOLY O KP DD EWELOPMEM7 SHOW- PLAIT DAV- 6/2020 1625 25 ME 3fflh 3� "BOOK G� CL V� 70M� Vd � PAGE UNCOLN AWE HE C- 12 � PLAN o PROFU SHW: 12 Of. 22 a SCALE: 1 "=20' 20 10 0 20 40 1 z L` 104 13 END OF FOR PARKING TINGE Q0F WAS I l J PREFERRED CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 35 Cy SS Ois 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR®GMAIL.COM N.E. 1 4, SEC. 32 TWP. 24N., RGE. 5E., W.M. PVI STA:12+34.15 PVI ELEV:153.85 K:1.43 LVC:10.00 �I- SEE FG C/L PROFILE FOR VERT CURVE GEOMETRY 1+60 11+80 12+00 12+20 NF OIRTH qT PRnFTI F NE 38TH ST IMPROVEMENTS SCALE: 1 "=20' SURVEYM EC DENGNM L DRMft JJK L NO. REVISION BY DATE APPR ""� L 14914 150.75 0 1� ��50.90 1 a o 12+80 w 2:1, MAX (TYP) PO J —14, 12+55.06 -21.55'LT C/L ADA RAMP �CoI l. 12 --1 + 2..8 \\m u I 12+58.32 18.31 ' RT C/L ADA RAMP NORTH S� ADA RAMP SCALE: 1 "=5' MEF SUBMITTED W/ FINAL PLACEMENT OF RAMP TO BE CONFIRMED WITH COR TRANSPORTATION. -5'- WALK 2.02.0 8.5' CURB & PLANTER 2.00% 10' , 2.00% SOUTH ADA RAMP SCALE 1 "=5' MEF SUBMITTED W/ FINAL PLACEMENT OF RAMP TO BE CONFIRMED WITH COR TRANSPORTATION. ROADWAY C/L CEMENT CONC ---� CEMENT CONC— SIDEWALK (SEE TRAFFIC CURB & GUTTER STD PLAN (SEE STD PLAN NO.101) N0.102) 4" COMPACTED DEPTH CLASS B ASPHALT CONC 2 1 /2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE NATIVE SOILS COMPACTED TO 95% MDD 10' 2.0 CEMENT CONC TRAFFIC CURB & GUTTER (SEE STD PLAN NO.101) NE 38TH ST FRONTAGE IMPROVEMENT NTS NOTE: EX. UTILITIES ARE APPROXIMATE ONLY. CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. 1"=20' A:", CITY OF DATUM RENTON ONE iNMN ELEV==185.20 AT FULL SMILE Planning/Building/Public Works Dept. IF NMT ONE NIM SM&E AGCONDMIOLY 015 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING jchavez 07/20/2020 KP DD EWELOO P M ENE 3HOR7 PLAT 1823 23 ME 3ffih 3� GEH70M1 AMA HE 367H ST PLAT o PROMLE a 0 DAM 6/2020 BOOK PAOLI PAGE DRANIM Na C-13 a sr,EfT: 13 oF: 22 SCALE: 1 "= 20' Q Q 20 10 0 20 40 Q M T U ru SEE SITE GRADES FOR CONTINUATION ROADWAY C/L 13' 2.007. 4" COMPACTED DEPTH CLASS B ASPHALT CONC 2 1 /2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE - NATIVE SOILS COMPACTED TO 95% ML,, 13' 2.00% SEE SITE GRADES FOR CONTINUATION JOINT USE DWY - SOUTH TO NORTH - SECTION NTS NOTE: EX. UTILITIES ARE APPROXIMATE ONLY. CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. ING ' 35 �IONAL �P PREFERRED n j CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM 180 175 170 165 160 155 150 145 140 135 130 NO. N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. JOINT USE DWY - SOUTH TO NORTH - PROFILE REVISION SCALE: HOR— 1 "=20' VERT— 1"= 5' JOINT USE DWY - SOUTH TO NORTH - PLAN SCALE: 1 "=20' 1 "=20' oNe MWH AT FIMl SCALE F NOT ONE RM SCALE ACCOROM U 180 175 170 165 160 155 150 145 140 135 130 EE SHT C-13 L. � O 0_ IIORQOIRAL: WD 1983711MI CITY OF '� DATUM RENTON ELEV=1B5.20 Planning/Building/Public Works Dept. WEST ADA RAMP SCALE: 1 "=5' EAST ADA RAMP SCALE 1 "=5' NOTE: FOR RAMP STATION CONTROLS, SEE SHEET C-13 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING 0 SURFACE WATER UTILITY jchavez 07/20/2020 jfarah 07/21 /2020 a lm O KP DD EWELOPME T SHORT PLEAT 06/2020 � 1625 25 NE 3 o phi I& LLD m* BOOK REH70K] �M�1° OND N� AGE � JOWT USE DWY - MIS C —14 PLAN o PRORLE �° 14 � 22 a SCALE: 1 "=20' 20 10 0 20 40 C� Q Q Q SEE SITE GRADES FOR CONTINUATION ROADWAY C/L 13' 2.00%i 4" COMPACTED DEPTH CLASS B ASPHALT CONC 2 1 /2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE - NATIVE SOILS COMPACTED TO 95% ML.0 13' 2.00% SEE SITE GRADES FOR CONTINUATION JOINT USE DWY - WEST TO EAST - IMPROVEMENT NOTE: EX. UTILITIES ARE APPROXIMATE ONLY. CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. 0. NTS TINGE LZONAL J pG�j3jC���j��C�G3G3C�D�(�77//�� �7 jj ENGONEEROlIVa, LPL C CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGROGMAIL.COM NO. N.E. 1 /4, SEC. 32 TWP. 24N . , R GE. 5E. , 170 165 160 155 150 145 140 135 130 i �140 REVISION W.M. 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 JOINT USE DWY - WEST TO EAST - PROFILE SCALE: HOR- 1 "=20' VERT- 1 "= 5' JOINT USE DWY - WEST TO EAST - PLAN SCALE: 1 "=20' Sm 1 "=20' ONE INCH AT FULL SCALE F NOi ONE INCH SCALE ACCORDINGLY vER W_ M►VD , HORO MAL: NAD 1953 12 0 , DATUM ELEV==185.20 170 165 160 155 150 145 140 135 130 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS Oo DEVELOPMENT ENGINEERING SURFACE WATER UTILITY l� jchavez 07/20/2020 jfarah 07/21 /2020 0 KP DEVELOPMENT pM ENT SHORT FLAT 1926 nnME �o ��G� S/ V U11���OIJV9 A J00 00 USE Dwy - Cam a O DAIS: 6/2020 FmDB001' BOOK PNE, PAGE DPNMNO W. C-15 a SHW 15 of. 22 I In ME DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 T- 1 A Z 0. i4><•��•ri�c .4". 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION �Q, C ts�N A 63 BAR EACH CORNER °TFe #3 BAR EACH SIDE 0 #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NO F ' ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS R-1 DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP'. 12' STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15' PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2, THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20•. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-134.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION, T ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NITS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 I wmm w"rt. rwm,m.e.x", DATE CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4'MIN. 28" MAX. 16" MAX. f FLAT SLAB TOP I . 48", 54", 60", 7Y, 84", 96", 120" OR 144" SEE NOTE 6, TYP. 15' MAX. FOR S OR MAINTENANCEjroiN. ER 2" (TYP) 1"MIN. "O"2.5" MREINFORCING STEEL, (TYP.) 12"MAX. GRAVEL BACKFILL FOR PIPE ZONE 12' BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6" 6" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS W OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS. AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7- MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" F 8" 48" 8" 72" 16" 8" 60" 12" 84• 8" 12" 172" 12" 96" 8" 12" 1 84" 12" 120" 10" 12" 1 96" 12" 144" 12' 12" 1 108" 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP I SOLID WALL PVC, PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30' 36' 30" 36" 36" 60" 36" 42" 36' 42" 42" 72" 42• 54" 42' 48" 48' 84" 54• 60" 54" 48" 48' W. 60' 72" 60" 48" 48- 120" 66' fW 60' 48" 48" 144" 78" 96" 60" 48" 48" I CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) ' STD. SPEC. 9-05.12(1) ' STD. SPEC. 9-05.12(2) imiiii UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NITS) STD. PLAN - 201.00 Alffif7",R) -PUBLIC WORKS CATCH BASIN TYPE 2 PROVFD DEPARTMENT GAZ 9/28/2018 werc wm.ndm,"�axxo, DATE u z 9 - , Oi7TFALL T4 GTAEAM DUMP NO POLL OTANi3 BOLT -DOWN SLOT SEE DETAIL AND NOTE 1 TOP � 77R' RFC.'F4AFD I FTTFRWn ISOMETRIC 24- 7 OR 8 EOUAL SPACES DIRECTION OF FLOW T} T 516"MAX,J SECTION A NOTES: I BOLT-DOWM CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VEFMCALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5+6'A I NC x 2' ALLEN HEAD CAR SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 REFER TO STANDARD SPECIFICATION 9.05 15(2) FOR ADDITIONAL REQUIREMENT'S 3 FOR FRAME DETAILS, SEE STANDARD PLAN 2ucua I 4" I 1 1M 0 a �Y } M I BOLT -DOWN SLOT DETAIL SEE NOTE 1 - - S 5' 1 SECTION B UNLESS DTHERWW.. NOTED, DRAWING IF NOT TO SCALE ENT51 STD. PLAN - 204.20 r PUBLIC WORKS Om; DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 DATE I r2 BOLT -DOWN SLOT, 8EE OETAIL AND I. NOTE? SIN' TI I BOLT->}OW11 SLOT DETAIL SEE NOTE 1 -- -_-_- - -RING 1' 17 5" 5" ISOMETRIC 20" 5" 24' 4 EQUAL &PACES � � 4 EQUAt SPACES � I 3" r 518' MAX, T SECTION A SECTION 8 NOTES: 1. WXT.DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND COVERS, UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES IN THE PRA61E THAT ARE VERTICALLY ALIGNED WITH THE GRATIS OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5W-I1 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 REFER TO STANDARD SPECIFICATION 9.05.15(2) FOR ADDITIONAL REQUIREMENTS 3 USE ONLY IN SAGS ON VERTICAL CURVES 4 FOR FRAME DETAILS. SEE STANDARD PLAN 264.00. UN LE55 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE ENTS; STD. PLAN - 204.30 r 7 PUBLIC WORKS RECTANGULAR 81-DIRECTIONAL PR. ,;; DEPARTMENT VANED GRATE GAZ 912812018 I _ DATE J' PREFERRED � C� nN10� nNIC�C�G�3� nN109 L�L�D CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR@GMAIL.COM Rej REVISION TOE IN 4"x4-I NOTES: 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 213.30 r� PUBLIC WORKS °R0 DEPARTMENT PLASTIC COVERINGgZ 9/28/2018 I DATE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS _ 2"x2" 14 GAUGE NWRE, OR _ EQUIVALENT. IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6 MAX POST SPAC6NG MAY BE INCREASED TO S' IF WIRE BACKING IS USED I 4'x4- MIN. TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3 ' TO 1.112• WASHED GRAVEL 2"VIA" WOOD POSTS. STEEL FENCE POSTS, OR EOUVALENT (TYP f 2'MIN. NOTES: 1. CONOEfiDNB 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 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THRGUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND 2. DESIGN AND INSTALLATION SPECIFICATIONS 71 THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE AOS IASTM 047S1} 30.70U SIEVE 312E [0.644.15mmp FOR SILT FILM 56-1 DO SIEVE SIZE [0.30-U.1_54m FOR OTHER FABRICS WATER PERMITTIVITY IASTM D44911 0.02 SEC71 MINIMUM GRAB TENSILE STRENGTH IASTM D46321 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC f00 LBS_ MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE EL074GATION IASTM D4832) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM 134355) To% MIN_ 22 STANDARD STRENGTH FABRIC REOUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE HACKING OR CLOSER POST SPACIN+3 MAY 13E 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 20:1 V 2A 1FA TYPICAL SILT FENCE IS USZE1. THE STANDARD 4')W TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED ANL SECURE 1N A TRENCH THAT STABOL12E5 THE FENCE AND DOES NOT ALLOW WATER TO 13YPMS OR UNDERMINE THE SILT FENCE 2.5. FILTER FABRIC F ENCE 9 SHALL RE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3, MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAJRE13 IMMEDIATELY 3.2 IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 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 CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SILDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH 3.5 1F THE FILTER FABRIC (GEOTEXTILE) HAS OET(=RIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS DTHENWiSE NOTED. DRAWING 15 ?TOT TO SCALE [NTS; STD, PLAN - 214.00 PRI PUBLIC WORKSENT DEPARTMENT GAZ SILT FENCE L R 912812018 1 DATE Row 15-1� R = 2.9 MIN. - INSTALL DRIVEWAY CULVERT F THERE 1S A ROADSIDE DITCH PRESENT_ AS PER CITY ROAD STANDARDS 4.8- QUARRY SPALLS GEOTEXTILE 12- MIN. THICKNESS CONSTRUCTION ENTRANCE NOTRs: 1 DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSI RUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMEkDM THAT THE ENTRANCE BE CROWNED $O THAT RUNOFF DRAINS OFF THE PAD 1 W' PIN 16' MIN. PROVIDE FULL WIDTH OF INGRE SSIEGRESS AREA NOTES: 1, CONOITIONOFU$E I.I. CONSTRUCTION ENTR.ANGE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER TUNED AREAS WrrHIM 1,004 FEET OF THE SITE 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONBTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH.NYIDTH TO PROVIDE VEHICLE ACCESSIPARKING. BASED ON LOT SLZEVCONFIGURATK)N 2- DESIGN AND INSTALLATION SPECIFICATIONS SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOrEK1ILE SHALL MEET THE FOLLOWING STANDARDS - GRAB TENSILE STRENGTH 6hSTM 04S321 700 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632f 30% MAX (11VOVEN) CO PUNCTURE STRENGTH IASTM D6241I 495 LBS MIN ADS IASTM D47511 12045 (U.S STANDARD SIEVE SIZE) 2.2- DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PROOUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED 2.3. HOG FUEL {WOOD BASER MULCH) MAY SE SUBSTITUTED FOR OR COMBINER WITH QUARRY SPACES IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS THE INSPECTOR MAY AT ANYTH>'IE REQUIRE THE USE OF QUARRY SPALLS IF THE HOST FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONITO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONM PAVEMENT 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.5. WHENEVER POSSIBLE, TIME ENTRANCE SHALLBE CONSTRUCTED ON A FIRM, COMPACTFD SuBGRAOE THIS CAN SUBSTANTIALLY 1NCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE_ 3. MAINTENANCE STANDARDS 3.1. DUARRY SPALLS SHALL BE ADDED IFTHE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. a?. 1F THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEFY 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 A WHEEL WASH. If WASHING 1S USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND S.3. ANY SEDIMENT THAT 1S TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REmiYvEO OR STABILISED CN SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS ATHREAT TO PUBLIO SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTEDl}. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BECONTROLLED AND DISCHARGEIJ APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CAOT DISCHARGE TQ SY$TE W TRIBUTARY TO SLIRFACE WATERS. 3.4. NNANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY 115. IF VE$ilCLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CDNSTRUCTION ENTRANCE IS). FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC UNLESS 4TI+ER W ISE NOTED, ❑RA WINr� IS Nor T° SCALE INTSh STD. PLAN - 2 15. 10 PUBLIC WORKS APPR4v DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ r 9/2s/z0I8 I rwe weau ate"rnUwu. PATE SCALE: 1 "=30' HIRMI<< DD AU WD11�iIW%1661 ' CITY OF am _ DM RENTON ATU AT FULL scALE ELEV-185.20 Planning/Building/Public Works Dept. F Wt ONE NCH SCALE ACCOPA*MY N' N' N' N' 1, MY M =MM M I P� O DEVELOPMENT ENGINEERING f� jchavez 07/20/2020 :01 a O Kp DEWELOPMEM7 S OR7 FLAT 8/2019 1825 25 NE Mh & F"EIDBOOK: BOOK R � LI V TO lK 9 %�V PDRAWIND Na mD AGE C-17 DFAU a 117 22 Q 0 0 1 z REMOVABLE WATERTIGHT COUPLING OR FLAN(3£ - 5" MIN Z MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS ELBOW RESTRICTOR_ SEE DETAIL AND NOTE 10 * � ANGLE AS /1 NECESSARY. � SEE NOTE 7 �l 7MN. ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER 13" VAX ---I Pu1TE WELDED TO ELITOW WITH PLAN VIEW ORIFICE AS SPECIFIED. SEE NOTE 3 7 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12-MIN UNDER FRAME&SOLID COVER MARKED'DRAW PAVEMENT WITH LOCKING BOLTS PER STD, PLAN 204 50 le"MAX. VERTICAL BAR GRATE FOR SECONDARY INLET 6' MI N LOE3iGN WATER ELBOW RESTRICTOR_ SURFACE - SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 1z CTYP-) 1.5:6 SF F NOTE 91TYP } MIN. 2MIN I #SOJNETRIC OUTLET PIPE. SEE INLET PIPE NOTES 1 3 5 2' INVERT AND MIN, SHEAR GA L WI I H PUN I KUJ HUU F UR ELEVATION PER PLANS CLEANOUTJDRAIN {ROD BENT AS REOLJI FOR VERTICAL ALIGNMENT WITH COVERI T2" SECTION OF PIPE ATTACHED BY PER STD_ PLAN 237.30 GASKSTED BAND TO.ALLOW REMOVAL 72' PAIN, WELDED RESTRICTOR PLATE WITH Ok1FiCE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A I USE A MIMIJAUM OF A 54' DIAMETER TYPE 2 CATCH BASIN 2 OUTLET CAPACITY 100-YEAR DEVELOPED PEAK FLOW 3 METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL OR ALUMINUM ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2. OR 5. 4 FRAME AND LADDER OR STEPS OFFSET SO' A. CLEAfiDUT GATE IS VISIBLE FROM TOP. 6 CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB. 3 IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE OUTLET PIPE TO HAVC SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1l4" S PROVIDE AT LEAST ONIE 3, X .U9U GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM 3'-0- VERTICAL $P*G.INGI. 7 LOCATE ELBOW RESTRICTOR(S} AS (NECESSARY TO PROMIDE MINIMUM CLEARANCE AS SHOWN 8 LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESSTO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR 1KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EOUALJ, WHEN CONNECTING To AN Ex€9TIN0 PIPE, USE A FAHRicATEO SAND COLLAR OF THE SAME MATERIAL AS THE cONmECTFNG NPI` 10 IF TEE SECTION IS USED ONLY FOR SWLL CONTROL, THEN EL13OW RESTR ICTURS AND RESTRICTOR PLATES WITH ORin ES ARE NOT REQUIRED. UN LESS OTRERWISF NUTEIJ, DRAVOW 15 NOTTO SCALE CNTSI ST0. PLAN - 237.00 - PUSLIC WORKS FLOW CONTROL STRUCTURE - PPAOUEV: 74 DEPARTMENT RESTRICTOR TEE GAZ 9/28/2019 1 LATE DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS DRAINAGE GRATE {RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEvicE FILTFAF0 WATER - SECTION VIEW S' MAX. TRIM OVERFLOW BYPASS 7 ' n' BELOW INLET GIHATE DEVICE ISOMETRIC VIEW RETRIEVAL SYSTEM ITYP_) OVERFLOW BYPASS (TYP ) NOTES: 1 PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DCWNSLOPE AND MTHIX SOD FEET OF A DISTURBED OR CONSTRUCTIDN AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL M CONvEYI_D TO A SEDIMENT POND OR TRAP 2. INLET PROTECTFONT SHALL BE USED IC PROTECT THE DRAINAGE SYSTEM 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT HE LARGER THAN ONE ACRE. A. SIZE THE BELOW INLET GRATE DEVICE 1EIGD1 FOR THE $TDRMWA:TER STRUCTURE IT WILL SERVICE_ 5_ THE BIGD SHALL HAVE A BUILT-IN HIGWFLO'W RELIEF SYSTEM IOVEAFLOW BYPASS}. 15. THE R£TRIEV& SYSTEM MUST ALLOW REMOVAL OF THE BIW WITHOUT SPILLIKR4 THE COLLECTED MATERIAL T_ PERFORM MAINTENANCE IN ACCORDANCE W i-k STANDARD SPECIFICATION 8-01.3115). 8. ANY SEDIMENT W 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 GLEANED OR REPLACED AT LEAST MONTHLY UNLE550THERW15E NWT{p, DRAW W 15 NOT TO 5)L4LE ENT51 Aovqk STD. PLAN - 215.30 fi* PUBLIC WORKS RPII Ei7: R ) DEPARTMENT CATCH BASIN INSERT GAZ 9/d8/2018 1 DATE PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP -x PERFORATED POLYETHYLENE DRAINAGE TTJBIJG, DIAMETER 2' MIN. L ARL31=R THM CORRUGATED DEWATERINQ ORIFICE. TUBING SHALE. METAL RISER COMPLY WITH ASTM FW7 AND AASHTO N1294 3,5' MIN_ WATERTIGHT COUPLNG � TACK WELD DEWATERING ORIFICE, SCH iQ $TEFL STUB, MIN. . E- MiN DIAMETER AS PER CALCULATIONS IN SECTION D 2 1.5.2 OF I - i - THE CITY OF RENTON SURFACE WATER DESICK MANUAL d L � Y ' ° 18' MIN. CONCRETE BASE (ALTERNATIVELY, METAL STAKES AND WIRE MAYBE USED TO PREVENT FLOTATION) " d Y d , y +¢ 2 x RISER DIA. MIN. •-� NOTES: 1. SEE CONSTRUCTION PLANS FOR SP}CIFIC PRGa ECT RE4UIREMENkTs. UNLESSOTHERW4%F NOTE[, PRAVONC R NGTTO SCALE INNSI Aefth STD. PLAN - 216.1.0 fl'='%PUBLIC WORKS RO rr, DEPARTMENT SEDIMENT POND RISER DETAIL GAZ 9/28/2018 1 ,�,.,ax,; ,,,,.o,•"r DATE FEY DIVIDER IMTO SLOPE TO PREVENT FLOW AROUND SIDES POND LENGTH (3 TO 6 TrMIFS THE MAX POND LAID TIih � FNFLOW SILT FENCE OR RISER EQUIVALENT DIVIDER PIPE II CREST OF RISER PIPE 1PRINGIRAL SPILLWAY}, EMERGENCY OPEN AT TOP WITH TRASH RACK SPILLWAY - DEWATERING DEVICE {SEE RISER ¢ETAiL 1 STU. PLAN 218.10) 1 �r TT 1r SILT FENCE. iN. YIAY MAY SALES WRAPPEii WITH FILTER SALES W FILTER FABRIC, OR EgU1VALENT DIVIDER I EMERGENCY OVERFLOW SPILLWAY D15GHARUE TO STAOILIMD CONVEYANCE, OUTLET, OR LEVEL SPREADER TS' MB4. 12" MIN, EM11"MENT COMPACTED 13644 PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN $AND SHALL NOT F9 UW_D r 4` DEWATERINGOR4FICE s DISCHARGE TO STABILIIED CONCRE-1 F 6k3E J CONVEYANCE, OUTLET, OR LEVEL S?RE•ADER NOTES: 1. CONDITION OF !IEEE 11 A fiEDIMENT POND SMALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE 2, DESIGN AND INSTALLATION 6PECIFICAT19145 2-1. THE POND SHALL M PXVF4EP INTO TWO ROUGHLY FQUAL VOLUME CELL$ BY A P1<RMEaRLE DIV14ER THAT WILL R.EGUGF TUIRBULENOE WHIL-F ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THL HE38H7 Or THE RISER. WIRE - BACKED, 2-TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4 %4"a MAY BE USED AS A DIVIDER. ALTERNATIVELY, STMED STRAW BALES WRAPPED WITH FILTER FAUMC MAY BE USED 22 IF THE POND IS MORE THAN 6 FEET DEEP. A DIFFERENT MECHANISM MUST BE PROPO5ED- 2.3. TO AID IN DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHALL BE RROMINENTLY MARKED ON THE FUSER. A MAINTENAHCESTANDARDS 3.1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3 7 ANY DAMAGES TO THE POND EMBANI(MENFT$ OR SLOPE$ SHALL BE REPAIRED. UNLRS DrHFAW15E NOTED, PRAMNG IS NOT W-WALE CNTS STI). PLAN - 216.00 PUBUC WORKS SEDIMENT POND PLAN VIEW AND FN allk!,. DEPARTMENT CROSS SECTIONS GAZ/28/2b18 I i:�-- - ... - - •,III J' PREFERRED C n909NIEEROXG, LLC CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR@GMAIL.COM REVISION SURFACE WATER STANDARD PLAN NOTES: THE I- LLCWING IS A LISI ING CF GEfiERAL NOTES THAT SHALL M INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT DR C'A'NER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FGR SPECIFIC ASPECTS_ THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRECON5TRUCTIQN MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY. THE APPLLCJUIT, AND THE APPLICANTS CONTRACTOR. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRrOR TO CONSTRUCTION. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESPGN MANUAL IRENTON SWOMI, RENTON MUNICLPAL CODE (RMC), AND THE STANDARD SPECIFICATIOM5 FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED RY WSDOT AND THE AMERlrAN PUBLIC WORKS ASSCIGIATION IAFWA). IT SHALL BE THE SOLE RESPONSIBILITY Or THE APPLICANT TO CORRECT ANY ERROR_ OMISSIDN OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTICNS SMALL BE Al NO ADDITIONAL COST TO THE CITY. I APPROVAL OF THE ROAD. GRADING, PARKING, BUILDING, AND DRAINAGE PLAN ODES NOT CONSTTTUTE AS APPROVAL OF ANY OTHER CousTRUCTION IF-G. WATER SEWER, GAS, ELECTRICAL ETC.]. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAFNI NG WALLS REQUIRT£ A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION_ THE SURFACE WATER DRAINAGE SYSTEM SHALL W CONSTRUCTED ACCORDING TO THE APPROVED PLANrs ANY J3EVIATK3N FROM THE APPROVED PLANS WILL REOMJIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY i A GOF'Y OF THE APPROVED FLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 6 THE LOCATIONS OF ALL EXISTING UT1LMES SHOWN HEREON HAVE BEEN ESTABLISHED BY PFELO SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SMALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARLLY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UT1LEIrES NOT SHOWN HEREON THAT MAY 6E AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE A,S.MALT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVEC PLANS THE APPLICANT SHALL IMMEDIATELY NOTIFv THE ENGINEER OF RECORD IF A CONFLIQT EXISTS VERTICAL DATUM SHALL BE NAVO ER AND HORIZONTAL DATUM SHALL BE NAD 83 (WA -STATE PLANE NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SMALL BE NOTED ON THE PLANS. B ALL UTILITY TRENCH BACKFILL AND ROADWAY *LI0QRA¢E SHALL BE COMPACTED TO 95% MAXIMUM ORY DENSITY PER SECTION 2-03.3(14)O - COMPACTION AND MOISTURE CONTROL TESTS Of THE W500T STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS_ ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE: THAN 92% OF MAXIMUM DRY DENSITY. B. OPEN CUtTFNG OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK FS NOT ALLOWED UNLESS SPECIFCALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN GUT SHALL RE RESTORED IN ACCORDANCE WITH THE GITY TIRENGH RIESTOLRATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL K STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS. DR INLETS SMALL BE ADJUSTED TO THE GRADE AS STAKED_ 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND N OPERATION PRIOR 70. DR IN CONJUNCT1044 WITH. ANY CONSTRUCTION ACTIVRY UNLESS OTHERWISE APPROVED BY THE CITY_ 2. ALL PIPE IUjp APPURTENANCES &HALT LAID ¢N A PROPEiNLv PRF�ARED FOUNDATIONIN AGCORDRNLGE WITH THE eURf;ENT STnTT OF WASHINGTON $ ANPARD 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 MATERAAL TO UNFFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE ALL PIPE BEDDING AND SACKFIL.L SWILL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 21G.110. AND 220.2(1. 13. STEEL PIPE SHALL BE ALUMINEED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. CPR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MWIACLES SHALL BE FITTED WITH DUCT4E IRDN. BCILT.LOCXING L10S PER THE CRY STANDARD PLAN 204.10, 204-29, 204-38. AND 2N 80 STRUCTURES SHALL HAVE RECTANGULAR OR ROUND SOLID LFps WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING. RUNOFF. AND Let-ATED WITHIN THE 1:tbADWAY, BUT OUTSIDE OF THE CURBiGUP R LINE . ROUND. SOLIO LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGUT-OF•WAY OR IN AN EASEMENT TO THE CITY PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO TIRE CITY SHALL NOT DISPLAY THE CITY LOGO. 15, BUILDINGS AND OTHER f5TRUC'TURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON 5VQDIr1 16. LIDS OF MANHQLESIGATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING ALL MANHOLDCATCH BASIN! RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINJSHED GRADES. UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERT$ LOCATED WITHIN CITY RIGHT=OF-WAY SHALL BE OF SUFFICIENT LENGTH Tv PROO13E A MINIMUM 3:1 SLOPE FRom FHE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE PITCH. UN LF55 OTR{R W 15E NQTF I), DRAVANG IS HOT TO KALE K 51 STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN 9/67018 j P-R) DEPARTMENT NOTES (I OF 2) GIB 11 [FATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 19 A LISTING OF GENERAL NOTES THAT SHALL BE €NCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NoT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STFUKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NON{ EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECT'S. THEY SHALL BE ADDEp AFTER THE SURFACE WATER STANDARD FLAN NOTE$_ 13. ROCK FOR ER064CM PROTECTION OF ROADSIDE DITCHES. WHERE RECUJRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINlmkw DEPTH Of ONE C1I FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS . - B 1".rH RACK f 40 - 7Q% PASSING: • 2 - 4I14CH ROCK 130 - 4D% PASSING: AND • LESS THAN 21NCH ROCK 1 10. 20% PASSING, 10_ FDGTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCUNNECTED AND SHALL SEPARATELY CONVEY CDLLECTEO FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY FOOTING BRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOI_T.LOCKING LID MARKED "STORM' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227 00. 2T ALL STORM SYSTEM ExTEN=ms SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. ANTO CUT SHEFTS SHALL BE PROviDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY --INSTALLED AND NEWLY -REHABILITATED {PUBLIC AND PRNATE1 STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO NSTALL PROJECT CURBS, GUTTERS ANDi )R PAVEMENT 23. ALL STORM SYSTEMS AND CONNECTIONS TO EX TrNG MAINS SHALL BE TESTED IN ACOOR1aANCE WITH SECTION 7-04.S111 OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATNE OF THE CITY STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SALe TIME THE MAIN STORM 6 TESTED. 2A. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRAVED, LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE. TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00 25. ISSUAACE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE T14EAPPLK:ANIT OF THE CONTINUING LEGAL OBLIGATION ANDMR LIABILITY CONNECTED WITH STORMWA'RER DISPOFSAL THE CITY DOES NOT ACCEPT ANY OKIGATION FOR THE PROPER FUNCTIONING AND MAVNTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26, ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EQUFMENT, FLAGGF IRS. AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LJFE. HEALTH, AND SAFETY OF THE PUBLIC_ AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFIORMANGE OF WORT( SHALL BE PRO)ITIFD. ANY WORK WITHIN THE 'GRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL FIEOUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1.10 TEMPORARV TRAFFIC CCMTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE GDTS AQUIFER PROTECTION AREA 1APAy SHAD. COMPLY WITH SPECIAL RFOUIREMENT t16 OF THE RENTON SWUM AND AQUIFER PROTECTION REGULATIONS (RMC 4.3-I)501• 26. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINMANHOLE LIDS, CLEANOUTS. CNLETS, ETC,) FN THE STREET TRAVEL LANE WHEEL PATH; INTERSECTIONS OF STRREET TRAVEL LANE5_ BIKE LANES. SPDEWALKS. AND CROSSWALKS SHALL RE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED iN A S IDEWALk OR CROSSWALK SKALL BE FITTED WITH A UON-SUP OR NONSKID UD PER ADA REQUIREMENTS_ 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PI-AN-S. PRIVATE SYSTEMS SHALL BE MAINTAJNED BY THE APPLICANT. 30, MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.21,A2 OF THE RENTON SWDM :M CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ADSORB WATER AT A MINIMUM RATE OF YB INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE RAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 11) MINUTES. CDMPL!AkQE WrTH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COAIPLIANICE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS fjF WATER IS POURED OWTIO THE PAVEMENT SURFACE ALL AT ONCE W ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVEMENT 15 CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION, AT LEAST ONE TEST SHALL 9E CONDUCTED PER 1,OOO SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED FOR LARGE AREAS (E G.. PARKING AREAS). TESTING OBSERVATION MAY BE ACCOMPUSHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT RATE SWILAR TO THE BUCKET TEST PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781 UN LM DrHF11 W ESE N177P, DRAWING M mUT TO SCALE (NISI STD. PLAN • 267.10 URIPUBDC WORKS SURFACE WATER STANDARD PLAN I,J,a - ffrD DEPARTMENT NOTES (2 OF 2) GAZ 9128120181 STALE: 1 N=30' A` WD M/INT CITY OF V'R ONE _ RENTON DATUM . AT FULL SOLE ELE'V-185.20 Planning/Building/Public Works Dept. F NOT ONE ENCN SCALE ACCORDINMY f �V (6) EVENLY SPACED HOLES ON 1018' BOLT uj CIRCLE FOR BaLTI NG TO FLANGE C0NHEC7KV4 -� -LEVEL LINE SEE NOTE S - --- -e- FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN o ADJUSTABLE LOCK HOOK WITH LOCK SCAM O LIFT IHANDLE SHALL BE ATTACHED PER A4ANUFAC7UI�R'$ RECOMLIENDATbdNRS 1' ROD OR 7VBING, VARIABLE LEFfGTH LIFT HANDLE NOTES: I SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG.32a OR CAST IRON ASTM A48 CLASS 3OB AS REQUIRED 2, GATE SHALL BE 81NCH DIA. UNLES$OTHERWrSE SPECIFIED 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELOLNG, OR OTHER SECURE MEANS. a. LIFT ROD' AS SPECIFIED BY MFR_ WITH MANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAS, OR SOME OTHER DEVICE ❑ NEOPRENE RUBBER GASKET REQUIRED BETWEEN F45ER MOUNTING FLAW-E AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT, 6 FLANGE NirOUNTINGBOLT5SMALL 8E3alT'DIA.STAINLESS STEEL. ? ALTERNATE CLEANOUTJSHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE. PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS A80VE AND HAVE A SIX BOLT_ 1C 318- BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. UNLE55OTH;RWiW NOTF0 DRAWING 15 NOT TO SCAU'. (NISI STD. PLAN - 237.30 PUBLIC WORKS DEPARTMENT TEE SECTION SHEAR GATE (`jj�� 9/29/2018 1 -� _ DATE O DEVELOPMENT ENGINEERING n,77 jchavez 07/20/2020 a O Kp DEWELOMEM7 SH07017 PLAT 8/2019 1825 25 NE Mh R FEIDB001( BOOK � HRIEHMK� WA PDI No- AGE � DC-18 � C� AU a smart 18 22 0 z E 0 7' I NOT TO SCALE MANHOLE FRAME AND COVER 5£E STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE 1NC., OR APPROVED EQUAL LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A. �g, ,C. b. tE' 48" MH 48" 6" MIN. 5"MIN 24" FAIN. 21" LID, 54" MH 54" 8" MIN. 5.5" MIN_ 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN, 42" MIN. 30" I.D. NUIL57 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2, STEPS ARE 70 6E IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4, MANHOLE SEC7hDNS TO BE OF RE114FORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED_ 7- SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-ARO5HIELD 4R APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR-N-SEAL BOOTS OR APPROVED EQUAL. IL IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OE 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IIa ALL DIRECTIONS TO MATCH PAVING. ti SM. PLAN — 400.1 * PUBLIC WOR]ECS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMSER 2011 ROLTHOLES - 3 PLCS EQUALLY SPACED 1204 APART [IN 23 1/16' (586nm> DIA B.C. (SEE IIETAIL) RENTON SEWER OVER & FRAME PLAN VIEW 25" DIA. _ L635mm] 1' 3/4•P5mm] E 19r1rI ] 8 3/4' 2 1/2' I� 1:222MMI 164mml TYP COVER SECTION VIEW 26 1/20 DIA C673mrt] 25 1/4' DIA 1641mm1 1 1/16, 1/4' (6mm) DIA 127mm] NEOPRENE GASKET f � � 6• I152mm] T f 5/8' J 23 3/B' DIA CL OPEN [16nn] C594nr17 27 5/16' DIA I694mm] 34 1/8' ILIA COVER BOTTOM VIEW BLT SQC, (ALLEN HEAD) 5/8'-11 x 1.9 SS RUSHER WASHER EON BOLTING DETAIL 1/4' 1 If15' 16mm] [27nrAI IarIN,] CR31+r11 GASKET GROOVE DETAIL [867mrII NOTES: FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST ,10RDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND CDVFR FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY „SEWER"), OR WATER (SPECIFY "WATER"). SMI PLAN — 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2048 RECESSED LIFT POCKET �IIL�11�7 IJJSEWERLLJJ 1Q-lf2' 1 f4�12-1/2' 1" 2-1 /4" 14" 12-3 f 4"- 11" �I CAST IRON RING AN0 Not to Scale FRAME NO FES: 5" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3690 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEWSLY. 2_ IN UNIMPROVED AREAS, PCIUR A 1'-0" TEIICK, 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. DR ABLE STD. PLAN - 403.1 11RPUBLIC WORKS 8" OR 6" CLEANOUT APMOVED; DEPA#tTN+4EN7 FOR SANITARY SEINER MAIN J o rYi ,.SEX. SEWER MAIN PROPERTY LINE (LENGTH AS NEEDED) a i __—SPOOL O Imo'-V 6" SEWER STUBE _ FUTURE 4" SIDE SEWER SEWER MAIN TEE 5C 6" TEE I 2"x 4" STEP MAFKK POST PAINTED 6- CAP/ WHITE W71.1 THE WORD "SEWER" STENCILED IN 3" HICH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND I I EXTENDED T6 THE TOP OF THE 5TUO. COUPLING (TYP,) tea Y � a"X6"X6' SURFACE CLEANOUT YATH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY 'SEWER- ON LID), I (SEE SM. PLAN 40_3j FOR INSTALLATION) Y _... ..--__-..-------------- J -�- I ----- rr. JM EAGLE THREADED CLEAN -OUT ADAPTER HUB 9Et�O AS & PLUG (OR APPROVED EQUAL) REQUIRED fEMSTING SANITARY I SEWER MAkN ",,,, uIN s1OPE -� - �rU ICJ USG 4 NUL �t YJLK 6" SEWER STUB 6'X6'xs' Yr}E FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE A. YITRIFlED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK` FLEXIBLE COUPLINGS (FERNG4 9R APPROVED EQUAL). EL CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USINC "STRONG -BACK' FUMBLE COUPUN6S (FERMCO OR APPROvED EQUAL). C. PVC k C900 PVC MAIN -- CUT iN NEW TEE uSING RIGIp COUPLINGS OR CORE -DRILLED PATH A ROMAC SADDLE (OR APPROVED EQUAL), D. DUCTILE INCN MAIN - CORE -DRILLED WITH A RnIAAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MAN+iOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL DE CORE -DRILLED. 3000 w k31,0[r,j' HORIZONTAL 6..J.iIN. `SEWER MAIN MAIN OF TEE AT MAIN BETWEEN 25, AND 45' NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2,5' COVER AT PROPERTY LINE 4R 3-5' LOWER THAN FHE LOWEST HOUSE ELEVATION, NHIOHEVER IS LOWER STANDARD SIDE SEINER STO.PLAN '406.1 _ a PUBLIC WORKS WpQvm. DEPARTMENT INSTALLATION 4.11 (SEWER MAIN TO PROPERTY LINE) 9 PREFERRED C n909NIEEROXG, LLC CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR@GMAIL.COM NO. REVISION EXISTING VATEO LINE TESTING DETAIL EXIS71NG W4TER LINE FINAL CDNNECTIiIN DETAIL PLAN VjFV TiCAL CROSS(MJxFL7 FOR POLYPICGING BLIND FLANGE ON TOP WITH 2'TAP S 2'PLUG BLIND FLANGE ON BOTTOM 1MJI PLUG WITH e' TAP R 2' TEMPORARY BLOW -OFF 'ORARY BLOCK SINGS r� AfrER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP, SLDCk L BLOW -OFF 3 1;ONNECT WITH SLEEVE 0,I) $ D.I. SPOOLS FINAL CONNECTION SY CITY FORCES EXISTING HATER LINE PTTBT iC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN — 300.3 DEPARTMENT IN -LINE TEE 8 TWO VALVES AIARC'H 201 D 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC. NC. BCF SERIE5 MS80F 1324-18 ATH 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EOUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FCR TOU04REAQ PIT LID (SEE DETAIL A -A) g' LAIN 12" MAX FINISH GRADE . m c fSz 36" MIH COVER i NEW DUCTILE RUN WATERY AtN CITY P-MVATF RPMO P7RNC JIN UWMPRQV�t NIGHY OF J WAY INSTALL METER 13DX AT PROPERTY LINE WITH T2" LONG COPPER TAILPICCL w a SIDEWALK w TOUCHREAD WATER METER TO BE T2,. SUPPLILD Y THE l cc CITY TYPE 'K" SOFT 3 � �fj COPPER - TUBIId� kF SERVICE LINE TO HOUSL IS 3/4" OR 1' TO I3E INSTATLED IN THE FUTURE GALVANIZED lNSTAU_ FORD C14-33 0R 44 FIPT x COMPRESSION COUPLING L-LODP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP "TH BALL VALVE. FORD GOPPERSETTER FOR 1" METER: FORD V5H72-15W-44-440, 6R TAPERED THREAD (CC). OUICK JOINT McDONALD BRASS: 21-415W=44. OR MUELLEF� I-B-2470-2 BOTH INLET AND CUTLET WIH QUICK JOINT PADLOrK WINCE ON (1" FBIGDO-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SKALL BE WITH QUICK JOINT. N OTE: ALL METER B05(ES INSTALLED YATHIN CONCRETE OR PAVED OR14WAYS SHALL 9C CAST-IRON EQUAL TO OLYMPIC FOUNDARY. ExpmsON J+UIFzTs MUSH BE INSrALLE-D oN BOTH SIDES OF METER EQK. LAW N OTE; THE CENTER ❑F THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB - PUBIC WORh19 .I + -- DEPARTMENT RILL 2" DIA_ F+DL.E FOR AMR (AUTOMAnc ETER READ) TCIIIC'#iREAD PEACE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE 4F PIT LIO 1" WATER SERVICE SM. PLAN — 320.1 NIOVEM13ER 2009 A PLAAN VIE WATER 12' MIN. 18' MO. 12, SEE DETAIL I" i J >. rt h SECTION A —A >— VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD � OPERATING NUT "@ "WATER" CAST INTO IT 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4—I4" 01A, 1 f8 MIN. THICKNESS 2 PIECE CAST IRON VALVE BOX, RICH—SEATTLE TYPE 1„ STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED �� t/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATION NUT FXTENS[ON NOTE - EXTENSIONS ARE REQLIIREO VMEN VALVE NUT 15 MORE THAN THREE {3) FLET BELOW FINISHED GRADE. EXTENSIONS ARE TO 13E A MINIMUM OF ONE (1) FOOT LONG- ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED A5 NCTED. AND PAINTED WITH TWO COATS OF METAL PAINT, VALVE STARKER MOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 24" VALVE MARKER POST WHITE POST ` PUBLIC WORKF VALVE BOX. MARKER & OPERATING SM. PLAN -Boa * .+ DEPARTMENT NUT EXTENSION MARCH 2010 SCALE: 1 "=30' SAL: WD M71"I CITY OF IWO RENTON am _ DATUM AT FULL SOME ELEV-185.20 planning/Building/Public Works Dept. F NOT ONE NM SCALE ACCOPA*MY LEEOPMENT ENGINEERING WASTEWATER UTILITY o vez 07/20/2020 Ann Fowler 07/28/2020 0 0o Q Q 0 00 Q a a FmMwitchell ATER UTILITY 07/28/2020 a Kp DEVELOp[�MEM7 SLf-IIOR7 pL 7 �� 8/2019 1825 25 NE Mhi & FTELOBO' BOOK � HEHTO0 K1 %TIMED PmD DRWM No- AGE � C-19 " 19 OF 22 W-408906 T 1 U 0. WATER PLAN iSENERAL NOTES Standard Plain ft 3W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUMON. TIHE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2- "EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWI5E NOTED. THE CONTRACTOR SHALL CALL 1-80"24-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IM PROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CEEY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 25C AS PER ANSI/AWWA C11O/A21.10-82. ALL DUCTILE IRON PIPE ANU FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C1D5 STANDARDS, 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-IIYCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE fib INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TESI METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND SS PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD, 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALA14U HOR17ONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-1.065 (OR 51MILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RON THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALLSUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-GFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL 13E MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN 00"NG MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORDS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 14 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FrMNGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTFON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR 5HAL1 PROVIDE AND INSTALL 5ACKFILL, CONCRETE' BLOCKING, AND CDMPLETE SURFACE RFSTORATION- STD, PLAN - 300.0 pUBr rc WORKS WATER PLAN GENERAL NOTES I]EPAI2TMEN1• MARCH 2O10 MARKER MARKER 1 � r I TWU LAIyE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) DARKER FOUR LANE ROAD OFF5ET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 71 RAISLO PAVMENT MARKER TYPE 88 AB STiMSONITE TWO-WAY (BLUE) MARKER t ON SIDE STREETS WHERE THE HYDRANT 15 WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER 15 TO BE INSTALLED ON THAT MAIN STREET MARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 15 ON (4" FROM DOTS OR PAINTED LANE DIVDER) + PUBLIC WORKS HYDRANT MARKER LAYOUT STD. PLAN- U0.3 DEPARTMENTn MARCH 2O10 GENERAL NidTES: wAmmum DISTANCE DETKE]N SPAC€pS SHALL BE 5 FEET ON CENTER. 1. ALL NEIHLY�NSTALLED AND NEWLY -REHABILITATED IPUBLID AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANSOF REMOTECCTV. CCTV INSPECTIONS AND REPORTS SHALL HE SLISMITfED TO THE CITY OF RENTON INSPECTOR [., BOTH ENDS, -OF CASING VIITH AASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS-ANDIOR PAVEMENT PJANUFACtURED RIJBBER SEALING DEMCE. 2 THE CONTRACTOR SHALLPERFORMALL CCTV IN5PECTIONSINACCORI]ANCE WITH THE NAT40NALASSOCIATION OF SEWER SERVICE MOML W BY PIPEDNE SEAL & INSULATOR COMPANIES(NASSCO I PIPELINE ASSESSMENT CERTIFICATION PROGRAM IPACPi. OR APPRDVIM EQUAL. 8. ALL CCTV CPERATIDRS SKALL HAVE CURRENT NASSCO PACP GERTIFICATIDN. PLAN END SPACER AiAlSlklllki OF 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANIMNET COMPATIBLE FORMAT DATABASE USING THE LATEST SDFIWARE VERSION 12' FROM ENV QF �,ALNG {T YP,} J AND S JRMITTED WIT H ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HOD, OVD, OR FLASH DRIVE 5- ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +I- TWO (21 FEET OF THE MMA5UREb LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6. ALL OWNEII AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY ANP ACCURATELY ENTi=f EW ON ALL CM V REPDATS. WORK NOT FOLLOWING THESE SPEC1fICAT1ONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REDUIRED TO RE -CCTV THE WORK. 7 THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE. LOGS, ELECTRONIC REPORTS. ETC- _ NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE rNSF ECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CCMINECTIDN, STRUCTURAL DETERIORATION. INFILTRATION AND INFLOW SOURCES, AND DEPOSITS. BUT SHOULD NOT, AT ANY TM1E. BEFABTER THAN 30FEET PER WNUTE, EXCEPT As NOTED oTHERWISE IN THIS DOCUMENT ONE SPACER SHALL BE PLACED CM THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING 8 W CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATICUF OF FEATURES THE LIMIT UP INSERTION INTO THE BELL. WHEN IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL 9E Di$PLAYED AND DOCUMENTED ON THE VIDEO ALL PACP OBSERVATIONS THE, ,JOINT IS C416IP E TE, THE $PACER SHALL K SHALL BE IDENTIFIED ELY AUDIO AND ON A PACP LOTS. ALL VIDEO MUST BE CONTII41JOUSLY METERED FROM MANHOLE 7D MANHOLE ALL IN CONTACT w11TH THE BELL OF THE JOINT 50 VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO'PAU8INW OF THE VIDEO RECORDING DURING TIIJLT THE SPACER PU%KS THE JOINT AND EACH PIPELINE 1 SPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE. AND RELIEVE$ 0011APRE559IN VA THIN THE JDINT, OBSERVATIONS ARE SEEN AND LOGGED S. JUST PRIOR 74 9EGNr4lNG THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL 8E INTRODUCED n4TO THE UPSTRPAM NAMHOLE OF EACH PFPF SEGWK7 LINTIL IT IS OBSERVED AND RECORDED FLOV49NG PAST STEEL PIPE CASIN6 (MILL PvPE) CR DLI IRON - THE CAMERA'S FIELD OF VMIDN 1N ITS ENTIRETY. 10. THE CCTV CAMERA SHALL RAVE WATER -LEVEL MEASURING DEVICE (BALL CYLINDER, ETC.) ATTACHED THAT HAS P4' MARKINGS TO USE 2 STAINLESS STEEL NOSE CLAMPS TO MaAK RUBBER SEAL SHOW THE DEPTH OF WATER INTHE PIPE DURING THE CCTV INSPECTION (1 ON -CARRIER PIPE AND I ON CA$JN(-, PIPE. 11 ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION CARRIER PIPE 12 PER CITY OF RENTON SPECIFICATION 7-08,30A. SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN irk' OF PONDING TO BE CONSIDERED ACCEPTABLE -CARRMR PIPE DiANETER ` 6` $' 1U' 12" CASING DIAMETER (PUSH -ON JOINT CARRIER PIPE} 10` 12' 14" 1$H 2iY STEEL 'CAMNO THICKNESS 0.25, tL25" 0.25, tL25" 6.25' SZACER BANG VdDTH B' JS' S" B` B' NOTE, 1. CASING SPACERS SHALL BE 'CENTER POSITIONING' TYPE CASCADE WATERYADI#45 MF1G OR APPROVED EQUAL 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 3, RUNNER HEIGHT SHALL BE SIZED TO PRQ'ADE: A MINIMUM EL75' BETWEEN C',ARRMR PIPE BELL AND Oh!)NG PIPE IhALi AT ALL T1UES. B. MINIMUM I" 9JEARANCE BETWEEN RIJNNER� AND TQF QF CA4N5 WAIL T4 PREWENT JAMMING DURNG INSTALLATION- 4. STEEL CASING DIAMETERS ARE "OUTSIDE D kAMETER" FOR 116' AND LARGER. 5. SPAICER BAND KWDTH SHALL BE 1 Y FOR CARRIER PIPES THAT ARE 38' DIAMETER OR GREATER. 5. FOR 0%RRIER PIPES EXCEEDING 12' IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY AN ENGINEER. 7. FOR STEEL CA51NG, PIROMDE SHOP -APPLIED ANTI-COh4R05vE ODWING ON CASING EXTEMOR OONFORIJING TD AWWA 210. PROOUOT SHALL CC TNE►qCC HI-OLNLO TN[mE-rk SEMIS 41$H-41� OF APPROVED EOVAL. MIMMUM COATING THICKNESS SHALL BE 15 -WILS DF I. 6, 57EEL CASINGS SHALL E:fTEND A 611INIUUM OF 5 FEET BEYOND ANY VOLL5 OR STRUCTURES. 9. pRIVATIE LATERAL. ONLY`. CnNG SPACERS ARE NOT KCUrMO AS UOf+D AS THE LATERAL CBFACp PIPE OUE'S NOT HAVE SELLS TMAT PALL FALL VATHIN THE LENGTH OF THE CAS04G. END SEALS ARE REOUIRED FOR ALL LATERAL -CASING PIPES. UNLESS orHERWLSE wur A, RRA4AING IS Ncr TO SCALE INISI STD. PLAN - 266.OQ STD. PLAN - 412 PUBLICPARWORKS CCTV INSPECTION SPECIFICATIONS P a 9/28/2018 1 PUBLIC WORKS CASING PIPE DEPARTMENT GAZ DEPARTMENT FOR MAIN LINES & LATERALS GAZ S/1112019 I DATE HULL w..e�n.,�,sr Dnrl: WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW -- CONCRETE BLOCKING TWO PIECE CAST IRON VALVE EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90" ELBOW IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX I' I PLANTER OR CAST IRON BOX IN Pi- OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 3090) GROUND LINE CONCRETE SIDEWALK 6" MAX. � � � ^ f� ° ` O°-oq� o0 oW>r 0,00 '0.0' o00 INSTALL 4 MIL POLYETHYLENE 18" MAX. °a °°p o'°°d°0° 'fl0 ^¢oIo J6 PLASTIC COVER OVER WASHED pco trooa:. 000�'oo�; GRAVEL. CUT HOLE FOR PIPE o o -0 o 0 0 0 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TLL AND 90' ELBOW. 2" 90' ELBOW PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.1 �NTo� DEPARTMENT PERMANENT ASSEMBLY MARCH 2O10 J' PREFERRED � C�nN1C��nNIC�C�G�3�nN109 L�L�� CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR@GMAIL.COM NO. REVISION TEMPORARY 2� GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION WWI . INSTALL 2' ;'LUG ON TOP BLIND FLSd+1G€ AFTER REMOVAL OF POLYPIG 3 FT MAN, COVER 10-INGH DIAMETER AND UNDER) 4 FT WIN. COVER 12-INCH DIAMETER AND OVER) J NEW WATER LAIN POLY�PIG VERTICAL CROSS FOR POLYPIGGING STATION: SITE 'OF VERTICAL CROSS SKALL BE THE SANE AS SIZE OF MAIN LINE VERTICAL CROSS (W x FL) ONE BLIND FLANGE C: TOP OF CT M WrrN 2' TAP & 2' TEWPDRAR'Y BLOW -OFF ASSEMBLY (REMOVE "-OFF ASSIELIBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING VOLY-PIC") ONE BLIND FLANGE ON SCITTOM OF CROSS ONE PLUG (MJ) ON END V CR455 COW-RCTY BLOCKING ALL DEBRIS AK;D POLYPoGS SHALL BE REIAfl4ED FROM SUMP OF VER7CAL CROSS BEFORE DISiNFECPON OF NEW WATER MAIN fPLIBIAC WORKS ' DEPARTMENT POLY PIG STATION FOB CLEANING OF WATER MAINS 1 "=30' ONE NCH AT FULL SMILE F NOT ONE NCH SCALE ACCOPA*MY STD. PLJ1N - 3W.$ MARCH 2010 :12 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4,875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK 0 ee 2 EXPANSION JOINT AT BACK OF EWALK /-OR PLANTING STRCONCRETE IP 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CRETE BLOCKING CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT L7 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY D ONE MAN ROCK- 1 6 TE PAD LEVEL ALL GROUND MIN 3' RADIUS a3 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL VlEffnCAU M- "�N� L'°°°' CITY OF 4j DATUM RENTON ELEV=185.20 Planning/Building/Public Works Dept. FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 MARCH 2O10 DEVELOPMENT ENGINEERING o WASTEWATER UTILITY jchavez 07/20/2020 '� Ann Fowler 07/28/2020 LIB WATER UTILITY M. Mitchell 07/28/2020 (D 101 DDEVELOOp EM7 SHOGff FIL A7 1825 nnN E � o ��G�� & INMIJVj���nMKK V A DFAU a DATE_ 6/2020 "Em" 1G BOOK PAGE PAGE DRAWNO NO: C-20 a SHEET: OF: 20 22 1 z U W-408906 Qe 0 0 0 0o Q a 9 9 9 V L/ 0 z 0 0 0. FACE OF CURB 8 12' 512- !_1. 112" R. 1' R. 1:24 1 1 TOP OF l0 112" R. ROADWAY t� 1 � t V-6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12 FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12"R. ROADWAY 1 iO 1 1 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8" 6• CEMENT CONCRETE 1R" R - 1"R. SIDEWALK RAMP VARIES OR LANDING FROM ; 6"T00 1 6" r 318'PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _612-- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1• 12'R. ROADWAY 2" r 1 To 1 1 - 6" - t DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB y • • GUTTER SURFACE •may . •r • ••� f Ap ,► s ' PREMOLDED • JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6 1/2 _ 512• V 12' R. _ _ VEIL 1 1 TOP OF ROADWAY t 81/4" _ CEMENT CONCRETE TRAFFIC CURB �----- 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. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKSSTD. CONCRETE CURBS DEPARTMENT Nh pFFERE BID. Fcums 13E1EVAALK RAIAft, E 'All. VMf,311L!l NOTE T,_ __ �LIP1 13EE NOK A --'- (SEE NOTE I DRATWAY 1ilEouweo ss EAPANSaN AOM(rYP4 CE 1sEEsi rwllEat to sc � 1 � fEE NOEE s .- Eta rnETE nrlul( u -" SEE NOIE I CELlM C011CRETE RW.•W1M LAN IV B CURE SOumot JJJ SLOPE ITYP I :SEE NOTE TI sa• cu'WCTION JOINT (TY► I IEEE STOPLAN IM PLAN VIEW vAR[a !- 1• /i8i 14 ^ S s% LOA $EE NOR E OPIPI I rMN ram ESEN CT CONCRETE !• Aw ossimSEa cum a a "M E�,�yRYP I ove 1101E R \ - SECTION (R 1 KE!! ETo. PLAN ML 1a Rmrl vAo1N r t w ��+• r1_ tlrt AIM TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CE1iM CONCRETE CUM • OUTTM (SM 1001131 IL + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPE RIB -- FN'T For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 PPR06YED t 1 Gregg 71mmermai, Pubkc Works Administrator SEE NUM2 /S•R X 5/WO DUMMY JOINT SEE NOTE2 2 _ 0' ie I'1,14 3/9- PREMOLOED JOINT FILLER (TYP) CONCRETIE _J CU SAMIDOUTTER PLAN VIEW CIENTERLINEOF FACEOF FRAME lIOW1TH 61 2" 13• - MATCH FRAMEAND ORATE - NOT INCLUDED 1/2" R. 1• R ROADWAY IN CURB AND GVITERI11OITEM SLOPE ' 3 iO TOP OF • I t" R. .I 11QOE'68 ROADWAY u.'•,• T•-•••' AWUSTMENTSECttON-NOTINCLUDIED ►• o' INCURBANDOUrOMEDIIEM CATCH &LBIN -NOT WOLUDED a .', IN CURS AND OUrTER BIDITEM SECTION O GENERAL NOTES: 1. The intent of this design Is to facllhato the removal = of a catch basin with minimal disturbance of the curb. 2. The ex anslon joInts of the adjacent sldewalk shall be adjusted to be In Ilne with these curb expansion joints. ISO!4E41C VIEW I' �_1�/ CEMENT CONCRETE CURB SM. PLAN - 101.1 PUBLIC i90RKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS DA A CURB RAMP WIDTH 4'- 0" MIN. LAND TC MATCH CURB RAMP WIDTH - SEE CONTR T PLANS / LANDING I / GRADE BREAK LANDING / CURB RAMP GRADE BREAK SEE CON CT PLANS - CEMENT CONCRETE SEE CONTR T PLANS - 4'- 0" SIDEWALK - SEE NOTE 5 O" MIN I / PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 / (TYP,) SEE CONTRACT PLANS - \ 4'-0"MIN Y FLARE (TYP) 3/8" EXPANSION JOINT (TYP) -SEE 3/8" EXPANSION I - CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP) - SEE I t -" u, STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - yS. * SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - -/ / __ _ - CURB, OR CURB SEE NOTE 4 / - - I - AND GUTTER - 11 DETECTA WARNING SURFACE - SEE NOTE 4 B FACE OF CURB SEE STAND D PLAN F-45.10 -/ FACE OF CURB MEAS D PARALLEL J DEPRESSED CURB AND UTTER - TO CURB (TYP) CROSSWALK SEE NOTE 4 J w 0 z UJ w LL ED m a L \ 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE RAISED EDGE DETAIL sloEwauc LEVEL 1R' EXTEND SIDEWALK TRANSVERSE 7'-D' 1'.o' 3/3-(IN) PREMOLDED JOINT FILLER 12- ON) R. JOINTS TO INCLUDE RAISED EDGE TVPICAI WHERE APPLICABLE ROU DING 2J-_o% 1 12' (IN) R. (TYP.) FOR CURB DETAILS •► ••• + I LA SEE STD PLAN 101 8P • �p\,1 .w ,ti..r , ,EXISTING ROADWAY 1'(IN)R L'' r.•:•. S,L0101' _ /CRUSHED ROCK BAS SEE RAISED EDGE 1' • 0' SIDEWALK DETAIL - THIS SHE LTYPICAL UNDER •• CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT MIN SIDEWALK OMPACT TO 95% MODIFIED PROCTOR ��Es] WITH RAISED EDGE (UNLESS REQUIREMENT L UN WANED U `/ ENGINEER) TYPICAL UNDER ALL CURB, 12- (IN) R. (TYP.) GUTTER 8 SIDEWALK. CSTC UNDER � 20% t „ FOR CURB DETAILS CURB 8 GUTTER TO BE 6 TMICIWESS OR 1.5% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK �q 01 ,;r-,K , BASE. WHICHEVER IS GREATER (TYP. FOR ° f�t • •• • •• !•7 ALL CURB a GUTTER) FINISHED GRADE V (IN) BELOW SIDEWALK t TOP OF CONCRETE SURFACE ADJACENT TO CURB 1' D• 1' 7 MIN RW DING 12' (IN) R (TYP.) FOR CURB DETAILS 2.0% t 'a 1.5% SEE STD PLAN 101 sg "A { BRIDGE OR PEDESTRVW_rfLri►� RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS -LVALL OR BARRIER 12- (IN) R. (TYP-) / FLUSH / I SIDEWALK 15% _ VERTICAL WAIL. - • • , . SEE D 3W (IN)PREMOIDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL PREMOLDED JOINT FILLER SIDE BUFFER STRIP TREATMENT s10EwAUK SIDEWALK ADJACENT 70 WALL DETAIL bt:t:UIMLK (SEE NOTE 10) SIDEWALK SECTIONS 12'(IN)R- 1 FOR CURB OETAILS SEE STD PLAN lot � \ •S�. R FINISH OMATCH � • ��-� � OR MATCH EXISTING ° - 4'WDE shoo 7 ot TROWELED PERIMETER FINISNED GRADE 1' ON) BELO'M TOP OF CONCRETE SURFACE FOR PLANTING- FLUSH IFPAVED O, Q� �� 10•' §'' © �\ CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) ADJACENT TO BUFFER STRIP FOR CURB DETAILS SEE STD PLAN 101 / 5 • © z 7rE' TO 114- NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian CONTRACTION JOINT . • • IN SIDEWALK ONLY ►1 accessible route tPARI bee of vertk al ► •� .?Pro ' and horizontal obstructions. Gratings, ►' ' ; Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BIDTH P CURB AND SIDEWALK (SEE S Cable Vaults, Pull Boxes and other STD PLAN [Ot.t ) appurtenances within the sklewalk s�o 3W C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL �'. •: 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted In new For other referenced NOTES see • •� ' •' _ R °; construction. When replacement work STD PLAN 104.2. -Jt necessitates a Monolithic Cement PREMOLDE y Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must Comply With E FULL DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT • PUBLIc woRKs CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT I'I(I" !;P SIDEWALK t' 1c , / 1 A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. MIN SEE CONTRACT PLANS - 4'- D" MIN 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and * BUFFER WIDTH -MATCH Pedestrian Curb details. I TO CURB RAMP DEPTH ° (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian m Curb, or Sidewalks. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - SEE NOTE 4 the running slope Of the Curb Ramp IS allowed t0 exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE _ the landing Over a horizontal distance Of 15 feet. DO not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. L9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 - SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15' - 0" MAX. (TYP) - GRADE BREAK * 15 OR FLATTER FOR DESIGN/FORMWORK (2RECOMMENDED u SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - * * o 7DESIGN/FORMWORK5%OLATTE RECOMMENDED FOR SEE STANDARD PLAN F-30.10 GRADE BREAKu 5.0% MAX- * *=a TOP OF ROADWAY * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) _ LANDING CURB RAMP - 0 v I a. . DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA r:F1I r.()Nr'.RFTF r:l IRR RAMP "TYPE rFMFIJT r 0f1Ir:RFTF r:l IRR RAMP "TYPE GtmtN I GVNGKt It PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - %� Z- SEE STANDARD PLAN F-45.10 1 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O J` pGn�3nC�I�nC�7 G�3G�C�D��/� LP�7 L n V �IIV ��fIV���011V 1�J9 0 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR®GMAIL.COM Rej ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT REVISION ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT ti 'J4 WAsyj 28680 ^c, CI STE�� \� ss/ONAI, / c I ier• scolt Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C'arpenme.lell' �L/ECKtOi. � Jun 29 2016 2:28 PM _- STATE DESIGN ENGINEER 170 Washington State Department of Transportation SW E 80 1 "=30' HaFMINIAL.' NAD IM/119Y1 CITY OF INCHRENTON I ONE DATUM e AT FULL SOLE ELEV-185.20 Planning/Building/Public Works Dept. F NOT am INCH SCALE ACCORONOLY n' LAIAI _... _..__ EXISTING ASPHF PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class 8) (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 Z jw[O A T E NON 0 DEVELOPMENT ENGINEERING f� jchavez 07/20/2020 701 I� a DATE- O O DEWELOO P M� EHT SHOn r PLOY s/2o2o 1625 25 HIE Mh 1`11LOSOM, BOOK PMB l rrom, %V I0 AGE C� C-22 DEALS a rrt 22 22