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Lr, NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON d- 042305-9391 042305-9392 042305-9393 042305-9394 `LI 042305-9395 042305-9267 Q N88'19'30"W 405.66' T10 16' - - - - - - - - - - - - - - - - 285.50' Q I I o J I I I � I I I S88'19'30"E95.27' TR/�CT :A I— g I I J 10' PRIVATE STORM PRIVATE ACCESS &UTILITIESct� co : o 7 r- DRAINAGE EASEMENT �I L2 %�QQO; .SF. '. ; ; :: J O �I TAX PARCIL F------------------� ;: Gti: L6 I M LOT3 04230590�6 _ AR—� ----------------�5----------- --- I — 0 } N I 8,817 SF F I 00 L 10' WATER I Z OR FF=437.0 I 3:o LOT 2 0 EASEMENT - o 7,789 SF y°On FF=440.0 A LOT 1 I N J .888'19'30"E ' J 042305-9307 I 10' PRIVATE STORM I I 10.00' 10.00' 8, 051 SF FF=442.0 — DRAINAGE EASEMENT I I BSBL TW-----1---------------I----J 3 I 110.26' — — — — — — ---- Q------------ - - - U) 140.50' _ N o —— ---- --- -- lu) S88'19'30"E 405.76' 145.00' 10' LANDSCAPE & PRIVATE DRAINAGE :/ 042305TR-A EASEMENT 042305-9422 042305-9421 I 042305-9420 042305-9419 042305-9077 MAC T 13 NE 20TH AVE. HUYNH CONDITIONS OF APPROVAL: 1. THE APPLICANT MUST COMPLY WITH ALL RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY MIGIZI GROUP, INC (DATED JULY 14,2017) 2. APPLICANT MUST OBTAIN A DEMOLITION PERMIT AND COMPLETE A FINAL INSPECTION FROM THE CITY FOR THE REMOVAL OF THE RESIDENCE AND GARAGE ON FUTURE LOTS 1 AND 2 IN ORDER TO COMPLY WITH RESIDENTIAL-6 (R-6) SETBACKS OF THE ZONE PRIOR TO FINAL PLAT APPROVAL. J. THE APPLICANT SHALL RECORD A NOTE ON THE FACE OF THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN TRACT A. A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 4. THE APPLICANT SHALL SUBMIT REVISED LANDSCAPE PLAN WITH A 10-FOOT LANDSCAPE STRIP ACROSS THE ENTIRE FRONTAGE OF LOT 1 IN ORDER TO DEMONSTRATE COMPLIANCE WITH THE LANDSCAPE REQUIREMENTS IN RMC 4-4-070. 5. NEW FENCING INSTALLED ALONG THE NORTH PROPERTY LINE SHALL BE INSTALLED IN A MANNER THAT WILL NOT DAMAGE THE OFFSITE TREES ON THE ADJACENT PROPERTIES. 6. A CURB SHALL BE CONSTRUCTED BETWEEN THE DRIVEWAY EDGE AND THE LANDSCAPE BUFFER IN ORDER TO PROTECT THE LANDSCAPE STRIP FROM IMPACTS CREATED BY VEHICLES. 7. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE ARBORIST REPORT PREPARED BY ARBORIST NW (DATED NOVEMBER 10TH, 2017) WHILE ENSURING FIRE DEPARTMENT APPARATUS ROADWAY REQUIREMENTS ARE STILL BEING MET. 8. LOT 1 SHALL BE REQUIRED TO TAKE ACCESS FROM THE SHARED DRIVEWAY TRACT, SPECIFICALLY OFF THE HAMMERHEAD TURN AROUND. THIS RESTRICTION SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT. 9. THE COMBINED BUILDING SETBACK AREA FOR THE NORTH AND SOUTH YARDS ON LOT 1 SHALL BE 20 FEET, WITH A MINIMUM OF 10 FEET ON THE NORTH PROPERTY LINE. 10. THE GARAGES ASSOCIATED WITH THE HOMES ON LOTS 1 AND 2 SHALL BE LOCATED ON THE WEST FACADES OF THE HOMES AND THE GARAGE DOORS SHALL NOT BE VISIBLE FROM THE PUBLIC STREET. 11. THE NORTH FACADE OF THE HOMES (SECONDARY FRONT YARD) ON LOT 1 AND LOT 2 SHALL BE DESIGNED IN A WAY THAT PROVIDES SIGNIFICANT VISUAL INTEREST INCLUDING BUT NOT LIMITED TO. EXTRA GLAZING, BUILDING MODULATION, AND MATERIAL VARIATION. THE DESIGN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR EACH LOT AND SHALL BE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE 12. HOMES BUILT ON LOTS 2 AND 3 SHALL REQUIRE AN APPROVED FIRE SPRINKLER SYSTEM REGUARDLESS OF SIZE DO TO 16-FOOT WIDE ACCESS ROADWAY. SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO THE RENTON REGIONAL FIRE AUTHORITY FOR REVIEW AND PERMITTING, IN nco mp as s 0 ENGINEERING & SURVEYING Western Washington Division ^_ 165 NE luniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax. (425) 391-3055 W Know what's below. Eastern Washington Division 407 Swiftwater Blvd.. Cle Elum, WA 98922 . Phone: (509) 674-7433 . Fax. (509) 674-7419 Call before you dig. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITYNOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR RESPONSIBILITY. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. WAWAS�jL�C n 39897 �GISTER� ZONAL 8,Z05119 UTILITY PROVIDERS: GARBAGE. REPUBLIC SERVICES GAS & ELECTRIC. PUGET SOUND ENERGY WATER & SEWER: CITY OF RENTON LINE TABLE LINE # DIRECTION LENGTH L1 SO'58'54"W 4.00' L2 N88'19'30"W 10.53' L3 SO'58'54"W 8.30' L4 SO'58'54"W 7.70' L6 N88'19'30"W 9.93' L7 SO'58'54"W 4.00' Curve Table Curve # Length Radius Delta C1 38.97 25.00 089'18'24" REVISED PER SPU COMMENTS ADDED SPU PIPE SUPPORT PLAN REVISED PER CITY COMMENTS DATED 4111119 REVISED PER CITY COMMENTS DATED 3122119 REVISED PER CITY COMMENTS DATED 211119 REVISED PER CITY COMMENTS DATED 8110118 REVISED PER CITY COMMENTS DATED 7130118 12SAW11011►d Creek Mo SE 95TO WAY E MAY SITE -:Sj Q w z N Z w 2 Q Q �A\ BL VD o oz Q � Lyl �" �� Q E 12TH ST o o M ° o o ° a a� PROJECT INFORMATION: OWNER: KATHY HUYNH 2806 NE SUNSET BOULEVARD, SUITE F RENTON, WA 98056 (425) 891-3829 ° SURVEYOR: SIEVE McCASKEY, PLS ° ENCOMPASS ENGINEERING & ° o o SURVEYING CD 00 � 165 N.E. JUNIPER STREET, QI _ 1 N SUITE 201 !� o • ISSAQUAH, WASHINGTON 98027 W = (425) 392-0250 o �00 ENGINEER: NICOLE MECUM, PE o ENCOMPASS ENGINEERING & z SURVEYING ° 165 N.E. JUNIPER STREET, D SUITE 201 30' 30' ISSAQUAH, WASHINGTON 98027 ° R.O.W. (425) 392-0250 ° DEDICATION SITE INFORMATION: VICINITY MAP ARCHITECT. PAUL MONSEF MONSEF DONOGH DESIGN GROUP 2806 NE SUNSET BLVD, SUITE F RENTON, WASHINGTON 98056 (206) 612-8647 GEOTECH: ZACH LOGAN MIGIZI GROUP INC. PO BOX 44840 TACOMA, WA 98448 (253) 537-9400 0 800 SF 10.b0'° � TAX PARCEL: 042305-9076 BUILDING SETBACKS: 30.00' _ SITE ADDRESS: 2007 UNION AVENUE NE ZF FRONT - 25 FEET SITE AREA: 32, 457 S. F. = 0.75 ACRES A REAR - 25 FEET DISTURBED AREA:32,457 S.F. = 0.75 ACRES OS SIDE - 15 FEET TOTAL ` W ZONING. RESIDENTIAL (R6) i z s MAX. BUILDING COVERAGE. 407 a W � MAX. IMPERVIOUS SURFACE COVERAGE. 5590 GROSS IMPERVIOUS AREA: 15,386 SF NET IMPERVIOUS AREA: 13,847 SF COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL MEDIUM DENSITY b s a TOTAL PROPOSED LOTS 3 PROPOSED BUILDING COVERAGE 6,086 S.F. = 18.7% PROPOSED PUBLIC STREET ` I DEDICATION 800 SQ. FT. s PROPOSED LOT AREAS (GROSS) PROPOSED BUILDING SIZES LOT 1 - 8,051 SQ. FT, 1,767 S.F. s.. LOT 2 - 7,789 SQ. FT. 1,868 S.F. LOT 3 - 8,817 SQ. FT Z451 S.F. s 1 LOT IMPERVIOUS AREAS (GROSS) IMPERVIOUS AREAS (NET) .. .. LOT 1 - 2,769 SQ. FT. 2,091 S.F. 1 o LOT 2 - 2,507 SQ. FT. 2,001 S.F. LOT 3 - 3,100 SQ. FT 2,535 S.F. s e° TRACT "A" PRIVATE ACCESS & UTILITIES 7,000 SQ. FT. CRITICAL AREAS. WELLHEAD PROTECTION AREA ZONE 2 PROPOSED NET DENSITY. 5.32 DU/GA MAX ALLOWABLE DENSITY• - 6 00 DU/GA INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1: 22, 000, IN ACCORDANCE WITH WAC 332-130- 090. REFERENCES: R1 SHORT PLAT 67115, RECORDED UNDER AUDITOR'S FILE NO. 7712130605, RECORDS OF KING COUNTY, WASHINGTON. R2 RENTON SHORT PLAT LAU14-000916, RECORDED IN BOOK 348 OF SURVEYS, PAGES 192-194, RECORDS OF KING COUNTY, WASHINGTON. R3 PETETT MEADOWS, RECORDED IN BOOK 203 OF SURVEYS, PAGE 38-40, RECORDS OF KING COUNTY, WASHINGTON. SHEET INDEX: PARKING REQUIRED: - 6 SPACES (2 SPACES PER LOT) LEGAL DESCRIPTION: TRACT 1, KING COUNTY SHORT PLAT NO 677115, RECORDED UNDER RECORDING NUMBER 7712130605, RECORDS OF KING COUNTY, WASHINGTON, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PROPERTY CORNER COORDINATES: VERTICAL DATUM: NORTHEAST CORNER NORTHING: 188814.487 EASTING: 1311371.256 SOUTHEAST CORNER NORTHING: 188734.493 EASTING: 1311369.885 TITLE SHEET COVER SHEET I SITE PLAN I OF 10 BOUNDARY/ TOPOGRAPHIC SURVEY 2 OF 10 TESC PLAN 3 OF 10 TESC DETAILS 4 OF 10 GRADING / UTILITY/ DRAINAGE PLAN & PROFILE 5 OF 10 CONSTRUCTION DETAILS & NOTES 6 OF 10 CONSTRUCTION DETAILS 7 OF 10 CONSTRUCTION DETAILS 8 OF 10 CONSTRUCTION DETAILS 9 OF 10 SPU PIPE SUPPORT PLAN 10 OF 10 NEM 61101191 NEM NEM 617119 NEM SURVEYED: SDM SCALE: It) = 20' NEM 3127119 NEM DESIGNED., NEM NEM J16119 NEM NEM f2119118 NEM DRAWN. LFM ONE INCH NEM 9121118 NEM CHECKED. NEM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: CJA VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 DATU M Cl TY OF 12`P] RENTON • Planning/Building/Public Works Dept. NA VD 88 BENCHMARK: CITY OF RENTON VERTICAL MONUMENT 0159 ELEVATION=415.95 FEET CITY OF RENTON VERTICAL MONUMENT 1891 ELEVATION=454.09 FEET BASIS OF BEARING: N01'56'05"E, LINE BETWEEN CITY OF RENTON MONUMENT 1838 AND CITY OF RENTON MONUMENT 1891 CN n 00 R- 401501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J EdchrTisten WATER UTILITY ESURFACE WATER UTILITY � � 04/09/2019 ah 04/12/2019 Ecthomas ONAL FIRE AUTHORITY 46 oti WATER UTILITY . _ APPROVED `gip o= "� (� 1,11 agafour 08/09/2019 04/09/2019 .Ea�`� DATE: HUYNH SHORT PLAT 8105119 L UA 17— 0 0 0 85 5 nELDBOOK., N/A PAGE: NIA DRAWING NO: COVER SHEET / SITE PLAN 17597 SHEET: 1 OR 10 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E, W.M. FOUND VON IN CASE NE 24TH ST BRASS DISK Ln COR MON. 1838� CITY OF RENTON,.STATE OF WASHINGTON C) z z ir wl 0 5 10 20 QD kam LO U- 00 w cn SCALE 1 20' NE22NDPLACE ZMo , L F�0711,TND MON IN CASE BRASS DISK----' COR MON. 1891 P Cq to r� VERTICAL DATUM: LO z NAVD 88 FOUND MON IN CASE BENCHMARK. BRASS DISK CITY OF RENTON VERTICAL MONUMENT 0159 DOWN 0.9' ELEVA 710N=415.95 FEET CITY OF RENTON VERTICAL MONUMENT 1891 NE 21ST STREET ELEVA710N=454.09 FEET SSMH R I M = 4.4-5.5 9' BASIS OF BEARING: C) CENTER OF' 8" CONC T' Vn) N01*56'05"E, LINE BETWEEN CITY OF RENTON MONUMENT 1838 AND CHANNEL K S.)=432.19 CITY OF RENTON MONUMENT 1891 cr) INSTRUMENTATION: 042305 9391 1 042305 --- 9392 042305-9393 042305 9394 0423059395 042305 --- 9267 FOUND REBAR WITH CAP . . . ...... ................. INSTRUMENT USED: 5 SECOND TOTAL STATION. LS# 2238B, (CPI---"-- ....... f-IM .............O 08' S OF PRO LINE .......... . 04 FIELD SURVEY WAS By CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE CRONES SET REBAR CAP FOUND REBAR WITH CAP 0. FENCE ON ....... . OF LOOPS WAS 1:22,000, IN ACCORDANCE WTH WAC -130-090. z 332 0,50' S X 0 71' E/1 07 PROP LINE LJ 01F�N-CE tQR - z F-- w I r Cf) , 1.''.. 2 �O I z 'n uj *0 OF PROP. Li uj C5 --,i Y) V) w "i-0 UJ 0 -J0�15' W*,OF.... -AVE Li 6 w OP COR SHE Ll- JPFI I ',' n uJ U (_)6 z 1 L.Li (f) Lill V) D z z eA _N _5 V) Li j- Lj C5 REFERENCES: rr 0 LLQ Ste" Ify d 7-'- ......... w * F 0 881 9'30"W 405.66' LX ...... .. . ..... .. .... . ..... ... - 2f D1 RI SHORT PLAT 67115, RECORDED UNDER AUDITOR'S nLE NO. X FENCE COR. ......... ...... 7712130605, RECORDS OF KING COUNTY, WASHINGTON. V > vl, APS POTHOLE LLJ GR %qQN SHORT PLAT LAU14-000916, RECORDED < W�YSj PAGES 192-194, RECORDS OF KING COUNTY, ......S ... I'OP OF 7,OFS$VgL 1.0, S 0- < ADE ELUMTICIR& IN BOOK 348 DROP. COR. LLJ ,u" 777. 77. Ca— . ...... ..... .. BOTTOM 0WA_WWW- 77 RAILROAD] RAILROAD./ w. ........ .. J ... ...... TIES TIES . . . . . . . . . . . . . . . . . �77. . . . . . . . . . . . . . . .777 . ..... RAI'LROAD ........ .... ... . 4 ........ ... ... ..... ..... .............. ....... ....... ... ...... . ................ ................ R3 PETETT MEADOWS, RECORDED IN BOOK 203 OF SURVEYS, ................ ...... ......... ......... ...... ................ ......... .. . . . ..... .. .......... V . PAGE 38-40, RECORDS OF KING COUNTY, WASHINGTON. ................. ... . ...... NCE CORNE T:- T-:77'.7'7�=—Z.-J"._-_�� T, ORDINATES: �4' W, Of:� T T. ,PROPERTY CORNER CO PROP: [J NE'' ....... -GRASS-' WOOD 10 . . ........ . CO N 'EAVE� [FENCE.CORNE9. NORTHEAST CORNER ().t3' W OF STEPS ....... ��N P TAX PARCEL NORTHING8870 6P�OP.. -LINE. 00FENCE 0423059076EAS71NG. 1311371.256 EAVE �D ... 1�.' BLDG .. ........... -TEPS S. SOUTHEAST CORNER 0.9'W 7.7 . . ...... . ..... ... .... -,d ...... NORTHING.• 188734.493 Go - W., . ... I � I I.,......, I 1 .1. . .. . 11. C DECK LO EAS77NG. 1311369,885 LO t GRASS� ........... FENCE ...... ............ ............. .. ".. I 1 .11 ... I 1 0 - . . I EAV -EAVE 0. 2'W V). Z * I . , . . . x ... z 0 PP W ...... v 042305--9307 B; )G w W. . W W. 'VI w .30'. FENCE COR. �EAJE V) 1. C 8 T- 2 0.5' S X 0.1, --- ....... FENCE CORNER RN=4-40.97' - PROP. COR. Of' ....... . ..... - 18" CMP =435.37' 0.5' . Y , . .. . .... . I IE (N.� 112" CMP =435.87' ...... OF PROP. COR.�' 19'30 E 405.76' Ld 'I'S8, Li V) Ld f Cf) Ll SD z Z CNI _CN Z, (0 .-1 ui 0 z 0 -) v) (_3 �r) T f 1 f r I.Ai ul ul. Ld 7- co Lu V) LLJ Uj LLJ LJ Ld L b- (D LJ M w Ci Lj ci CO L0 0- q 7--) (-) - (,) U- LL C) ..... ......... .. ud LL LL, w z -4 z Z n Z. Z Ln LLj Q) U V) z 0 W z Z 00 z Ld L�. ci !..Lj L.IJ -0 . ....... . Ld cn ....... :D CB T-1 FNDPK NAIL_ W/_ Li 042305TR-A 0423105 9422 042305-9421 FOUND REBAR W! fl-4 CAP 042305 9,11-20 042305-9419 �HANSEN WASHER ...... RIM=441.03' SET REBAR/CAP Opp ...... E (N.) i2'! CMP =437.4.8' 0.04' N OF PROP. LINE ........ R coqc IE (S.) 12" CMP =437.48' 2.00' OF'f::'SEI'* 1""AS' I.IE "E.) 6" PVC =438.03' j OF PROP. CO §!. 042305 < ........... _j ...... .. ..... . U.1 ......... .......... C) .......... ............ 14 V) . ... . . . . < . . . . . . . . . . . LEGEND 9_SMH FOUND MONUMENT IN CASE LjJ (n RIM=439.93 CEN TER OF 8" 1011 FOUND REBAR & CAP < _j I ...... CONC. CHANNEL 0- .............. . S N., S., & NFE.)=430.75 MEASURED I .... ..... .. r -' FINISHED FLOOR ELEVATION ........ S...... S ... V) ..... ...... .. WATER METER COZ) FET "4 17 SEWER MANHOLE Q - D- STORM MANHOLE CATCH BASIN X •Encompass I ENGINEERING & SURVEYING N .19 Western Washington Division WA09MI'l ■Phone: IA?Cl 707-0250 a raY- 1.470391-30SS lbarmiuniperalro aullczul 01.0awdli, Eastern Washington Division Know what's below. Blvd. - Cie Elum, WA 9SY22 - Phone. (SOY) 674-7433 ■ Fax. (509) 674-7419 Call before you dig. 407 Swiftwater UTILITY POLE ls) < CD LJ , ME R- 401502 lll___�� UTILITY POLE WITH LIGHT T1 (N 0 ........................................................ STORM LINE SEWER LINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ln CA- ............................................................... WOOD FENCE 0o CITY OF RENTON 0159 (D Of x WIRE FENCE FOUND MON IN CASE 0 BRASS DISK z Cx:�Z*l ROCKERY NE 12 TH S T DOWN 0.7' 7101 ON DECIDUOUS TREE4 3 =9 9 10 Cn 7 REVISED PER SPU COMMENTS NEM 8105119 NEM :I:_- F NEM 6110119 NEM DAM 6 ADDED SPU PIPE SUPPORT PLAN SOUL. 8105119 Z 5 REVISED PER CITY COMMENTS DATED 4111119 NEM 617119 NEM SDM WERMA. MW lQW HUYNH SHORT PLAT tl� " — 1 20' mmzw&- Mw IWINI Cl TY OF Mmm' NIA PER CITY COMMENTS DATED 3122119 NEM 31271191 NEM_ mawm., % 4 REVISED NEM IWO LUA17-000855 PME. NIA 3 REVISED PER CITY COMMENTS DATED 211119 NEM 316119 NEM RENTON cmw o M wor 2 REVISED PER CITY COMMENTS DATED 8110118 NEM 12119118 NEW LFM ONE M I DATUM 17597 1 REVISED PER CITY COMMENTS DATED 7130118 NEM 9121118 NEM AT RU SM Ir I Planning/Building/Public Works Dept. BOUNDARY TOPOGRAPHIC SURVEY NEM JF gar ow #= of NO. REVISION BY DATE APPR Omvm SGUE ACCOOMY 2 M101 CJA L i 042305-9391 042305-9307 Know what's below. Call before you dig. 042305-9392 042305TR- A 042305-9393 Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 ■ Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Clc Elum, WA 98922 • Phonc: (509) 674-7433 • Fax: (509) 674-7419 042305-9394 042305-9422 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 042305-9395 042305-9421 Trn 11 1 rn r. IM. x x x EXISTING R.R TIE WALLS 042305-9420 FILTER FABRIC PROTECTION TREE PROTECTION CLEARING LIMITS SILT FENCE APPROXIMATE CUT/FILL VOLUMES CUT 50 C. Y. FILL: 100 C. Y. DISTURBANCE AREA 0.55 AC. o W�M�C� �a 0 4" sT'��° w �SSION-Al, 8105119 7 REVISED PER SPU COMMENTS 6 ADDED SPU PIPE SUPPORT PLAN 5 REVISED PER CITY COMMENTS DATED 4111119 4 REVISED PER CITY COMMENTS DATED 3122119 3 REVISED PER CITY COMMENTS DATED 2/1/19 2 REVISED PER CITY COMMENTS DATED 8110118 1 REVISED PER CITY COMMENTS DATED 7130118 N0. REVISION 042305-9267 042305-9419 042305-9077 10' LANDSCAPE & PRIVATE DRAINAGE EASEMENT CONSTRUCTION SEQUENCE: LEGEND 1. PRE -CONSTRUCTION MEETING. O FOUND MONUMENT IN CASE 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. ® FOUND REBAR & CAP 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. (M) MEASURED 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). FFE FINISHED FLOOR ELEVATION 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE ® WATER METER DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. QS SEWER MANHOLE 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. Q❑ STORM MANHOLE 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SO THAT ❑ CATCH BASIN THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. ¢ UTILITY POLE 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY DURING WET SEASON WITH STRAW, UTILITY POLE WITH LIGHT WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. STORM LINE 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE SEWER LINE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. 13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE WOOD FENCE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. x WIRE FENCE � ROCKERY CA DECIDUOUS TREE NEM 8105119 NEM NEM 6110119 NEM NEM 6/7/19 NEM SURVEYED: NEM 3/27/19 NEM DESIGNED: NEM 3/6/19 NEM NEM 2119111 NEM DRAWN: NEM 91211181 NEM CHECKED: I:�'W.Jrr=r►»ca ..... x 0 z 0 5 10 20 SCALE 1 " = 20' EROSION CONTROL GENERAL NOTES: 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED 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. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. STRUCTURAL NOTES.- 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. R-401503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 08/12/2019 ' SDM Ste: 1 = 20' VERTICAL: NAVD 831 HORIZONTAL: NAD 1983/1991 CITY 0F H U YN H SHORT R T PLAT DATE: 8 05 19 / / NEM ` LUA 17- 000855 FIELDBOOK: RENTON PAGE: N/A LFM ONE INCH DATUM • Planning/Building/Public Works Dept. TESC PLAN DRAWING NO: 17597 NEM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CJA SHEEr.3, 10 1\� • • 3 0 E 0 I I 6 R=25'MiN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS S0110FOP• 4"-B" QUARRY SPALLS GEOTEXTILE 1T MIN. THICKNESS CON STRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL PAVED T RI THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE f-J CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \ 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 1DU MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESSfEGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNVIDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZEICONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D5241) 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2,2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS 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 ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT, 2A. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS ATHREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 215.10 Agpmqk MR) PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I Pu:!k WoAI AdWIbil. w DATE Know what's below. Call before you dig. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE luniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax. (509) 674-7419 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RING. 5 E-, W.M. CITY OF RENTON, STATE OF WASHINGTON — 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C— OVERFLOW BYPASS d ' BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS d FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) �1 OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 216"30 C PUBLIC WORKS APPR E0: DEPARTMENT CATCH BASIN INSERT GAZ 9/2s/2ols Poblk WoAsAdml"Istrztw DATE 21x2- 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 8 MAX POST SACING MAY BE TO 8' IF WIRE BACKING ISU USED INCREASED I I 4"x4" MIN. TRENCH �UII BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TD 1-1/2' WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) 2' MIN. 12" MIN. Li I� NOTES: 1. CONDITIONS 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 THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30.0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC'' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED 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 SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 1DR) DEPARTMENT PUBLICWORKS SILT FENCE PR� GAZ 9/28/201814317 Ir _ Nblic Works Adml"ist,,W DATE Gripline I I I . I I I I I I I I .6 Ft.Temporary � Chain Link Fence I ~ Critical . Rout 2ano ` ti ti �� RDDTS ._. {. - - �-y NO One sign per 50 feet ��? — t. TRESSPASSING (minimum d 2 signs? `_ PROTECTED �o ��• TREES R-401504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 4 jchavez 08/12/2019 1!!n GOLD 74S 7 REVISED PER SPU COMMENTS NEM 8105119 NEM TREE PROTECTION FENCE DETAIL. 6 ADDED SPU PIPE SUPPORT PLAN NEM 6110119 NEM �I� �a 39897 ;�`� 0�4�cISTz� SI�NAI 5 REVISED PER CITY COMMENTS DATED 4111119 NEM 6/7/19 NEM SURVEYED: SDM SCALE. 1 " = 20' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983183/1991 DATUM ` >�- • CITY 0F RENTON Planning/Building/Public Works Dept. H U YN H SHORT PLAT8105119 LUA 17— 000855 TESC DETAILS DATE: 4 REVISED PER CITY COMMENTS DATED 3/22/19 NEM 3/27/19 NEM DESIGNED: NEM 3 REVISED PER CITY COMMENTS DATED 2/1/19 NEM 3/6/19 NEM FlELDBOOK: N/A PAGE: 2 REVISED PER CITY COMMENTS DATED 8110118 NEM1211911 NEM DRAWN: LFM ONE INCH DRAWING N0: 17597 1 REVISED PER CITY COMMENTS DATED 7/30/18 NEM 9/21/18 NEM CHECKED: NEM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: CJA SHEET.. 4 OF. 10 W, N CN 0 9391 4+45 0 0 0 00 �I �1 I 0 0 307 I 445 440 435 430 3 0 425 it ca Lo 420 14+45 LOT 3 DRAINAGE NOTE: LOT 3 ROOF DRAINAGE TO BE SPLIT EQUALLY BETWEEN INFILTRATION TRENCH AND DRYWELL. PRIVATE 7 LF 8" DI 0 0.6% 042305-9392 042305-9393 PRIVATE CB#6, TYPE 1 STA:13+30.56, 5.22' RT PROPOSED RIM=438.7f PERMEABLE IE=435.35, 8" (SE) DRIVEWAY LIE=435.30 STUB 659 S.F. PVC MIN. 436 14+00 - PRIVATE 38 LF 8" VERTICAL CROSS (MJxFL) 8" DI 0 0.5% PER STD PLAN NO. 300.6 OAND 8" CAP W/2" B.O. ASSEMBL Y 10' PRIVATE S TOf M AND THRUST BLOCK DRAINAGE EASEME O EMERGENCY .' II OVERFLOW 8" IE=438f LOT 3 CLEANOUT PER C.O.R. STD. PLAN 8 81E 226.0 ON SHEET FF=437.0 E O 7 (TYP) EMERGENCY PRIVATE 5 LF 8" OVERFLOW DI 0 50.0% 8" IE=435.00 PRIVATE 32 LF 8" DI 0 0.5% PRIVATE 8 LF 8" 10' PRIVATE STORM DI 0 5.88% DRAINAGE EASEMENT - 5' - 436 - - PRIVATE CB14, TYPE 1 - - - RIM=436.00 PRIVATE 94 LF IE=434.53, 8" (N,W,E) 8" DI 00.5% PRIVATE 5 LF 8 DI 0 0.6% RIPRAP PAD _ 8'x7z1' 042305TR-A IE=434.50 SEE DETAIL SHEET 9 042305-9394 END CEMENT CONC. CURB STA:13+25.58, 6.00' RT PRIVATE CB17, TYPE 1 STA:13+23+53, 5.22' RT (W) RIM=438.81 IE=435.39, 8" i N88°19'30"W 405.66' EXIST SSMH x CB T-1� RIM=445.59' RIM-445.86' CENTER OF 8" CONC. � IE (N.) 12" CMP-440.66' CHANNEL (N. & S.)=432.19' Q IE (S.) 12" CMP=440.66' Z 0 N 0 5 10 20 0 DRIVEWAY, ASSOCIATED UTILITIES &THE END SIDEWALK TO I 3 TRANSITION TO KEYNOTES: SCALE 1 " = 20' PUBLIC STREET FRONTAGE. EXISTING SIDEWALK AVOID GRADING ON ADJACENT PROPERTY o AO CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION 042305-9395 BEGIN CEMENT CONC. CURB CEMENT CONC. CURB 042305-9267 S A 10+21.78 © EXISTING J" WATER SERVICE AND METER TO BE ABANDONED AT MAIN STA:10+39.08, 6.00' RT CFSET 10.00' RT d o LINE (BY CITY) UNLESS IT IS RE -USED FOR IRRIGATION A DCVA IS CLEANOUT AND 2'x2x1' REQUIRED AND SHOULD BE LOCATED ON PRIVATE PROPERTY CONCRETE PAD PER PRIVATE CB#3, TYPE 1 PRIVATE CB#2, TYPE IL C4 CON5TRUCT CONCRETE DOWNSTREAM OF THE WATER METER. r C.O.R. STD. PLAN 403.1 STA:11 + 15.43, 5.22' RT W/SOLID LID DRIVEWAY PER C.O.R. ON SHEET 8 (TYP) RIM=441.19 STA:10+44.22, 5.22' RT STD.I PLAN 104.2 ©CUT AND CAP EXISTING "SERVICE AT MAIN LINE (BY CITY). CEMENT CONC. HP 441.45 IE=438.36, 12" (E) RIM=442.60 CURB (TYP) IE=437.26, 12" (SW) SSMH#1 P STA:10+00.01, 1.00' RT OD INFILTRATION TRENCH SYSTEM TO BE CONSTRUCTED UNDER SINGLE RIM=443.38 FAMILY BUILDING PERMIT PER DETAIL SHEET 6 ALL IMPERVIOUS TO BE 285 50' s Cf' IE=431.69, 8" (N,S) ROUTED TO TRENCH (TYP). NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 13+00 da . 20' 12+00 ° S881 16 440.68 95 9 30"E .27' 440 STA:13+12.83, 1.0' RT 173 LF 8" J RIM=439.20 I CLASS 53 DI WM L2 4 IE=434.67, 8" (E) " WATER L Li OH I IE=434.84, 6" (W) 1 FOR LOT 2R PER VICE 441.20 C.O.R. STD. PLAN SEWER STUB O 1" WATER SERVICE 441.90 �•- o ' 2 W 320.1 (TYP) STA: 12+ 15 o0 c� FOR LOT 3 PER 6" IE=434.00 D � C.O.R. STD. PLAN LOT 2 18 LF 6" PVC 442.01 ; F- 320.1 TYP / ( ) 0 2.00% MIN. o .i U Z 7,789 SF �I. 00 E PER C.O.R. STD �- O FF=440.0 u . O of PLAN 406.1 (TYP) 2D No / k PRIVATE CB15A, TYPE 1 - S88'19'30'E ^ RIM=439.0f a' I IE=435.16, 8" (N,W,E) d 10.00' 10.00' / a EMERGENCY ° .442.09 -j OVERFLOW a ° . 8" IE=438.00 0 0 438-- �' 0Ln 0 N b PRIVATE 11 LF 8" - - - `n DI 0 28.3% PROPOSPERMEABLE S88'19'30"E 405.76' S°� PRIVATE CB#5, TYPE 1 DRIVEWAY J RIM=437.7E 697 S.F. IE=435.00, 8" (N,W,E) 042305-9422 042305-9421 042305-9420 SOIL AMENDMENT NOTE: ALL AREA OUTSIDE OF BUILDING FOOTPRINT TO HAVE AMENDED SOIL PER C.O.R. STD PLAN 264 ON SHEET 8, SEE APPENDIX C2.13 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR SOIL AMENDMENT DESIGN GUIDELINES. RETAINED TREE NOTE.' ARBORIST IS TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED 313 LF PVC 0 1.0% ; : • ; : PRIVATE 69 . 441.65 : 11.+00 J TL8 al cti 441.92 SEW R STU - - _ 1710 P TE 63FIRE HYDRANT ASSEMBLYA: f0+6PER C.O.R. STD. PLAN 310.16" I =435WATER "441.95 20 F 6 VC • , STA:11 +50.02, 17.92' LT EASEMENT ®14.17 8 x6" TEE (MJxFL) PROPOSEDa LU - 442.01 6" GATE VALVE (FLxMJ) PERMEABLE c=� W/THRUST BLOCKING 1DRII DRIVEWAY da iY z LOT 1F. a e, O x 1= 8,051 SF a �/ FF=442.0 1" WATER SERVICE x a - 442.09 FOR LOT 1 PER a a 99 C.O.R. STD. PLAN EMERGENCY a d a / 320.1 (TYP) OVERFLOW 8" IE=440.00 PRIVATE 6 LF 8" CCP 0 5.0% 10' LANDSCAPE & PRIVATE DRAINAGE EASEMENT PRIVATE CB# 1, TYPE 1 L 042305-9419 W/SOLID LID & INSIDE DROP STRUCTURE STA:10+43.56, 57.75' LT RIM=442.Of 042305-9077 IE=436.25, 12" (N,SE) IE=439.70, 8" (W) PRIVATE 26 LF 12" CCP 0 1.5% CENTER OF CHANNEL A 30. IE=431.54, 8" (W) OE AREA DRAIN TO FG PROVIDE DOWN TURNED ELBOW IN PAVED AREAS. J/ CONNECT TO O PROPOSED MAILBOX LOCATION. - - - - EX. 12 DI WATERMAIN IN ACCORDANCE WITH CITY © EXISTING MAILBOXES TO BE RELOCATED, COORDINATE WITH POSTMASTER as 9s, OF RENTON REQUIREMENTS O A STA:9+80.06, 9.00' LT H 10'0 x 5' DEEP INFILTRATION DRYWELL PER DETAIL ON SHEET 9. DO NOT L - - 12 z8" TAPPING TEE MJxFL O ( ) CONNECT FOOTING DRAINS. Q �\ _ _ 8" TAPPING VALVE (FLxMJ) L/OK �oq o W/THRUST BLOCKING O CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF EXISTING 36" SPU L� o I\ PER C.O.R. STD. PLAN 300.1 WATER LINE PRIOR TO INSTALLATION OF NEW 8" SEWER MAIN. t 6 ay CONTRACTOR TO SUPPORT EXISTING PIPE PER PIPE SUPPORT PLAN ON D oo A SHEET 10. CALL KATHI ILLMAN OF SPU (206) 684-3933 PRIOR TO ANY 00o N WORK NEAR WATERLINE INCLUDING POTHOLING. CL,o SAWCUT EXISTING PAVEMENT FOR o `" yA WATER AND SEWER CONNECTIONS O 6" THICK 4'X4' ETHAFOAM PAD TO BE PLACED BETWEEN SPU WATER 0 4, \ AND RESTORE PAVEMENT AND Ln 00 ° o MAIN AND PROPOSED 8" WATER LINE, CENTERED ON CROSSING. I o w � FOGLINE PER C.O.R. STANDARDS ` or�^lir°Ji�� oy a O AREA OF TRENCH WITH LESS THAN 3' OF COVER TO BE BACKFILLED z�J _ oo WITH CDF. z B � 1i, vs CB T-2 °p RIM-440.97' (, -IE (S.) 18" CMP=435.37' ^ 0� IE (N.) 12" CMP=435.87' C4 NEW 12" IE=435.87 w a CORE. DRILL OPENING & sP P-ROTE WATER TIGHT SEAL { a 20' PRIVATE ACCESS / UTILITY EASEMENT { CB T-1 16' ACCESS s RIM=441.03' z F- IE (N.) 12" CMP=437.48' 6' g Q s ,< IE (S.) 12" CMP=437,48' CURB & GUTTER z o IE (E.) 6" PVC=438.03' Q U TO MATCH EXISTINGW 2% (TYP) Q END CEMENT CONC. CURB, .. MATCH EXISTING zo o \:.-.:: i o � STA 10+21.89 \� , SIDEWALK & RESTORE PLANTER z OFFSET 70.15'LT a SUBGRADE POROUS ASPHALT OR CEMENT CONCRETE PERVIOUS CONCRETE a s a CURB PER C.O.R. STD. PLAN 101 PER C.O.R. STD. PLAN 261.10 . ea EXIST. SSMH SHARED DRIVEWAYACCESS SECTION ( 1r RIM=439.90' N.T.S. CENTER OF 8" CONC. CHANNEL CL N S & W -430 75' AREA TO BE RI10=440.97 40' R/W FILLED WICDF IE(S)18"CMP=435.37 PRIVATE CB 2, TYPE IL IE(N)12 "CMP=435.87 R W/SOLID LID NEW 12" DE 10' STA:10+44.22, 5.22' RT o o f IE=435.87 z I DEDICATION 8 22' RIM=442.60 �= � CORE DRILL W OPENING & PLANTER y EXISTING PAVEMENT LVC=30.00 LVC=30.00 IE=437.26, 12" (S,W) PVI:11 +45.84 EL:441.54 FPV/:11+10.43 EL:441.1 � PRIVATE 63 LF 12" CPP 0 1.6% °' � V! o o W nI o I bI I ^ PROVIDE WATER ¢ z TIGHT SEAL o 1 �I 8' SIDEWALK CONNECT TO EX. 12" DI 1.5�_9A 0. 5' SA WCUT EXIST. PAVEMENT MATCH EXIST. SECTION ON UNION AVE. NE W W co + 1� • N + �r + - v- - X. 36" WM J � U z W EX. GRADE AT C/L _ �r - d `- PRIVATE CB16, J PE 1 I a 8" CA W/ 2" B.O. ACT A ACCESS J • J •• Ll, W W U '• J U W Cz RT Ct I o ASSEMBLY AND THRUST m TA:13+30.56 5.22' W RIM= 8.7E Ct BLOCK NG _, IE=435.35, 8 (SE) a W �- 1.00% � I PROPOSED.GRADE AT 3' MIN PRIVATE 69 L 12" DI ® 1.6% 6" THICK s� rHICK a 173 LF " CLASS 53 C/L TRACT A ACCESS + AM PAD I a 1 WATERMAIN 0 CLEARANCE 17C LF 8"7- 6 LF 1.2. CLAS 53 DI T 0 4.6s, DI SEWER STUB WA RMAIN 6" IE=435.30 p 5 LF 6" PVC PRIVATE 313 LF 8 PVC ® 1.0. U 2.00% MIN. SEWER STUB PRIVATE CB 3, TYP 1 SEWERSTUB SSMH12 STA: 12+ 15 IRE HYDRANT AS MBLY ST RT STA: 10+65 • 11 + 15.43, 4.5' PRIVATE 8" D 7 LF I ST4:13+1 RIM=4 IE=434.6 .45, 3.34' LT 6" IE=433.69 PER C.O.R. STD. PLAN 310.1 RIM=441.19 IE=438.36 8" 6" IE= 432.19 SSMH 1 ® 0.6% 8" (E) A:11 +50.02 17. " 2' LT E) PRIVATE CB17, TYPE 1 IE=434.8 , , 6" (W) 8 x 6 TAPPING TEE TAPPING VALVE xFL) MJ) PRIVATE W CB 1, TYPE 1L STA:9+99.64, 3. OLIO LID & STA:13+23+ 5.22 RT W/THRUST BL CKING INSIDE DROP STRUCTVRE RIM=443.38 RIM=438.81 STA:10+43.56, 57.75 LT IE=431.69, 8 IE=43 .39, 8" (W) RI-442.Ot CENTER OF CHA CENTER _ IE=436.25 IE=439.70, " 12 N S IE 4, 8" (W) O) eF• 01 O t0 o ._ o. °� ^ �� 00 o� n� . O : N N ._ �� �I�. �� . ��. ►'� •- o �� N� O . N o� O O) rj � Leh `� ` s} � e� 10 c aN} �t � cD V w� � eF •t . �; =� � W� W� w� LLJ�; w� w� 7 � w� eZ w� iF . � �; w� V � w� eF CD w� � w�LLJ V 14+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 " IssaQuah, WA 98027 • Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cle Flum, WA 98922 " Phone: (509) 674-7433 " Fax: (509) 674-7419 13+00 12+00 11+00 TRACT A ACCESS HORIZ. 1 "=20' VERT. 1 "=5' 7 REVISED PER SPU COMMENTS NEM 8105119 NEM 0L1 E. MSC 6 ADDED SPU PIPE SUPPORT PLAN NEM 6110119 NEM was� 5 REVISED PER CITY COMMENTS DATED 4111119 NEM 617119 NEM suRvEYED: SCALE., VERTICAL: NAVD 1988 4 REVISED PER CITY COMMENTS DATED 3122119 NEM 3127119 NEM SDM „ HORIZONTAL: NAD 198311991 1 - 20, v 3 REVISED PER CITY COMMENTS DATED 211119 NEM 316119 DESIGNED: NEM NEM 2 REVISED PER CITY COMMENTS DATED 8110118 NEM 211971 NEM DRAWN. LFM 39897 f�� �EGIST 1 REVISED PER CITY COMMENTS DATED 7130118 NEM 9121118 NEM CHECKED: ONE INCH DATU M SG� �SSIONAL AT FULL SCALE NEM IF NOT ONE INCH 8105/19 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CJA 445 WATERMAIN IN ACCORDANCE 2% WITH CITY OF RENTON REQUIREMENTS STA' 9+80.06 9.00 LT " " 6" HMA CLASS 12 x8 TAPPING TEE (MJxFL) 1/2" 64-22 8 TAPPING VALVE (FLxMJ) CEMENT CONCRETE W/THRUST BLOCKING L SIDEWALK PER 6" CRUSHED SURFACING 440 PER C.O.R. STD. PLAN 300.1 C.O.R. STD. PLAN TOP COURSE )411 102 ADDITIONAL STRUCTURAL FILL MAY BE 435 M1, 4' LT ,S NEL W 425 rn rn d- 420 10+00 9+80 Cl T Y OF RENTON Planning/Building/Public Works Dept. TYF REQUIRED DEPENDING ON SOIL CONDITIONS CEMENT CONCRETE CURB PER C.O.R. STD. PLAN 101 _ (2) STREET TREES REQUIRED ICAL SECTION UNION AVE. NE N. T. S. S-401501 W401501 R-401505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J WASTEWATER UTILITY Avmr& SURFACE WATER UTILITY Cl- ,{j jfarah 04/12/2019 dchristen 04/09/2019 :1 O DEVELOPMENT ENGINEERING WATER UTILITY jchavez 08/12/2019 agafour 08/09/2019 :0:1 DATE: HU YNH SHORT PLA T 8105119 Z LUA 17- 000855 FIELDBOOK: N/A PAGE., NIA DRAWING N0: GRADING / UTILITY / DRAINAGE 17597 PLAN & PROFILE SHEET 5' 10 3 0 0 I 00 I 9 SURFACE WATER STANDARD PLAN NOTES: 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C, WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 709a PASSING, 2 - 4 INCH ROCK / 30 - 407. PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING. A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION, FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION, ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 116 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). Know what's below. 8 Call before you dig. Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON WATER UTILITY NOTES AND SPECIFICATIONS: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BEKEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS, 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION THICKNESS CLASS 52, CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION, PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M. V. 0.) OF 5-114 INCH, TWO 2-112 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-112 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING `PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION, 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTI FI CA TIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS, 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN, 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SANITARY SEWER NOTES AND SPECI FI CATIONS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 6" FLEXIBLE PERFORATED PIPE �- _-=TEVEL=-- - - - - l WASHED ROCK J"-1 J" f- AREA SUMF 45' FINE MESH SCREEN SECTION VIEW NTS 44'-6" PV 6" FLEXIBLE PERFORATED PIPE 1� N MIN I'ABOVE SEASONAL HIGH GROUNDWATER 5 oLE E. MSC of WA ® 3989i � IST � IONAL E��S 8105119 7 REVISED PER SPU COMMENTS NEM 8105119 NEM 6 ADDED SPU PIPE SUPPORT PLAN NEM 6110119 NEM 5 REVISED PER CITY COMMENTS DATED 4111119 NEM 6/7/19 NEM SURVEYED: 4 REVISED PER CITY COMMENTS DATED 3122119 NEM 31271191 NEM DESIGNED: 3 REVISED PER CITY COMMENTS DATED 2/1/19 NEM 3/6/19 NEM 2 REVISED PER CITY COMMENTS DATED 8110118 NEM 211911 NEM DRAWN: 1 REVISED PER CITY COMMENTS DATED 7/30/18 NEM 9121118 NEM CHECKED. NO. REVISION BY DATE APPR APPROvED: NED BACKFILL 6" PVC F TER FABRIC ROOF DO F.G. 436.Ot LE. 435.0t WASHED ROCK j"-1 J' NTS LOT 3 INFILTRATIC NTS 6" FLEXIBLE PERFORATED PIPE LEVEL= -----� l WASHED ROCK "-1 }" SUMPAREADRAIN 42' FINE MESH SCREEN SECTION VIEW NTS 6" FLEXIBLE PERFORATED PIPE 1� 0 O 0 �v 3.38' + 3.38' * 3.38' * 3.38' MIN 1' ABOVE SEASONAL 14' HIGH GROUNDWATER 6" FLEXIBLE PERFORATED PIP BACKFILL TER FABRIC F. G. 442.Ot 40'-6" PVC PERF PIPE AREA DRAIN 6" PVC FROM ROOF DOWNSPOUT INFILTRATION TRENCH I.E. 440.0t WASHED ROCK j"-i J" LOT 1 INFILTRATION --- �LEVEL=- T - - - - - \ l WASHED ROCK J"-1 J" - - - - - - - - - - - - 44' SECTION VIEW NTS 6" FLEXIBLE PERFORATED PIPE NTS BACKFILL TER FABRIC F. G. 440.Ot 1� O O O 2.88' + 2.88' * 2.88' + 2.88' MIN 1' ABOVE SEASONAL 12' HIGH GROUNDWATER SECTION A NTS OW I.E. 438.0f r- AREA DRAIN SUMP FINE MESH SCREEN 38'-6" PVC PERF PIPE AREA DRAIN 6" PVC FROM ROOF DOWNSPOUT INFILTRATION TRENCH WASHED ROCK J"-i I" EMERGENCY OVERFLOW TO CB 15 LOT 2 INFILTRATION NTS 9'-6" PVC PERF PIPE 9'-6" PVC PERF PIPE 14' EMERGENCY OVERFLOW TO CB #1 7'-6" PVC PERF PIPE 7�PIP P2' R-401506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING ez 08/12/2019 :0.] N SDM SCALE., 1 " = 20' (ZONAL- NAVD 1988 831 HORIZONTAL NAD 1983/1991 CITY OF HUYNH SHORT PLAT D47E' 8 05 19 / / NEM � LUA 17- 000855 FIELDBOOK. RENTON PAGE: N/A LFM ONE INCH DATU M • Planning/Building/Public Works Dept. CONSTRUCTION NOTES DRAWING NO: 17597 NEM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHEET. OP CJA 10 ----------- FACE OF CURB 6 1/2" 51rz" 1" 112" R. _ _ - 1' R 1:24 L TOP OF 1D 1/2"R. ROADWAY L I ,1 - L 1 6' J CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2"FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1n'R. ROADWAY t0� - 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3/8' 6' CEMENT CONCRETE !.7 SIDEWALK RAMP 1 R. VARIES OR LANDING FROM i 6"TOO 6- 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _61n"� SEE DEPRESSED CURB DETAIL THIS SHEET / 1:24 / TOP OF I i 1• In'R. ROADWAY 2• L ° c tot I 1 L- V-6 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB �- 6 W" 61n" 1 1n'R 1" R. _T FACE OF ADJACENT CURB - L TOP OF ° `D ROADWAr P ►•• ' GUTTER SURFACE I 1 PI PI PREMOLOED , JOINT FILLER E'FULL-DEPTH EXPANSION JOINT �I J 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 8 Cutter Section, see Standard Plan 104.2 PUBLIC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS I'i'1?y/\ 1:1) C oee CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 3) CEMENT j DEPRESSED MONOLITHIC CONCRETE % CURB 8 GUTTER SIDEWALK (SEE DETAIL THIS SHEET) TYPE C213- ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" Joint filler along the driveway lane lines FACE OF CURB (see aid, plan 102), Construct expansion joints parallel with the WE DEPRESSED cuRe BETaL centerline as required at 15' maximum spacing when driveway CONTTUCTIONJONr s 1rJ' - on THIS SHEET widths exceed 30'. SM PUN 102 Sim, 11 1? R ROADW 2. See std. plan 102 for sidewalk details,-}- -_T _� _ ti OOwAv 3. Curb and gutter shown, other curb designs may be specified. �' A See std. plan 101 for curb details. IQ' 4. Not used. 5. The engineer will design all driveways to Include elevations at all NOTE: DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol "X". All elevations are at the back of JOIN78 SHALL 13E FULL DEPTH Curb top On uphill Side. DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown in the corresponding Isometric view. 8. Slopes shall comply with Elections R303.2.1 or R303.2.2 or - FACE GF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public 1. Rights-cf-Way, Of November 23, 2005 (PROWAO). y� 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. ', , - 1' R GUTTER SURFACE 10. STREET STANDARDS = Renton Municipal Code (RMC) D-1• R , F D • D Title IV Development Regulations , �• ° CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton MunlCipal Cade (RMC) Title IV Development Regulations Ddveway Example: TYPE Cl B +1 CHAPTER 4 R=ReskNumbor of Lan C-ComRDlolal CITY-WIDE PROPERTY DEVELOPMENT STANDARDS w,mber of Lana, Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Commerdaq REGULATIONS B-ButfariPikinsngStrip). Blenk-NoBuft STD. PLAN - 104.2 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY pRO� ''D: DEPARTMENT ENTRANCES -NOTES AND DETAILS 00y Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax.• (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cle Flum, WA 98922 - Mow: (509) 674-7433 - Fax: (509) 674-7419 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON SEE NOTE? J8"R >: Sj8" D DUMMY ,:DINT � BEE MOTE 2 l 2' - 0' 2' - D• 6 3/8' PRE.VOLDED JOINT FILLER I%2" R, 6 1 2" FACE OF CEhRFRI- NE OF CURB FRAME d ORATE 13' T- R MATCH ROADWAY J SLOPE R. RECESS a' - D 41 _ F.9AIAE&NDGRATE -riot 14CWDED IN CU RIB ANO CUTTER B ID FrERI TOP OF .' ROADWAY D Pr. A W USTM ENT SEGTION - NOT INGLU�IED IN CC RS AND GkEFTF]R BI D STEM n .'. CATCH BASIN •- NOT 0i1ZL1 IDE.7 IN CURS AND OVTTFR a o rTf=4 SECT -ON GENERAL '407 5: 1 . The intent of this design Is to CPO IIto t$ tha Ile moval of a r>atah basin with minimal distufbaliCe Of the Curb. The expansion joints of the adjacent sidewalk shall f Z y f I be a0justed tip be In • IT 11ne wlth thaSe out expansicin joints. I 1 +� PUBLIC 17ORKS 07PARTMENT ISO�F_4112 VIEW CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS 6' MIN. VARIES(SEE NOTE 6 MDA I (SEE NOTE 6) (SEE NOTE a) 14 LF OF PAVED DRIVEWAY REIX11RE0 I 3e' EXPANSION JONT (TYP.T CE (SEE STD -PUN 102I C[ SR o_ 1 i SEE NOTE 5 % m x m 1-_ AENT JCRETE EWALK CEMENT CONCRETE MURe AN D GUTTER SIG. PLAN - 101.1 'RM.7D: SEE NOTE I J LEMNTO.NCR TE J RAI.1P WITH 1ri11V \`ems) SLOPE ITYP.I [SEE NOTE 3) 16' CONTRACTION JONT (rYP ) (SEE STD. PUN 102) PLANVIEW VARIES (SEE NOTE tq A ]%Aux. SEE NOTE S RYPI CHIN fi-MIN O'MINC NEW OEPRSSSEOLUAIAOUTIER SIDEWALK SIDEWA CONCRETE LS'ExPANSIONJONT MP) (SEE NOTE 31 ECTION THEE STD. PUN 1021 A I2, R (I I 9RIEWALK.DN rr\DIFFERENCE IN SLOPE MAX- /�L{�.�\ `� DRIVEWAY WI IIVE SLOPE (SLOPE SHOWN EXAGGERATEDI E _�L y \ i 1 fiL L , DRIVEWAY W. RELATIVE CEMENT SID--WALK CONCRE-E TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) /L rWK ttrw For NOTES STD. PLAN 104.2 ti� o STD. PLAN - 104.3 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY QAP DEPARTMENT ENTRANCE - TYPE RIB APR VEIM / Z NT AiE Gp�oF WAM�C� Z �I� CIL �l 3989i � 41ISTEw �SS10NAL 8105119 7 REVISED PER SPU COMMENTS 6 ADDED SPU PIPE SUPPORT PLAN 5 REVISED PER CITY COMMENTS DATED 4111119 4 REVISED PER CITY COMMENTS DATED 3122119 3 REVISED PER CITY COMMENTS DATED 211119 2 REVISED PER CITY COMMENTS DATED 8/10/18 1 REVISED PER CITY COMMENTS DATED 7130118 NO. REVISION e 112' RAISED EDGE DETAIL 1 -0 6 SIDEWALK LEVEL J EXTEND SIDEWALK TRANSVERSE 1' • 0• 1' - 0• 3/8' (IN) PREMOLDEO JOINT FILLER 1/2'(IN)R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2 0% 1 W (IN) R. (TYP.) ►,', I FOR CURB DETAILS SEE STO PLAN 11011X 1'(INj R. ',►..►' OS'cGp`� ''i •5".r: .. �.. - FING ROADWAY /CRIUS EDROCKBAS SEE RAISED EDGE-------- 1'•0' SIDEWALK DETAIL -THIS SHE TYPICAL UNDERRUSHED SURFACING TOP COURSE(CSTC) ALL CUT MIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY 1/2' (IN) R. Crypt ENGINEER) TYPICAL UNDER ALL CURB, GUTTER A SIDEWALK CSTC UNDER 2.0% 1 FOR CURB DETAILS CURB B GUTTER TO BE B'THICKNESS OR 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK 1N pp 1 SEE STD PLAN 101 BASE, WHICHEVER IS GREATER ITYP. FOR IEa ALL CURB A GUTTER). FINISHED GRADE VIM) BELOW Vr 2, (E SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB MIN. ROB DING 1rY (IN) R. (TYP.) FOR CURB DETAILS SEE STD PLAN 101 BRIDGE OR PEDESTRIAN 9SAY' ,'VT`7t'y'• • W. RAILING �` ZN"" "4•.. FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS /--WALL OR BARRIER I I 11Y (IN) R. (TYP.) FLUSH I I v 1 l SIDEWALK .5% ..t 112- IN R v, VERTICAL WALL - SEE DETAIL y, y,• �P' 318' (IN) P ED ) - JOINFILLER T FILLER ADJACENT TO CURB AND RAILING OR WALL PREMMOLDED FOR SIDE JOINT FILLER TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS 1/2' (IN) R YP FOR CURB DETAILS 1 < 11.5%MI .5% N. SEE STD PLAN 101 , GROOMED FINISH OR MATCH EXISTING c V A' WIDE, SMOOTH TROWELED PERIMETER FINISHED GRADE tFOR PP"(IN) BELOW TOP OF CONCRETE SURFACE LANTING - FLUSH IF PAVED IfA 10`0 LI'� \ CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) �\�`�� ri \ ADJACENT TO BUFFER STRIP FOHOUR e DETAILS Q' �/ \��' SEE STD PLAN 101. © C 1/8•TO 1/4" NOTES � � ? 1. Four feet of the sidewalk width shah lY'�\\\ - belheminimum pedestrian ��\ /\/> CONTRACTIONJOINT► '. ', R / / IN SIDEWALK ONLY ► accessible route (PAR) Mee of vertical / �\ \v ► .� . �,��o !• and horizontal obstructions. Gratings, / ►' ' ! , Access Covers, Jundlon Boxes, �/ / FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK(SEE STD PUN 101.11 appurtenances within the sidewalk `r�o must be flush with surface, and match i 318, : C ' CONTRACTION JOINT gmde a the sidewalk. JOINT AND FINISH DETAIL ► .� , 2. Monolithic Cement Concrete Curb and►.'P Sidewalk Is not permitted In new For other referenced NOTES see P .� construction. When replacement work STD PLAN104.2. necessitates a Monolithic Cement pgEMOLDE Concrete Curb build per WSDDT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE M. PLAN - 102PPRO 'ED: y DEPARTMENT SIDEWALK �P K o FRAME AND VANED GRATE i12, OR 6" HEIGHT TWO #3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION #8 BAR EACH CORN Ii 03 BAR EACH SIDE IFS BAR EAAGK . PRECAST BASE SECTION #3 BAR EACH CORNER 18' MIN. R3 BAR HOOP PIPE ALLOWANCES MATOMuM IPIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 16' CPsSF`* 12" (STD. SPEC. 9M20) SOLIDWALLPVC 13' (STD. 9PEG 8.05.12(1)) PROFILE WALL PVC 1s" (STD. SPED 8-06.12121) : CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), 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. 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 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 5. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. B. All grade rings and Castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION 817111. PUBLIC WORKS CATCH BASIN TYPE I PLAN - 200.00 J� DEPARTMENT MARCH 2008 NEM 181051191 NEM NEM 161101191 NEM NEM 6/7/19 NEM SURVEYED: SDM SCALE: 1 " = 20' NEM 3127119 NEM DESIGNED: NEM NEM 3/6/19 NEM NEM 12119118 NEM DR4WI4. LFM ONE INCH NEM 9121118 NEM CHECKED: NEM AT FULL SCALE IF NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVED: CASCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NOTES 1. Not used. 2. All ramp and landing edges shall be separately formed. 3. Utilities structures that must remain are to be made nor -slip or nor -skid. 4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins, etc. shall not be located in the PAR. These should be locatec in the street or the buffer strip. 6. Accessible pedestrian access shall be provided for during construction. cY o STD. PLAN - 102.1 PUBLIC WORKS UTILITY PLACEMENT IN ppR ED: DEPARTMENT CEMENT CONCRETE SIDEWALK FNT� D TE DocuSign EnveopeID: 6EECF5B6.602A-4E4A-8436-A317AA638878 -.� 3M- FLAY FACE GOTHIC CID T 9- CIA �••I OD❑ O j ❑ STORY O ¢ 4- ❑qO0 � �843116"DIA GG 0-110' DIA 0-1 DIA (2) 3I8•-11 SS sCCKFT HEAD CAP 15• DIAWiry _ 111 OPF% PIGKHxF • SCREW ALLENDWYSHRS SIR ON S' DIA DOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME AND COVER SEE NOTE - e cLAss e ASPHALT. SEE NOTE 4 qF CLEANOUT RISER, SEE NOTE 2 J SOIL TIGM 45' BEND WYE Soo TIGHT COUPLER UNDERORAIN, FOUT94G DRAIN COLLECTOR OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 TOOVERFLO'W -' L STRUCTURE OR STORM MAIN PAVED AREA (TYll 1' I EXTEND (AEANCKIT RID Z'ABOVE DESIGN PONDINING ELEVATKH•1 OR PER PLAN FERNCO GASKETED OESIGNPONDING OVIKCAP OR SIMILAR ELEVATION 4• STRF_AMBEO COBBLES i PER WSDDT 9•W,11(2) 4"COMPACTED SAND OR GRAVEL BACKE ILL FOR DRAWS PER INSOOT 9 V.12(4) 7] ill I.I 'I 11- Ile, III II 11i77I II -I i F_- I I I CLEANIOUT RDER ITf -1 N- SEE NOTE 2 LI it-il II ��iTl jH4_)i ! I �I1111 1, CLEANOUT RISER LOCATED WITHIN MECHANICAL PLUG OR CON71t4UED CONNECTION TYPICAL CLEANOUT CONFIGURATION BIORETENTION PONGING AREA NOTES: I DIAMETER TO BE 8-INCHES MINIMUM PRIVATE, 84NCHES MINIMUM PUBLIC. UNDFRDRAIN PIPE PER STD. PLAN 2e2le 2 CLEANOUT RISER SHALL BE SAME SIZE AND MATERLLL AS CONNECTED UNDERORAIN, FOOTING BRAIN COLLECTOR, OR ROOF ORAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO, 00367549001 OR APPROVED EQUAL. COVER TO BE LOCNNG WITH ALLEN HEAD BOLT, MARKED ISTORM'. 4. FOR GLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BKNRETENrION PONOND AREA, POUR O• THICK. 2'x2'S'OUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL RAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PBI, GENERAL NOTESR I. GLEANOUTS FOR UNDERDRAN. FOOTING DRAIN COLLECTOR. AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET. AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDE40RAN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEAMOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SM TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED 0UT31DE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY - UNLESSOTMtA WISE NORD, DRAWnG 15 MOTTO SCALE INTSI tGAZ TD. PLAN - 226.00 o� PUBLIC WORKS �R DEPARTMENT STORM SYSTEM CLEANOUT 9/28/2018 1 DATE Cl TY OF RENTON Planning/Building/Public Works Dept. :45 R-401507 SM IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING 21 + SURFACE WATER UTILITY jchavez 08/12/2019 jfarah 04/12/2019 (1�� HUYNH SHORT PLAT LUA17-000855 CONSTRUCTION DETAILS O r� v ) DATE: 8105119 FIELDBOOK: N/A PAGE: NIA DRAINING NO: 17597 SHEET.. 7 OF: 10 3 C1 0 I 00 n O.D. limits of pipe O.D. companionIN In W (see note 4) limit of pipe zone 3 bedding 0 1' -G. material fornexible Pipe (see note 8) 79�1 0.15 O.D. min. limits of pipe compactlon 0.65 O.D. min. foundation level gravel beckRllk ill for for pipe bedding s when specBled • A = 4" min. 27" I.D. and under 6' min., mer27' I.D. A. Metal and Concrete Pipe Bedding for Flexible Pipe loft' span amax 3 ma Flexible Pipe NOTES: �-0 1. auniform support under barrels. H 2. Handnd tamp under haunches. 3. Compact bedding material to 95% max. density; directly 0 over pipe, hand tamp only. 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA IYnMe of dP. specifications for trench width "W" and trenching companon �65 rise min. opllons. The pipe zone will be the actual trench width. The minimum concrete width shall be 11 I.D. =18". gravel backfiu revel backfIll for 5. Trench backfill shall conform to "Backfillirg Sewer for pipe bedding fgoundetlons when specified Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter B. Pipe - Arch Installation shall not be used In the backfill material. 6. See "Bedding Material for Flexible Pipe" In aggregates section of the WSDOT/APWA standard specifications forthe material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be Installed with design A. 5. O.D. Is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3% at which point 3' shall be used. ' V-0" for dlameters 12" through 42" and spans through 50". 2'-O" for diameters greater than 42" and spans greater than 50". ®Backfill material placed in 0.5' loose layers and compacted to 95 % maximum densty. ® Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. diet. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. If 2 102" to 180" 1 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span 13 148" to 199" 48" PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00 DEPARTMENT 13ESION AND BACKFILL MARCH 2O08 RECESSED Not to Scole LIFT POCKET FRAME 3/4" LETTERING "SEWER" 2 -0 DIAMETER I2 -0 n�SEWER (2) BOLT SOC. {ALLEN HEAP} 11 X 1.5 STAINLE5S STEEL REF. PART #00981177 1 -3/1 6" T 8" CLASS "B" SAND OR 1D-1/2" ASPHALT EXPANDABLE 5/e 1/4" 12-1,2" _I -T /8 2-1/4" �- 14" -I CAST IRON RING AND COVER BOLT DETAIL 45' (1 /8) BEND 5 P� G� P� 4) c7`V / 1 45' (1 /6) BEND FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 0036980) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-D" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, STD. PLAN -403.1 ■ PUBLIC WORKS 8" OR 6" CLEANOUT AMOVE° "1 DEPARTMENT FOR SANITARY SEWER MAIN Know what'sbelow. Call before you dig. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE luniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cie Eli WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E-, W.M. CITY OF RENTON, STATE OF WASHINGTON 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 1 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK ee EXPANSION JOINT AT 2 BACK OF SIDEWALK �CONCRETE SIDEWALK OR PLANTING STRIP n .'Ipj` . 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 ONCRETE BLOCKING CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6., GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 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 LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 ONE MAN ROCK e �6 1 r7 L _J 62-' 1 • 6" CONCRETE PAD 6 /6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 TESTINGc DETAIL • . O NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY FLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2-TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK w a 3 0 c� FINAL CONNECTION DETAIL Z X w �� NEW D.I. WATER LINE (AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2' SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND SERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. U PUBLIC WORKS CONNECTION TO WATER MAIN WITH' PLAN - 300.1 i DEPAR"MENT TAPPING TEE 8L VALVE MARCH 2O10 E. �0�'� WAS d IS 9 �SSIONAL 8105119 7 REVISED PER SPU COMMENTS 6 ADDED SPU PIPE SUPPORT PLAN 5 REVISED PER CITY COMMENTS DATED 4111119 4 REVISED PER CITY COMMENTS DATED 3122119 3 REVISED PER CITY COMMENTS DATED 2/1/19 2 REVISED PER CITY COMMENTS DATED 8110118 1 REVISED PER CITY COMMENTS DATED 7130118 NO. REVISION 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, NC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER I NEW DUCTILE IRON WATERMAIN 9" MIN 12" MAX FINISH GRADE MEE2Z¢¢ E2�! N O U 22-1/2' CITY PRIVATE PIPING PIPING ZI IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT I PROPERTY LINE WITH 12" C ' w LONG COPPER TAILPIECE.0. w aI SIDEWALK a I TOUCHREAD WATER METER TO BE 12" SUPPLIED BY THEP z a CITY TYPE "K" SOFT o 0 /,/-- COPPER TUBING ? IF SERVICE LINE TO HOUSE IS L 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING / L-LOOP DOWN TO CENTERLINE/L / OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER FORD VBH72-15W-44-44G, OR TAPERED THREAD rCC . QUICK JOINT I McDONALD BRASS: 21-415WC6044, OR MUELLER: 1-B-2470-2 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- " ' DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST F�- AND FRONT EDGE OF PIT LID I TYPICAL RIB I NOTE: THE CENTER OF 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. \0� PUBLIC WORKS 1" WATER SERVICE SM. PLAN - 320.1 + � � `L DEPARTMENT O� NOVEMBER 2009 W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.DOF PIPE (SEE NOTE 5) FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2, HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL 9E PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS: 5. PIPE 70NE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER A5 TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 ■ PUBLIC WORKS PIPE BEDDING AP DVEm DEPARTMENT FOR SANITARY SEWERS 4 ,Nita-� DATE NEM 181051191 NEM NEM 161101191 NEM NEM 6/7/19 NEM SURVEYED: SDM SCALE: 1" = 20' NEM 3127119 NEM DESIGNED: NEM NEM 3/6/19 NEM NEM t 2119118 NEM DRAIN` LFM ONE INCH NEM 91211181 NEM rcEcKED. NEM AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: CJA VERTICAL• NAVD 1988 HORIZONTAL: NAD 198311991 DATU M 7' 1 B, NOT TO SCALE MANHOLE FRAME AND COVER SEE 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 INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ,A, 'Br ,C, ID, ,E, 48" MH 48" 6" MIN. I 5"MIN 24" MIN. 1 21" I.D. 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. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED 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-AROSHIELD OR 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. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ti Y O•e PUBLIC WORKS STANDARD SANITARY MANHOLE STD. PLAN - 400.1 DEPARTMENT �FNToZ SEPTEMBER 2011 14ATIVI UNDISTURSE PLANTING BEDSIUNDISTURBED UNDISTURBED TURF (LAWN) AREAS. VEGETATION, SEE NOTE 1 SEE NOTE 1 I I I I I I I I.III,'l,ili IIrL III I GRASS SEED OR SOD -,` \� \- UNDISTURBED NATIVE SOIL OPTION 9 - NO DISTURBANCE PLANTINGBEOS IURFIII(LA�IJWN)AREAS 3'4' ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.80 //1 i 1111111 GRASS: SEED OR SOO � � II 3'OF COMPOST INCORPORATED 1.75" OF COMPOST INCORPORATED INTO INTO 6' OF SITE SOIL (TOTAL 9.25. OF SITE SOIL (TOTAL AMENDED DEPTH AMENDED DEPTH OF 9.5. FOR A OF 9.5, FOR A SETTLED DEPTH OF a•) SETTLED DEPTH OF 0-) ,��� SUBSOIL SCARIFIED4•BELOW SUB501L5CARIFIED4'BELOW �YZ �j� �� �" COMPOST AMENDED LAYER CO NOE O LAYER \ \ \\ (12- BELOW SOIL SURFACE) - BELOW S (12'BELOW SOIL SURFACE) '.� `/\ �. ' it , :\�/�!� �,i OPTIONS 2, 3, AND 4 -AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS W4' ARBORIST WOOD CHIP MULCH. SEE STD. PLAN 262.60 V IMPORTED ` TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6• BELOW IMPORTED TOPSOIL MIX o• 8• 3RASS: SEED OR 500 NOTES: 1, AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 'IMPORTED TOPSOIL MIX GENERAL NOTES, COMPACTED DEPTH) 1 TO MEASVRE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262,60. SCARIFIED 6' BELOWIMPORTEO 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC :45 ar R 401508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING 0=%6 WASTEWATER UTILITY,-)- jchavez 08/12/2019 -I dchristen 04/09/2019 ct WATER UTILITY _ agafour 08/09/2019 DATE.. CITY OF HUYNH SHORT PLAT 8/05/19 u% ,RiRENTON LUA 17- 000855 PACFIELE. N/A PAGE: DRAWING NO: Planning/Building/Public Works Dept. CONSTRUCTION DETAILS 17597 SHEET Q OR 10 PROJECT REOVIREMENTS. OPTION' - IMPORTED TOPSOIL VNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE IM51 STD. PLAN - 264.00 •� PUBLIC WORKS APPR °' "� DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/201.8 1 DATE 3 0 vi 0 ro "l IEX. SEVER MAIN I I • PROPERTY LINE SPOOL (LENGTH AS NEEDED) _ •� � I SEWER STUBE : FUTURE 4" 51pE Sf.WER c = 04�4-==------_� R` ` 2`� - 4'' STUD MARKING POST PAINTED `SEWER MAIN TEE x 5" TEE I 5' CAP / WHITE WITH THE WORD 'SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 YAR£ WRAPPED AROI,NID THE STUD AND 3 EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) € I " A 3 tl 6'X6-X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO, 00367502 OR APPROVED EQUAL, SPECIFY -SEWER- ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) I _ _____ _______ rr______-_-- A r ^- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS PLUG (OR APPROVED EQUAL) REQUIRED E4STINC SANITARY _ SEWER MAIN -2O%µIN. SLOPE 1� 1 ` FUTURE 4" SIDE SEWER �6" SEY7ER STUB L s"X6"X6' WYEFUTURE 6"x 4" REDUCER SEWER MAIh S1ZE X 5" TEE ACCE !TABLE PR OR SIDF SEWER CONNECTIQNS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC -TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)- C. PVC do C900 PVC MAIN - CUT IN NEW TEE USING RICIO COUPLINGS OR CORE -DRILLED W41TH A ROMAC SADDLE (OR APPROVED EQUAL). P. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOGK-OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. / �t 3000 PEI M IX ! bh O ION G CONCRETE � BLOCKING %yg p'i•- BW- 0 GELf.�" G 2% MIN 56aPE HORIZONTAL 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN 9ETWUN 25' AND 45' IYPICAIL SIDE SEWER RENT UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 PRI PUBLIC WDRKS A E0: DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) MI. Wwfa 4r REQUIRED DIMENSIONS - 8' FOR ROCK LINING „A„+„B„ 12' FOR RIP RAP LLLL SEE TABLE 4.2.2.A. „B„ (4' MIN.) a 7 _q " Y z Do Q OD LL LL O IL O LL O 2' T30* MIN�A . MIN. 7 Da0 m V LL LL O O w w O O PLAN NTS PLACE ROCK V ABOVE CROWN BOTH SIDES OF CHANNEL FOR "A" < 8' ONE SIDE OF CHANNEL FOR "A" > 8' ' I �1' MIN. I' DISCHARGE PIPE FILTER FABRIC LINER UNDER 1' OR 2' ROCK ROCK THICKNESS SEE TABLE 4.4.1.A SECTION A -A NTS PIPE/CULVERT DISCHARGE PROTECTION NTS g Know what's below. Call before you dig. Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 A Phone: (509) 674-7433 A Far: (509) 674-7419 SAND LAYER P! REOUIREDI. SEE NOTE 4 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON P ER V O JS CONCRE7EIPOR 011 S ASP HALT PAVE ENT BASE 1 r MIN ABOVE SEASONAL Hm G ROUND'WAnIQ OR t{YDRAULICALLY REST RIC TIME LAYER SOBORAOE- SEE NOTE 3 PERVIOUS CA kG'RET EIP ORCYUS ASPHALT MIMIMUM MAT EMI AlTH1=(NEsa pN�; RESIDENTIAL ST1REITSAND "CEBTRMLN ALUFrs PERriODS 06ROu5 PERVIOUS POROUS LAYER MATERIALTrNE' CONCRETE ASPIULLT CONCRETE ASPHALT I Ili1 ON) INN! IN; PE RMEAM-E PAVEMENT SEE NOTE 1 S 6 4 C"OKERCOURSE 9 Z G a AGGREGATE BASE SEE NOTE 2 0 0 q • NOTES: 1 PE RMEASLE PAVEMENT THICK NE5SES LISTED FOR POROUS ASPHALT INCLUDE HEARING COURSE AND ASPHALT TREATED PERMEABLE BASE OTPS I WHIN UTILIIED CHCKRA COURSE REDLARE D WHEN ATM 19 LASED 2 RUNOFF 5TQRAGE REOUIREM6NTS WARY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REOIAREO AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED 3 PREPARE AND PROTECT SUSGRAOE PER APYILA GSP 2-06 a131 SUBGRAOE FOR PERMEABLE PAVEMENTS COMPACT TC A DEPTH OF 6' TO 9D%-92 -_ OF MAAIM uV DENSITY PER WSDOT 2-03 DI14P OVERCOVPACT ED SUHGIRAPE SIARLL RE SCARIFIED TO B" MIN AND RFCOMPACTED 4. PERAEAHLE PAVEMENT SHALL BE DE ST NEDW ERE THE SOIL BENEATH THE BW MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1 0%AN:: A MNIMUM CATION EXCHA NICE CAPA['JTY OF B MILLIEWIVALE I*TS PER 100 LIRA MS A E INCH SAND LAYER MUST BE INCLUDED IN THE EIESIGN BE HEATH THE FERNEABLE PAVEMENT IF THE SOIL DOES RIOT MEET THESE PROPERT IFS LIENVIIIAE NO"& 1 REFER TO 1A6DOT LOCAL AGENCY C5ENERAL SPECIAL PROVIS70NS,GSPV) DIVISION.42-9 APV%%G SPS AND ASDOT STANDkRO 5 PECIFI CATIONS 2 POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APO A GSP 5.04 PAVEMENT RASE. SMALL 6E INSTALLED PER APWA GSP 4 04,30i SHAPING AND COMPACTION. ■ PE RMEABLE ASPHALT TREATS 0 BASE IPATEq SHALL CONFORM TO THE AEQ UIR EMENTS OF APWA GSP A_SA.2 CRUSH€D SURFACING CHOKER COUASE CCSCC) SHALL CONFORM TO THE REOLIR EVENT S OF APWA GSP 4 M249-039{2)) OW 5 PE RMEABLE EALLAST S+tALL UONFWY TO THE REQUIREMENTS OFAPV41. GSP 4•W ?P9•P7 ql:R OPTI i MINIMUM UTILITr SETBACHS ANO PROTECT145M ME^SuRe9 MUST CONFORM TO CLARENT CITY STANDAFDS AND OTHER 0ILITY PR0,ADER REQUIREMENTS REFER TO THE CITY OF RENTON SURFACE &ATER DESIGN MANUAL AND STANDARD PLANS 20510 AND 205 20 7 PERMEABLE PAVEM ENT SHALL BE DE SINE D OR RE NE NEO BY A LICENSED EN GINS ERING O'EOL 03 ST OR GEOTECHNICAL ENGI NEER FOR ALL APPUCATIONS. PAVEMENT DE SIGHS MUST BE PREPARED BY AN ENGINEER LICENSED IN WA5HINGTON STATE II ACCEPTANCE TESTING FOR 91DEVYALKS. PATHS AID v E HS CULAR PAVEMENT LESS THAN 2,00D SF SHALL BE AS FOLLOWS PAVEMENT SHALL BE PERMEABLE ENOUGH 10 ABSORB WATER AT A MINIMWI RATE OF 2G INCHES PFR MOLAR IMMEIBATELY AFTER SURFACE HAS BEEN VIETTED CONTINUOUSLY FOR A7 LEAST 70 MINUTES APPROVAL YNTH 5 GALLON 6VGISE7 TEST WATER TRUCK, OR ASTM C1701 USING A 12-INCH FANG SEALED Al THE PAVEMENT SURFACE 9 ACCEPTANCE TESTING FOR ROADMYS AND PARKING AREAS OF LWD 5F OR GREATER SWILL HAVE A MINIMUM INFILTRATION RATE Of 1W IWHR PER ASTM C 1761 AND APWA OOP 6,-04 3 ANa 6-06 3M. 10 ROAC%NAYS. DRI VEWAV 5. ANO PARIOINO LOTS SUBIECT TO W14W UCOONG SHALL MEET STRUCTURAL REQUIREMS NTS OF CITY OF RENTON TRANSPORTATION OEPARTIVEHT STANDARDS FOR EOUNALE NT NON4)ERMEAE LE PAVEMENT TYPES T1 REFER TO THE CITY CF RE HTON SURFACE WATER DESIGN MANUAL ISW1DM}FOR ADDITIONAL REGUIREVE HTS PER SVJOM C 7 7 12 FOR PERIIAE ABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 6%, CHECK DAMS AREA REQUIRED PEA STD PLAN 2B1 20 UNE35 OTHERWISE NOW, E FAWNG 15 NQM SCALt I%riI PERMEABLE PAVEMENT MATERIAL SM. PLAN -261.10 ■ PUBLIC WORKS 5ECTION5 - PERVIOU5 CONCRETE AND In Y 7. DEPARTMENT POROUS ASPHALT WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW- ^.0NCRETE BLOCKING IF ADD17IONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. r FIELD LOCATE PLASTIC METER BOX IN - / PLANTER OR CAST IRON BOX IN PAVED fff OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90- ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TQP SECTION, 5" MAX.I� 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 D o0- �'e Sao 1NST,JLL 4 MIL PCLYETHYI-Mr 18" MAX. doo`°d 2 _i aoo PLASTIC COVER OVER WASHED oa o� $ o�So GRAVEL. CUT HOLE FOR PIPE �oDo aoe ❑d 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%2"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BETWEEN TEE AND 90' ELBOW. 2" 90' ELBOW 4 PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 940.1 DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 ) 7 REVISED PER SPU COMMENTS 6 ADDED SPU PIPE SUPPORT PLAN 5 REVISED PER CITY COMMENTS DATED 4111119 4 REVISED PER CITY COMMENTS DATED 3122119 3 REVISED PER CITY COMMENTS DATED 211119 2 REVISED PER CITY COMMENTS DATED 8110118 1 REVISED PER CITY COMMENTS DATED 7130118 NO. REVISION LANE LINE MARKING VARIES: 4.5' MIN. SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) 1 EDGE OF PAVEMENT, EDGE 1 OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F-� * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3, WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 a PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH OVERLAY C.2.2 FULL, INFILTRATION FIGURE CI.I.C. SCHEMATIC REPRESENTATION OF A TYPICAL DRYWELL INFILTRATION SYSTEM HOUSE HOUSE ROOF DOWNSPOUT ROOF FLOW DOWNSPOUT CATCH BASIN (YARD DRAIN) PLAN VIEW NTS ROOF DOWNSPOUT - OVERFLOW SPLASH BLOCK 48 INCH DIAMETER HOLE FILLED WITH 1 2' - 3" WASHED DRAIN ROCK / MARK CENTER OF HOLE WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE TOPSOIL -� FLOW & MIN. SETBACK FROM BUILDING -� --MIN. 4" DIA. PVC PIPE FINE MESH SCREEN CATCH BASIN SIDES OF HOLE - (YARD DRAIN) LINED WITH FILTER FABRIC 15' MIN. AS REQUIRED, SEE SECTION C.2.2.3 SECTION NTS MIN. V ABOVE SEASONAL HIGH GROUNDWATER TABLE, SEE SECTION C.2.2.2 TYPICAL DRYWELL INFILTRATION DETAIL NTS NEM 181051191 NEM NEM 161101191 NEM NEM 617119 NEM SURVEYED: SDM SCALE., 1 " = 20' NEM 3127119 NEM DESIGNED: NEM NEM 316119 NEM NEM 12/1911 NEM DRAWN. LFM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NEM 91211181 NEM rcHEcED. NEM BY DATE APPR APPROVED. CA VERTICAL: mo 19M HORIZONTAL: NAD 198JI1991 DATU M SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. MIN I MIN MIN I MIN , il TRAFFIC FLOW 2" HMA �' { 2" TO 8" HMA . r FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1 1 1' 1' DEPTH OF EXISTING PAVEMENT IN I'll", IN VARIES �( MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) \6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSOOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MCDIFED PROCTOR. . \ WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED L_ IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR PLAN - 110 (D PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID I'}'R �r:1 DEPARTMENTT PAVEMENT WITH OVERLAY %o FINISHED GRADE ELEVATION 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN I POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE >, INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERTICAL CROSS SWLL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BOND FLAIL.?E ON TOP OF CRO55 WRH 2" TAP A 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF GLEANING 'POLY-M-) ONE BOND FLANGE 0" BOTTOM OF CROSS ONE PLUG (RAJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISNFECTON OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 DEPARTMENT WATER MAINS LARCH Z010 R-401508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J EDEVELOPMENT ENGINEERING :0:] 08/12/2019 O WATER UTILITY _ agafour 08/09/2019 0 DATE., HUYNH SHORT PLAT 8105119 Z CITY OF L UA 17- 000855 FIELDSOOK. NIA REN TON PAGE NIA k;%Rjl DRAWING N0: PlanninglBuildinglPublic Works Dept. CONSTRUCTION DETAILS 17597 SHEET., n OF. 10 0 0 v w L Know what's below. Call before you dia. NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 97 M 2'x2' CALCULATED BEARING _ PAD (TYP BOTH ENDS) WI4x109 BEAM 2' MIN W14X109 BEAM 2' 58' 5'1 2 r PIPE SUPPORT PIPE SUPPORT T 2'x2' BEARING PAD 1 APPROVED SHIELD � 5' PIPELINE SHORING /�A �. X / 4 RA NI ON SUPPORT A A �� STRAPS SPACED 10" APART 2' MIN MINIMUM DEWA R PROPOSED 8" SANITARY SEVER 4-2" NYLON RATCHET STRAPS W/ 10,000 LB EX 36' WATER TR 5' RATING TRANSMISSIISS ON LINE "7�7, ' EX W' SPU WATER �6" MIN BEDDING MATERIAL TRANSMISSION LINE f PROPOSED 8" SANITARY SEVER 2' MIN SECTION B-B J PROPOSED SEWER CROSSING PLAN VIEW STA IO+U10, LO' RT I� 13' ZONE OF �I INFLUENCE I 1-1/8- PLYWOOD OR 4- TIMBER LAGGING (TYP) Q Q SHORING SHIELD (TYP) (D PROPOSED 8' SANITARY SEWER 0 5' W14xIO9 BEAM PIPE SUPPORT ON 2'x2' BEARING PAD nrnrinu A A Encompass/.� ENGINE ERING&SURVEYING nglon �/ WeAcm wiIIiawmm 4: 165 NEluniper SVeel, Sulte201 • Izemah, WA SMUT • Phme: (425) 392-0250 "Fu: (425) 391-3055 &Acm Wahivm DIuivon 4O7SmftmA BkAI "C'k Elum, WA 98922 "%mrle: (509) 674-7433 • TV. (509) 674-7419 C EXISTING PAVEMENT NOTE: STRAPS TO BE MONITORED USING BANJO TEST TO ENSURE STRAPS ARE CARRYING EQUAL TENSION 6' MIN BEDDING MATERIAL otiE E. VAyyV'1"G F aq ryAB NBST97 6 TONAL 8105119 I I I I NOT STOP WORK AND SUPPORT PIPE BEFORE TRENCHING WHIN 5" OF SPU WATER MAIN. I I I I I I I I I I I I I I ZONE OF INFLUENCE NO. I REVISION I BY I DATE I APPR 2k7 CALCULATED BEARING PAD (TYP BOTH ENDS) 1-1/8" PLYWOOD OR 4" PER PLAN TIMBER LAGGING (TYP) 10" MIN CONTRACTOR TO PROTECT EXISTING PIPE Q) APPROVED SHIELD PIPELINE SHORING MAXIM BEAM PIPE SUPPORT 2" NYLON RATCHET STRAP W/ MIN. 10,000 LB CAPACITY QUANTITY PER PLAN SINGLE BEAM W/ STRAPS PIPE SUPPORT SECTION DETAIL LOADING SEQUENCE: NOTES: 1, EXCAVATE ME APPROPRIATE TRENCH WDTH DOWN TO ME 1, ALL STRUCTURAL STEEL SHALL BE DETAILED AS PER AISC SPRINGLINE OF ME EXISTING SPU PIPELINE. STANDARDS MEMBER SIZES SHOWN ARE MINIMUM REQUIRED TO 2 PLACE BEARING PADS AND SUPPORT BEAM ALONG EXISTING SPU MINIMIZE DEFLECTION EQUIVALENT OR LARGER SIZES MAY BE WATER LINE, CENTERED AT ME LOCATION OF ME PROPOSED SUBSTITUTED WITH PRIOR APPROVAL. UTILITY BEARING PADS TO BE SET BACK FROM EDGE OF TRENCH 2 DESIGN LOADS: PER PLAN. PIPE WEIGHT = 250 PLF 3. EXCAVATE FOR AND INSTALL NYLON SUPPORT STRAPS MINIMIZING WATER WEIGHT = 441.26 PLF ACTUAL EXCAVATION UNDER ME EXISTING SPU WATER LINE. BEAM WEIGHT = 68 PLF 4. PRE -TENSION STRAPS TO SUPPORT PIPE, CLOSELY MONITORING SOIL W IGHT = 124 PCF FOR DEFLECTION OF ME EXISTING SPU WATER LINE AND SUPPORT 3, CONSTRUCTION MEMOS MUST BE EMPLOYED TO SUPPORT ME BEAM USING ON -SITE LASER CHECK EVERY 30-MINUTES PIPELINE DURING EXCAVATION. SUPPORTS SHALL BE INSTALLED ESTIMATED XaECRON OF SUPPORT BEAM: AS SOON AS ME PIPE IS EXPOSED AND REMAIN UNTIL TRENCH PROPOSED WATER CROSSING 0.008 INCH BEDDING AND BACKFlLL IS REPLACED TO SUPPORT PIPE IN ME 5. EXCAVATE TO FINAL GRADE, MINIMIZING BEDDING LOSS TRENCH. 6. BACKFlLL AND COMPACT TRENCH PRIOR TO REMOVING NYLON 4 EXIS➢NG SPU WATER ONE IS LIKELY BEDDED WM P-GRAVEL' STRAPS AND SUPPORT BEAM EFFORTS SHALL BE MADE TO MINIMIZE UNDERMINING ME SPU 7. CONTRACTOR TO PROVIDE BACKFlLL AND COMPACTION METHOD LINE DURING EXCAVATION AND INSTALLATION OF PROPOSED PRIOR TO CONSTRUCTION. CROSSING UTILITY 5. SPECIAL FILL AND/OR COMPACTION MAY BE REWIRED DEPENDING ON ME MEMO AND DEPTH OF EXCAVATION. 6 WBRADONS COULD DAMAGE ME SPU WATER ONE, THEREFORE PHASING NOTES; PILE DRAMS, PLASTIC AND OTHER VIBRATION PRODUCING WORK MAY BE RESTRICTED 1. MINIMUM WIDTH OF WENCH CONTRACTOR ESTIMATES 3' TO REDUCE 7 HEAVY LOADS COULD DAMAGE ME SPU WATER LINE, THEREFORE LOSS OF PEA GRAVEL. PIPE PROTECTION INCLUDING BRIDGING MAY BE NECESSARY IF 2. SPEED SHORE WM FINN FORM BOARDS TO BE USED TO MINIMIZE HEAVY EQUIPMENT CROSSES ME PIPE FLOW OF PEA GRAVEL UNDER PIPE. 8 SPU OPERATIONS IS TO BE OVEN AT LEAST 2 WEEKS' NOTICE TO 3. BACKFlLL WENCH WM CRUSHED ROCK AND BED SPU WATER LINE PARTICIPATE IN A PRE-CONSRUCRON MEETING W M NEW PEA GRAVEL. 9. SPU OPERATIONS OR ENGINEERING WILL NEED TO MONITOR AND INSPECT CONSTRUCTION AROUND THE SPU WATER LINE. 10. ANY WORK IN CLOSE PROXIMITY TO SPU'S WATER LINE, INCLUDING LOCATING BY POTHOING, MUST BE SUPERVISED BY SPU. CALL SPOTS LAKE POUNDS HEADQUARTERS W TH 72 HOURS' NOTICE AT 206-684-J933 OR SPU WATER OPERATIONS CENTER CROSSING NOTE: AT 20-733-9300. IL STRAPS TO BE MONITORED USING BANJO ZEST TO ENSURE STRAPS ARE CARRYING EQUAL TENSION 1. WHEN CROSSING SPU'S PIPELINE WM WATER OR SEWER MAINS, 12, STOP WORK AND SUPPORT PIPE BEFORE TRENCHING WHIN 5' ONE (16' OR 20) SECTION MUST BE CENTERED ON SPU PIPELINE OF SPU WATER MAIN. R-401510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q Q- O 2 nnAna SDM " wu " CITY OF HUYNH SHORT PLAT s/Ds/Te �"INX" N/A EMW '� RENTON LUA17-000855 m TLK 17597 DnruM Planning/Building/Public Works Dept. SPU PIPE SUPPORT PLAN ""%FII EDM �� uue 4vvmi¢r gym,. EDM sar 10 m 10 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON I 042305-939' 042305-9392 00. 30� 9393 042305 -9394 I --- -emu © ---------------, I r >as �r rr weua L® 1 LOT 1 I I 8 042305-9307I � Ii 5.88819'JOfE PRIVATE SMlo.00,' . J 8,051 SF I MANAGEEASEMENT FF-42.0 6S-- '.4I m l _------------_ _ __I I — -- — S8819'30"E :M78' to. LWOSCAPE h — oWlVATE MAWA6E 1 D15EMENT G4'3p5TR-a 0423G5-942J. I 042305-9421 042305-9a20 �yD. MeL. I I i �� of AaNV'QtS 1 i a Lsi�sasO I ALLAIID I . THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHORN ACCURATELY REFLECTS EXISTING flEID ITIONS AS OF THIS D /E ARY 4, 2021 Z-5•LI 1i STEWY D. McCASKEY KS 42876 TRACT )B 1. THE APPIJCANT MUST COMPY NM ALL RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING STUDY PREPARED BY MICA➢ GROUP, INC (DATED ,A)LY 14 2=7) I APPLICANT MUST OBTAIN A "WPM PERMIT AND COMPLETE A FINAL INSPECTION FROM THE CITY FOR THE REMOVAL ON ME RESIDENCE AND WAGE ON FUTURE LOTS 1 AND 2 IN ORDER TO COMPLY WM RESDENTIAL-6 (R-6) SETBACKS OF ME ZONE PRIOR TO FINAL PUT APPROVAL. J. TM APPLICANT SHALL RECORD A NOTE ON THE FACE OF TM PLAT MAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHW AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN TRACT A. A DRAFT VERSION ON A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REWEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER RVOR W SHORT PUT RECORDING. 4. ME APPLICANT SHALL SUBMIT REMSED UNDSCAPE PUN WITH A 10-FOOT LANDSCAPE STRIP ACROSS ME MME FRONTAGE OF LOT 1 IN ORDER TO DDIONSTRAIE COIAPUMN MM THE LANDSCAPE REONREMENIS IN RMC 4-4-070. 6 MW FENCING INSTALLED ALONG TM NORM PROPERTY LINE SHALL BE INSTALLED IN A MANNER MAT WILL NOT DAMAGE ME OFF5ITE WES ON TIK ADJACENT PROPERTIES. 6. A CURB SHALL BE CONSTRUCTED BETWEEN ME DRIVEWAY EDGE AND ME LANDSCAPE BUFFER IN ORDER W PROTECT ME LANDSCAPE STRIP FROM IMPACTS CREATED BY VEHICLES. 7 ME ARPUCANT SHALL COMPLY WIN ME RECOMMENOATONS OF ME ARSONIST REPORT PREPARED BY AREMYST NW (DAM NOVEMBER TOM, 2017) WALE ENSURING FIRE DEPARTMENT APPARATUS ROADWAY REWIREWI015 ARE STILL BEING MET. & LOT 1 SHALL BE REQUIRED TO TARE ACCESS FROM ME SHARED DRIVEWAY TRACT, SPECIFICALLY OFF ME HAMMERHEAD TURN AROUND. MIS RE IRICTRN SHALL BE RECORDED ON IHF FACE OF ME SHORT PLAT. 9. TIE COMBINED BUILDING SETBACK AREA FOR ME NORM AND SCUM YARDS ON LOT 1 SHALL SE 20 FEET, WM A MINIMUM OF 10 FEET ON THE NORM PROPERTY UM. 10. ME GARAGES ASSO IAIED WITH THE HOMES ON LOTS 1 AND 2 SHALL BE LOCATED ON ME WEST WAGES OF ME HOMES AND TM GARAGE DOORS SHALL NOT BE VISIBLE FROM ME PUBLIC STREET. 11. IHE NORM FACADE OF ME HOMES (SECONDARY FRONT YARD) ON LOT I AND LOT 2 SHALL BE DESIGNED IN A WAY MAT PROVIDES OONIFICANT VISUAL INTEREST INCLUDING BUT NOT LIMITED FOX EXTRA GLAZING, WILDING MWULA7M, AND MATRIX VARIATION. ME DESIGN SHALL BE SUBABTIED WITH ME BUILDING PERMT APPLICATION FOR EACH LOT AND SHALL BE APPROVED BY ME CURRENT PLANNING PROJECT MANAGER PRIM M BUILDING PERMIT ISSUANCE 12. HOMES BUILT ON LOTS 2 AND J SHALL REQUIRE AN APPROVED FIRE SPRINKLER SYSTEM REGIARDLESS OF SIZE DO TOY 16-FOOT WIDE ACCESS ROADWAY SEPARATE PUNS AND PERMITS SHALL BE SVWITTED TO ME RENTON REGIONAL TIRE AUTHORITY FOR REVIEW AND PERMITTING, IWTF�afyrrreix: IF MERE ARE ANY DISOREPANCYES BETWEEN DIMENSIONS IN MAKINGS AND EXISTING CONDITIONS WIICH NU. AFFECT ME WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO ME ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WIN ME WORK. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME PROPER FITTING Or ALL WORK AND FOR ME COORONAMN OF ALL TRADES, SUBCONTRACTORS AND PERSONS ENGAGED UPON MIS CONTRACT. EVSTNCUTnmNOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAW BEEN ESTABUSTO BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IF IS ME SDIE RESPONSIBILITY OF ME CONTRACTOR TOY WDEPENDENRY VERIFY ME ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURITER DISCOVER AND AMD ANY OTHER UTILITIES NOT SHOWY HEREON WHICH MAY M AFFECTED BY ME IMPLEMENTAWN OF MIS RAN. CONTRACTOR AGREES MAT HE SHALL ASSUME SOLE AND COMPLETE RESPGNSISUTY FOR JOB ATE CONDITIONS, INCLUDING ME SAMN OF ALL PERSONS AND PROPERTY, WRING ME COURSE OF CONSTRUCTION ON TINS PROECT, AND MAT MIS REQUIREMENT SHALL APPLY OONRNUWSLY AND NOT BE LIMITED TO NORMAL WVRMNG HOURS ME CONTRACTOR MALL DEFEND, WDEWNIFY AND HOLD ME OWNER AND ME ENGINEER HARMLESS FRAM ANY AND ALL LIABILITY, REAL OR ALLEGE, IN CONNECTION WM ME PERFORMANCE OF WMK ON THIS PROJECT, EXCEPTING FOR LIAMUTY ARISING FROM THE SOLE AMUGMCE OF ME OWNER OR ME ENGINEER. • Encompass oEAE� • G 0T wA G p ENGINEERING 83URVEYING Western Washington Division 165 NE Juniper Street, Suite 201 " Issaquah. WA 98027 " Phone: (425) 392-0250 " Fax (425) 391-3055 3eee7 ,k� DW what's below. Eastern Washington DivisionA, �clsrF�tp' 1 407 Swiftwater BIM. • Cie Elum, WA 98922 • Phone: (309) 674-7433 " Fax: ZONAL Y ' III before you dia. (509) 674-7419 o2l05l2021 NO. REVISION 042305-9419 1 1 042i05 eon NE 20TH AVE. GARBAGE: REPUBLIC SERVICES GAS & ELECTRIC PIGET SOUND ENERGY WATER M SEWER CITY OF RENTON LINE TABLE LINE DIRECTION LENGTH Lt SMB'54'W L2 118819CION 10.53' 0 S038'5ew 8.30' L4 50'S8'5CW 7.70' L6 NNIVA0"W Iss LT 5038'5ew 4.W Curve Table Curve # Length Radius Delta Ct 38.97 2SW 0891824' C2 39.57 25.00 090Y1'36" M-E I WOO, 7 $a n 30' 30' R.O.W. DEDICATION 800 SF Q 0 5 10 20 I1 1 1 SCALE 1" = 20' PROJECT INFORMATION: OWNER: KATHY HUYNH 2806 NE SUNSET BOULEVARD, SUITE F ROM WA 9W56 (425) B91-3829 SURWY'OR; STEW McCASWX PIS ENCOMPASS ENGINEERING & SURVEYING 10 N.E. JUNIPER STREET, SUITE 201 VICINITYMAP N.T.S ARCHITECT PAUL MONSEF MONSEF WNOGH DESIGN GROUP 2806 W SUNSET BL W. SUIT F RENTON, WASHINGTON M56 (208) 612-8647 MOTOR ZACH LOW MIGZI GROUP INC PO BOX N640 TACOMA. WA 984,18 ISSAWAH, WASHINGDXN 98027 (25J) 537-94CO (425) 392-0250 ENGINEER: NIGGLE MECUM, PE ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET. SUITE Z01 ISSAQUAH, WAWYNGTON W27 (425) 392-0250 SITE INFORMATION: 1 TAX PARCEL 042J05-WM BUILDING SETBACKS: SIZE ADDRESS "7 UNION AVENUE NE m FRONT - 25 FEET SiT AREA: Jz457 SF. - a75 ACRES A" - 25 FEET DISTURBED AREA:J2457 SF. - 0.75 ACRES © six - 15 FEET TOTAL INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS MINIMUM OOSURE W LOOPS WAS 1:22,000, IN ACCORDANCE WM WIC 332-130-090. REFERENCES: R1 SHORT PUT 67714 RECORDED UNDER AUDITOR'S FILE NO.. 77121NI605, RECORDS OF KING COUNTY, WASHINGTON. PROPERTY CORNER C R2 RENTON SHORT PUT 1U14-000916, RECORDED IN BOOK J48 OF SURWM NM1Nl WINNER PAGES 192-194, RECORDS OF KING COUNTY WASYMM. NORTHING ItOM,187 EASING: 1311371.256 RJ PETTT MEADOWS, RECORDED IN BOOK MY OF SURVEYS, PACE M-4O RECORDS OF SW MEAST CORNER KWG COUNTY. WAWNGM.. NORMINC 188734.493 SHEETINDEX EASnNG IJI1J69.BB5 TITLE SHEET COVERSHEETISITEPLAN 1OF10 GRADINGIUTILITYIDRAINAGEPLANA PROFILE 50F10 SON -- I 'wry®I 1^ = zo' NON IFM DATUM NEM ix ae�ew awAxmvnr cM CITY OF 'R RENTON Planning/Building/Public Works Dept. ZONWG RESIDENTIAL (R6) MAX. BUILDING COVERAGE 4OC MAX. IMPERVIOUS SURFACE COVERAGE 55% CROSS IMPERWWS AREA: MARE SF NET IMPERVIOUS AREA: 14847 SF COWREHENGYE PUN D GMATION: RESIDENTIAL MEDIUM DENSITY TOTAL PROPOSED LOTS 3 PROPOSED BUILDING COVERAGE 6,056 SF - Is PROPOSED PUBLIC SWEET DEDICATION 800 S0. FT. PROPOSED LOT AREAS (GROSS) PROPOSED WILDING SIZES LOT I - 4051 S0. FT. 1, 767 SF. LOT 2 - 7,769 50. FL I'm SF. LOT 3 - 8,817 SO. FT ZWYI IF. LOT IMPERVIOUS AREAS (GROSS) IMPERVIOUS AREAS (NET) LOT I - 2.769 SO. FE zdSI IF. LOT 2 - Z507 SO R. 2001 IF LOT J - AIM SO. FT 2,535 S.F. TRACT "A" PRIVATE ACCESS & UTUVES 7,000 SO.. FT CRIMAL AREAS: WELLHEAD PROTECRCN AREA ZONE 2 PROPOSED NET DENSITY: - &M W/GA MAX ALLOWABLE DENSITY - BOO WIGA PARKING REWIRED: - 5 SPACES (2 SPACES PER LOT) LEGAL DESCRIPTION: TRACT I, WING COUNTY SHORT PLAT NO 677115, RECORDED UNDER RECORDING NUMBER 77121306M RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN ME COUNTY OF KMG, STATE OF WASHINOM TES: VERTICAL DATUM: NACU W BENCHMARK: ON OF WNTON VERTICAL MONUMENT 0159 ELEVATION-4IS95 FEET ON OF MM VERTICAL MONUMENT 1891 E JNAnON-454.09 FEET BASIS OF BEARING: NO1'S6'05"E, LINE BETIM ON OF ROM MONUMENT 1838 AND ON OF RENTON MONUMENT 101 R-401511 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HUYNH SHORT PLAT LUA17-000855 COVER SHEET / SITE PLAN was R C` 9 W 9391 8 �I PI T307 INS M 430 AM 425 LOT 3 DRAINAGENOTE LOT J ROOF DRAINAGE N BE SLIT EQUALLY BETWEEN INRLMARON TRENCH AND DRYWELE 042305-9392 PROPOSED PERWABE DRNEWAY� L_J 11 IF 6" 0 200A' Am--- - - 11+00 - / PRIVATE 37.6 IF I 10' PRIVATE S SEM DRAINAGE EAENERGENCY O OWFRRgY LOT 3 B' R:-4JB:E 'P C1EANOLR PER 8,817 SFC.O.B. SR" RAN' FT.4J7.0 226.0 ON SHEET 7 MT) EMERGENCY PRVATE 5 IF PRIVATE 7 LF 80 01 0 12A 042305-9394 Rr fNO CEMENT COW. CLAW Sr-13+2S58, S00' W 2S PRIVATE CB/T, RPE I I� STAID+24.0Z S22' Ri r R81M. 7 am M .44 / 8" E+4JS.00 PRIVATE J23 IF e•a35Le I PPoVATE B LF 8' 10' PRIVATE STORM I �a O S.BBW -----L--------; DRAINAGE EASEMENT E. S2 B• (111 AR A LF E-A3Au B• (W,0 O OS _MAT 5 LF 8" a IBPRIP PAD 0423051R-A 8'X7k1' THESE PLANS ARE "AS -BUILT' AND THE INFORMARLR4 SHOWN ACCURA TEL REFlECiS E)('SIT FIELD CON ONS AS OF N15 D :: FEB�U Y 4, 202IY 4, 2021 iZ-5-215- 4 SHE D. WCAWEY PCs 42676 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON RETAINED TREE NOTE: ARBORIST IS TO BE PRESENT ON SITE EXIST SSMH C8 T-1 RIM=44559' RIM=445.86 CENTER OF 6" CONG IE (NJ 12" CMP =44066'� CHANNEL (N. & S)=432.19" Ic (S) 12" CMP =44066' DURING CONSSOCIA CW UT ME SHARED EtSEMflB OITY B DRIVEWAY, STREET RMT UTILITIES k THE ALWCENT PROPERLY '7 IX,mRC AOflITINNI rowux PUBLIC STREET FRONTAGE pWNEIT FOR SIDEIAK ESM7 If 042305-9395 BECa CEMENT C'dM CURB CFAIE1 21 78 CURB 042305-9287 OFFSET 1p+21.78 SfAfo+J9.08, B00' M OFiSET 1p.00' ITT CLEAAtlIR AID 2'x2'xI' PRNAIE ZZ TYPE IL n T CONCRETE PAC PFR PRIVATE CB/S TYPE 1 GQR. STD. PLAN 40.r.I STAII+IA69, MY RT STA t0+H.4A ' Ri OPoIiWAY � LEJENT CONC. -3QV SHEET 8 (1WP) RNI=441.10 R81M4.126 - 5TO PLAN IN 2 CURS (i ..r HP "1.45 IE=4JSBS 12" (E) EMJ76S 2.00 � 3 EMT7.42, 12-IS) _ 'EJ+00 - J14S 1F B' Mt I.OAt :.PRIVATE IO 12 - 16'69 Yam': :yjl.g5 11+00 MM 440 VA-13+1311, a4' IT 173 1F 8• P1M.A19.45 - CUSS 5J q WM T - T - - - - T IE.4J6.00. 6• (E) - I• WATER SERNCE 441.20 _ -N I.92 SEN X-4#00, 6- (W) F11R LOT 2 PER _ _ _ _,WATE TE 63 L} I Cto "i sumadci1�.O.R. STD. PLM SEM'ER S/lIB HIW FIVE COIL S ASRANJIa 6• �4y. b 0-158*- I'OR ! J20.1 DWP) SEA 12+15 44f.95 \ PER CQR ST0. PLAN JI0.1 f0' EUENT B' IE=IJ45pt 1 _ SWT1+50.01, 17.92- LT EASEMENT O CD.RI STD. PIANR ''. LOT 2 18 LF 6' PVC 44101 1 T 1 ib• 7APPRTO TEE (k&fQ PROPOSED e I fI + O 320.f (iWP) 7,789 SF PER COOT 9 1 442.01 ( ) �9`� B'TAPPaG VALVE FWU PEPoAFABIE 4 E PRIVATE CD/5/, rroE 1 Fr.4ao PLAN 406.1 (NP) 20� W � LOT l I DRIVEWAY 4 �L =Ld RIA1mm438.21 til I g`` E-4JSoe, am (a) . 8,051 SIF 4e OVERFLOW a I" WATER SERME.FF.442.0 442.09 FOR LOT I PER A e• EW438.00 / COAL SIR PLAN EAORWEACIF s a • HI.BB J2J.I (IFP) a'E101OW ° J6 b• w. E-40o . PRN,IIE a PRIVATE 11 LF 8' ----'- - - s 8 8 18'30'E+5), `- - - -- - - - -- - - RLw43B0i e 2SJ! 6vDRAMY PMWIE 5 LF 8' CLP a SBI - `E=4.14.88, 8' (N)S.F. 10' LANDSCAPE 0 xmm N,f2, 6• (W) i PRIVATE DRAINAGE E=4355Z 8• (NE) EASNENT 042305-9422 042305-9421 PRIVATE CB/1. TFPE 1L 042305-B420 /SpLq SOIL AMENDMENTN07E ALL AREA OUTSIDE OF BUILDING FOOTPRINT TO HAVE AMENDED SOL PER C.G.R. SID PLAN 264 ON SHEET S SEE APPENDIX C2.IJ OF THE 2017 ON OF RENTON SURFACE WATER DESIGN MANUAL FOR SCL AMENDMENT DESIGN GUIDELINES a S SMH/I � SiA8+8S8S 0.88' RT y IEWQ4S4J I 8' 4' ANS) ENTER O CEIRER CF CIlN'NEL I CONNECT TO . - IX 12' a WAIERIl1M RI AGCYIRDVICE WIIN CRY 'I: l/T5 OF RENTON RET.0, LT LW A STAS+BOLOS 9.0E LT 1118' TAPPBFG TEE (M,IXFL) �8' iAPPNF9 VALVE (FIxW) _. QJ QK W/THR08 .r STD. PG Pflt C.O.R. STD. PLAN J00.1 I $ SAWCUF EXISFA'G PAVEMENT R a ' WATER AND SEWER CONNECW AND RESTORE PAME TENT AND FOCIINE PER CO.R. STANDARD = o ' i2 06 r-z R I^ sa0 97 NEW TLNC CORE'MILEOF'EN20 R Lf s�,, PROVIDE WATER TWNB SELL 042305-9419 W LID RISIOE CROP STRUCTURE STA10+4156, 57.75' LT M-442.01t 042305-90771E�.15. 12• (N'•SE) Ew4J9.70, 8• (W) ..I PRIVATE 26 LF I2• CCP a 1.81 LVC�J0.00 LVC=J0.00 N EL441.1 0 z 0 5 10 20 i I(EYNOTES. SCALE 1" = 20' 0 WTFIRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONS]R 11011 O N/A © N/A O INFILTRATION FRENCH SYSIEM M RE CONSTRUCTED UNDER SINGLE FAMILY WILDING PERMIT PER DETAIL SHEET 6 ALL IMPERNOUS TO BE ROUTED TO TRENCH (Ne). O AREA GRAIN TO FC PWWDE DOWN TURNED ELBOW IN PAYED AREAS. O PROPOSED MAILBOX LOCATION. © EXISTING MAILBOXES TO SE RELOCATED, COORDINATE WITH POSTMASTER OH 10'0 x 5' DEEP INMIRATIW DRYWELL PER DETAIL ON SHEET 9. W NOT CONNECT FOOTING DRAINS O N/A 6" NICTC 4'X4' ENARNM PAD TO BE PLACED BETWEEN SPU WATER QJ WJN AND PROPOSED B• WATER LINE, CENTERED ON CROSSING. AREA OF TRENCH WIN LESS THAN J' OF COMER TO BE SACKFILLED Q WITH COF. W Cr CL 20' PRIVATE ACCESS / OWN EASEMENT L Ii. C8 i-1 W ACCESS RIM=441 03 2 JE (NJ 12 CW 6' IE (S) 12 MP -f' CUTTER 2 '.E (E.J 6 PVC 43805 H IXI511NG.. 4f 2% FND CEMENT CHIC. CURS G O STA 10+21.88 Ti?2 OFFSET M.151T O SUBCRAOH POROUS ASPHALT OR CEMENT CWCREIE PERMOIS CONCRETE III CURB PER PLAN f01 PER C.O.R. STD. PLAN 261.10 EX)ST SSMH ( _RIM=439. 90 .� CENTER OF 6" CONC. CHANNEL AREA TO K RIM=440.9T (N.,S. & W)=430J5' PRIVATE CBjz, TYPE 1L F11IID W E(Sp6"'CMP-43` 37 W Le @( NNP-43i 7 STAfON4.4A 04 Rr PoIM41S28 e;j 02' 074 ALL CORE d4 DEDCATIM E=A17.5S 12" (W)I k OPBW E=4JT.42.r (s)I WATER 1' 8' - PROWDE SIDEWALK 12 CPP a 1.59R CONNECT TO IX. 12• Is _5M Ie E C. DRAW AT - �.43 F U _--- --- PRM41E 1 8' W/1•a0.. YANG INRUS �.-- RRI�39.0 d --------- --- -.� - .I� E.4,15.82 B R -- / ----.. 1. -- ----- �-__-_ � GRACE AT J'M _. IM LF CLASS W C/L A ACCESS . - . WWIERNAW 6•WN. CLEARANCE LID IF B•. ..... u./2• 5Ja el n- I fJN. li R is LF B•SSA PU-P RA h Ott LF 2 MIN RB&m. .45 C9 f B' s asW. PRAKIF I E Sr SM I��. 1/TE S15 .00.16•(Ili 6 �AM1J PER C.O.R.Jf0.1 6 E 032.57 E�AISOW, ) TE TYPE 1 A17+SAC2, IT Sr LT E�4JB.66, 12- E) i TE. IF.. lE. 09/4.. 1- K AU.T2, A1N24.02; 33 RT 8 'TAPPING TEE P 111E CB 1 rM IL A9+ 8S 0. RW�MJ.4J d,16.0B MJ9.22 6 TAPPING VAUE ) B =4JA52, 80 (N) PMWIE S 1 A ". 8• (W). ..7E W/RIRWT. BL 6u pRpp LCNP B' .434.448•(W 07. 7 LF SfIP+43SS s7. 7i 92 8 a 0 2.11E RE H2.0*1 EMJL7S 8' E.AT8.52, B -_ E .TO, 8• An 14+45 14+00 Encompass, ® ENGINEERING B SURVEYING 11 Western Washington Dhlsim 165 HE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone' (425) 392-0250 • Fax: (425) J91-JO55 ow what's below. Eastern Washln9lan Division 407 Swiftwater BIM. • Cie Sum, WA 98922 • Phone: (509) 674-7433 • Fax: III before you dla. (509) 674-7419 13+00 12+00 TRACT A ACCESS HORIZ. 1"=20' VERT. 11=5' O1'S; E. AfgC C WA G pP m z Wesx7.� l¢ 1 10NAL ASBUILTS D2/D5/zozl N0. RENSION 11+00 SON 1• = 20' oPam THEM tFM Ww "P' DANM VEIN 2 5/21 THEM arum NQ1 X XMW a[WI BY DATE APPR rrA u"ptl1°"n'' HIS wiesum W ACCORDANCE WITH CITY OF RENTON REd]MEWENTS szAH,ecio6. aff LT 120X80 TAPPING TEE (AIJWIL)7CEWNTB• TAPPRFG WLWE (FTxMJ) W/NRUSf BLOCpNG CQR. SC 4 PER C.0.R. STD. PLAN JW.I 14 102 s) 425 ,in 10+00 9+80 OCl TY OF REN ' RENTON Planning/Building/Public Works Dept. W' R/W 6' PLANTER 71141 22' METRIC PAVEMENT SAWCUT MST. PA"! MATCH MST. SECTION DIN UNION AWL. HE 6• HMA CUSS METE 1/2. 64-22 6" CRUSHED SURFACING AN TOW COURSE ADDITIONAL STRUCTURAL FILL MAY BE REWIRED DEPENDING ON S&L CONDITIONS CEMENT CONCRETE WITH PER CQR, STD, PLAN 101 (2) STREET TREES REQUIRED TYPICAL SECTION UNION AVE. NE W-401502 S-401502 R-401512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Q J CL i cn HUYNH SHORT PLAT az/o5/z021 Z LUA17-000855 GRADING / UTILITY / DRAINAGE 'wP N A 17597 PLAN & PROFILE w•x sm In