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HomeMy WebLinkAboutzR-3998Set00 0) I II I • .-, Ill 0 co a cVC4 � c n I Q z z c I I I �I i I 25' I� TRACT 104 C. D H1,111 A.N S GARDEN OF EDEV DIV 2 VOL. 11, PG. 64 - - ---- - - -�- N88'50'09"W 201.87' r 10.00' 100.04' - - - - ---_.. - - 95.33' - - o TRACT.A--- --- ---- BseL (TYP.)__-- 100.04' I I O 25.00' I 00 a I o I LOT 1 Z TRACT 10.3 TAX PARCEL "� I ^ I 10,047 SF C. D. H/LEDL,VAN;S ``' I I 334270-0510 GARDEN OF EN DIV. 2 I I VOL. 11, PG. 64 of I LOT 1 i I Z I 7,947 SF I I o I 6.5' ROW DEDICAITION I I N89'43'43"E 25. DO' , -- 25.00' 0.88' I 5. 00' I 5.00' --i 25.00' --►I , N00'l2'18"W r`25.54' `- -- -- - - 5.00' i N88'467587204.8 ,11 I� 98.29 OUND REBAR & CAP LS #10301 0.2' WEST "SWAN VUE SHORT PLAT"I RENTON SHORT PLAT #LUA-20-0188-SHPL REC. NO. 9712129002 I oM LOT 1 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 FIT77NG OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE., ALL LOCATIONS OF EXIS77NG 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. Encom---pass, ENGINEERING & SURVEYING Westem Washington Division 165 IVE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 - Far: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 TRACT 102 ' FOUND REBAR & CAP C. D. H/LLMAN'S I - LS #10301 I GARDEN OF EOEN DIV 2 0.2' SCUT H VOL. 17, PG. 64 I NOTE: LOT 2 • IMPERVIOUS SURFACE ON LOT I MAY LOT 3 NOT EXCEED 3,205 • IQ IMPERVIOUS SURFACE ON LOT 2 MAY NOT EXCEED 3,695 SQ.FT I CONDITIONS: THE MATVEYEV SHORT PLAT, FILE NO, LUA17-000503, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS- 1. THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN THAT INCLUDES THE REQUIRED SHARED DRIVEWAY TRACT LANDSCAPING, REQUIRED FRONT YARD TREES FOR LOT 2, AND COMPLIES WITH RMC 4-8-120D.12 AT THE TIME OF UTILITY CONSTRUCTION PERMIT APPLICATION TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUC7ON PERMIT ISSUANCE. 2• THE APPLICANT SHALL SUBMIT FOR A DEMOLITION PERMIT FOR THE EXISTING RESIDENCE AND ALL REQUIRED INSPECTIONS SHALL BE COMPLETED PRIOR TO THE APPROVAL OF THE FINAL SHORT PLAT. 3. THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN SHOWING TWO (2) ADDITIONAL TREES ON LOT 1 IN ORDER TO MEET THE MINIMUM TREE DENSITY REQUIREMENTS OF THREE (3) TREES. ONSITE LANDSCAPING SHILL BE INSTALLED PRIOR TO FINAL OCCUPANCY FOR THE INDIVIDUAL HOMES AND LANDSCAPING WITHIN THE RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO SHORT PLAT RECORDING. 4. ALL HOMES REGARDLESS OF SIZE REQUIRED AN APPROVED FIRE SPRINKLER SYSTEM DUE TO 16-FOOT WIDE ACCESS ROADWAY, SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO THE RENTON REGIONAL FIRE AUTHORITY FOR REVIEW AND PERMITTING. 5. 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 THE SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 6. IT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT THAT LOT I VEHICLE ACCESS SHALL BE EXCLUSIVELY FROM THE SHARED DRIVEWAY (TRACT A) AND DIRECT ACCESS TO PARK AVE. N SHALL NOT BE PERMITTED. 7. PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING STUDY COMPLETED BY COMPLETED BY EARTH SOLUTIONS NW (ESNW), LLC. (DATED MAY 18TH, 2017) FOR THE SUBDIVISION. LEGAL DESCRIPTION: �i TRACT 103 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO F"' SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, ORECORDS oZ OF KING COUNTY AUDITOR; EXCEPT THE EAST 400 FEET THEREOF; AND EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED 0 5 10 20 LINE. - COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 103; SCALE 1 = 2 0 ' THENCE SOUTH 8844'38" EAST ALONG THE SOUTH LINE THEREOF 204.83 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'09'58" WEST 25.54 FEET - THENCE NORTH 89'46'03" EAST 0.88 FEET,• THENCE NORTH 00'13'57" WEST 78.05 FEET TO THE NORTH LINE OF SAID TRACT 103 AND THE END OF DESCRIBED LINE; SITUATE 1N THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. DATUM: NAVD 88 CITY OF RENTON BENCHMARK: MERIDIAN NAD 83191 CITY OF RENTON CONTROL POINT #266 ELEVATION = 24Z87 FEET 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. PLAT INFORMATION NOTES: OWNER: EMIL MATVEYEV 807 KIRKLAND WAY KIRKLAND, WA 98033 SURVEYOR: STEVE MCCASKEY, PLS ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WASHINGTON 98027 425-392-0250 ENGINEER: NICOLE MECUM, PE ENCOMPASS ENGINEERING & SURVEYING 165 N.E. JUNIPER STREET SUITE 201 ISSAQUAH, WASHINGTON 98027 425-392-0250 GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805 136TH PLACE NE BELLEVUE, WA 98005 (425) 449-4704 ARBORIST.• AMERICAN FORESTRY MANAGEMENT 11415 NE 128th ST., SUITE 110 KIRKLAND, WA 98034 (425) 820-3420 LANDSCAPE. LANE & ASSOCIATES 13802 26th AVE. NW TULALIP, WA 98271 (425) 885-2319 PROJECT SITE ADDRESS: 3810 PARK AVE. NORTH RENTON, WA 98056 PROPERTY AREA: 21,067 S.F. (0.48 AC.) TOTAL PROPOSED LOTS 2 TAX PARCEL NO, 334270-0510 PROPOSED NET DENSITY 4.84 DU/GA MAX. ALLOWABLE DENSITY 6.0 DU/GA CRITICAL AREAS N/A PROPOSED LOT AREAS LOT 1 7,947 SQ. FT. LOT 2 10,047 SQ. FT. TRACT A 2,401 SQ. FT. ON —SITE IMPERVIOUS/PERVIOUS SURFACE SUMMARY.• EX. IMPERVIOUS SURFACE = 4,155 SQ. FT. NEW IMPERVIOUS SURFACE = 8,500 SQ. FT. EX. PERVIOUS SURFACE = 18,731 SQ. FT. NEW PERVIOUS SURFACE = 11,895 SQ. FT. _E E Was�f�� SURVEYED: SDM SCALE: 1 rho+ HORI ONTAL• NAO 1983/1991 L DESIGNED: NEM 39897 C�, DRAWN: LFM ISTER�1 AS-BUILTS NEM 02104121 SDM CHECKED: ONEIAT FULL NDATUM SCALE SIGI AL NEM SACC CN INCH 02104121 NO. REVISION BY DATE APPR APPROVED: CORDING NE 44TH ST 31 Z J J WN �v0 Z SITE Q N 40TH ST �O Zr 32 s Q Y Coleman Point 31 N 30TH ST •f� May Cr W 2F T 24 N �Q VICINITY MAP N. T. S. LAND USE DESIGNATION: RESIDENTIAL MEDIUM DENSITY (MD) ZONING: RESIDE1477AL — 6 (R-6) PROPOSED USE: SINGLE FAMILY RESIDENTIAL ZONING: CITY OF RENTON WATER & SEWER SYSTEM: CI TY OF RENTON SCHOOL DISTRICT: RENTON SCHOOL DISTRICT #403 FIRE PROTECTION: RENTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER: PSE NATURAL GAS. PSE TELEPHONE: QWEST THESE PLANS ARE "AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CON ITIONS AS OF THIS D TE. DE ER 17, 2020 /i -ZI STEVEN D. McCASKEY PLS 42676 AS -BUILT SHEET INDEX. TITLE NO, COVER SHEET 1 GRADING, DRAINAGE & UTILITY PLAN & PROFILES 4 Know what's below. Call before you dig. CITY of V%'IR) RENTON NkW Planning/Building/Public Works Dept. U j SIX I� R-399BO I IN COMPLIANCE WITH CITY OF RENTON STANDARDS � MATVEYEV SHORT PLAT L UA 1 i — 000503 COVER SHEET cl- 1- _ DATE: oz/o4/2I FIELDBOOK: N/A PAGE NIA DRAWING NO: 16645 Q SHEET: OF: 1 x Z j iz SE 114 OF NW 114 OF SEC. 32, TWP. 24 N., RNG. 5 E., W.M. CITY OF RENTON STATE OF WASHINGTON - - - - - _ N88'50'10"W 661.81' (R1) CALCULATED FOUND MONUMENT - - - - - INTERSECTION SSMH IN CASE RIM=116.55 IE (S)=99.60 % 3 N SDCB N 25' RIM=122.44 IE 12" RCP (S)=120.64 0 Ln Cd 3 J I I I 12" RCP CULVERT TRACT 704 SSMH 3 I IE=123.56 C. D. HILLMAN'S RIM=125.37 N GARD N OF f_DG.NDI V. 2 I IE 8" (N)=105.37 VOZ3 64 IE 6" (SE)=105.47 END OF WIRE FENCE O IE 6" (SW)=105.57 .... 1...... .... N 0.7' NORTH o END OF WIRE FENCE 0.2' N & 1.0' W OF CORNER SDCB N88'50 09 W 201.87 V) RIM=125.07 s ... . . ... % IE 12" CMP (N)=121.47 HEDGE LINE 10" CEDARs - - - sa 3 = / 10" CEDAR END OF WOOD FENCE .. .......... 0.6' S & 1.0' W ........ ........... so ---------- OF CORNER 12" CMP CULVERT ;s.......::'..��z�;...:........3.. o N 16" DEC. IE=125.00� ........... r 26" OAK 3.. GARAGE >- :.......................... .. SHED 3 �... . g. ... o o .................................................................. 138--------- ao ......... ....I.......'.'........ ............/ .-.� 3 . A.SPHAt%'.QRIVEWAY. '.'.'..................... 14 BIRCH 3 .......... ... ............................. ............... r ........................ CONCRETE ...................................................... M ............ .. .. BLOCK WALL �O ° Fq r of ............. •.3• • _. M 14" DEC.Q 140' o 12" CMP CULVERT ••' c) IE=125.83 s o. o- Mo 13" DEC. s ° ° z TRACT 103 w I . . . OQO C. D. HILLMAN'S o TAX PARCEL /� X � a w O GARDEN OF EDEN DIV. 2 334270-0510� GARDEN AREA CULVERT NOT FOUND 3° � CONCRETE q o <s X VOL. 11, PG 64 0 �.. . APPROX. LOCATION / X PATIO I z .... .. .... ..... . / PER C.O.R. ASBUILTS HOUSE #3810 � ��•�•� � � ...•.......3 . o o 142' o .... ........ o z a POND O s ... �....v...... ^� FFE=142.15 000 O�.�..... �. 0.5 O� o ......L. N L / 18" DEC. W �� �� CONCRETE PAD 0 8843'43"E 0 WITH HEAT PUMP WOOD FENCE 1 I ...:o.......j. 14 D� i 1 0.2' SOUTH �A ��L1.... ..... - N00*12'18"W 15" DEC. 25.54 w C 9" HOL Y �� 14" DEC. ••... ^ END OF WOOD FENCE .. :: o ....... ° " 0.2' WEST OF LINE .... END OF WOOD FENCE-0.4' SOUTH N8 46 58 204.8 An ......... ..... a --------- ---------- J�tODDFENSE - -- - - - _ _ _ - - - - - - - p...... ��-------- - - - - - - _ ON LINE ---- ----- 7�� . ...3...... o --- - - - - - - - --- ---- -------------- FOUND REBAR & CAP - - - - - - - - - - - - IE 8" CPP (E)=127.00 �. .......� aLS #10301 APPROX. LOCATION TRACT 702 FOUND REBAR & CAP END OF WOOD FEIE 12" CPP (N)-126.70 � .0.2 WEST EXISTING BIOSWALE C. D. HILL MANS I LS #10301 0.5' N & 0.4W IE 12" CPP (S)=126.75 I PER C.O.R. ASBUILTS GARDEN OF EDEV DIV 2 0.2' SOUTH OF CORNER I 3 0 KEYSTONE WALL "SWAN VUE SHORT PLAT"I VOL. 11, PG 64 IM RENTON SHORT 0 9712129002 N T#LUA--0188-SHPL o LOT 1 I LOT 2 3 LOT 3 0 � M Y SDMH 3 RIM=134.39 IE 12" CPP (N)=130.19 25' 3 in N FOUND MONUMENT NORTH 38TH STREET I CASE N88'41'24"W 664.15' (R1) 664.08' (M) o0 04 o FOUND MONUMENT M IN CASE pl M Z 31 32 1299.37' - _ 1334.24' _ - - 32 6 5� FOUND MONUMENT N89'03'S4'W 2633.61' IN E FOUND MORECORD DRAWING RENTONCONTROL POINT #1886 IN 5 CASE J RENTON CONTROL POINT #266 Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 39I -3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 PER CITY OF RENTON COMMENTS PER CITY OF RENTON COMMENTS REVISION AAD 1051171191 NEM NEM 1031291181 SURVEYED: SDM DESIGNED: NEM DRAWN: LFM CHECKED: NEM BY I DATE I AP P R I APPROVED: CJA SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M LEGEND O FOUND MONUMENT IN CASE O FOUND REBAR & CAP (R1) RENTON SHORT PLAT #LUA-20-0188-SHPL (M) MEASURED FFE FINISHED FLOOR ELEVATION ❑ WATER METER 0 SEWER MANHOLE @❑ STORM MANHOLE ❑ CATCH BASIN UTILITY POLE UTILITY POLE WITH LIGHT SD so STORM LINE - s s SEWER LINE WOOD FENCE -0❑ WIRE FENCE X CCC ROCKERY a DECIDUOUS TREE BASIS OF BEARING N89°03'54"W BETWEEN CITY OF RENTON SURVEY CONTROL MONUMENTS 1886 AND 266 MERIDIAN NAD 83/91 BENCHMARK CITY OF RENTON CONTROL POINT #266 ELEVATION = 247.87 FEET VERTICAL DATUM NAVD 88 REFERENCES RENTON SHORT PLAT LUA-95-185-SHPL, REC. NO. 9712129002. C. D. HILLMAN'S GARDEN OF EDEN DIV. #2, VOL. 11, PG. 64. RECORD OF SURVEY, REC. NO. 20160825900015. LEGAL DESCRIPTION TRACT 103 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 400 FEET THEREOF; AND EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 103; THENCE SOUTH 88°44'38" EAST ALONG THE SOUTH LINE THEREOF 204.83 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°09'58" WEST 25.54 FEET; THENCE NORTH 89°46'03" EAST 0.88 FEET; THENCE NORTH 00°13'57" WEST 78.05 FEET TO THE NORTH LINE OF SAID TRACT 103 AND THE END OF DESCRIBED LINE; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Know what's below. Call before you dig. CITY OF V'R) RENTON Planning/Building/Public Works Dept. R-399802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING swarlick 07/24/2019 MATVEYEV SHORT PLAT LUA 17- 000503 HORIZONTAL CONTROL BOUNDARY & TOPOGRAPHIC SURVEY DATE: 06113119 FIELDBOOK: N/A PAGE: NIA 16645 SHEET: OF: 2 7 U 1 no 1 EROSION CONTROL GENERAL NOTES 00 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, (�3) WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 0) 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 O FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER d- 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 Q REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE THE PERMITTEE J SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE 0- 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 n, ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO O 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, (j-) 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 LLI 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 Q 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. JOINTS IN FILTERFABRIC SHALL BE SPLICEDAT POSTS USE STAPLES, WIRE RINGS, CR EOUIVALENT TO ATTACH FABRIC TO POSTS 2'.2. 14 GAUGE WIRE, OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED FILTER FABRIC --I-aL------------1-1- B' MAX - - -{ POST SPACING MAY BE INCREASED MIN TRENCH TO 8'IF WIRE BACKING IS USED I 14'I14' L J I I BACKFILL TRENCH WITH NATIVE SOIL T{ ORN4-TO1•V2'WASHEDGRAVEL 2'■4' WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT RYP.1 Cxj 3 12" RCP CULVERT fI E-123.56 SSIVH 1 =125. 3 7 IE 8" N-105.37 I �• N I CLEARING LIMITS, (TYP.) IE 6" (SE)- 05.47 �. •'. IE 6" (SW)=1 .57 �'. . ••'. SILT FENCE SDCB RIM=125.07 � I ' • ' IE 12" CMP (N)=121.47 ..I I HEDGE LINE X 0" CEDAR 3f•.�'. h• I #109 a �. , • . , • .7-/L- .3010" CEDAR. 12" CMP CULVERT I...I: J';1 �• . • . • . .. •'.. • . • 6 IE-125.00 G�- - - . .. .. .. . #1Q2 '. • '. ••'. ••'. •• . ••'..•'..•'..•'.. OAK - . •�• . • . • . • _ _ GARAGE / SHED h r /.. ASPHALT 15" BIRCH .. . ..' _ I L ..DRI.VEWA �. p° .. f - J •' 05 140' 12" CMP CULVERT P n\\pp{ P �` - s - . r - 1 - IE=125.83 s , .. I•i . •o. #103 -_ X < CULVERT NOT FOUND ° w f / I a. EXISTING PAVEMENT TO BE UTILIZED �'� CONCRETE RDEN AREA X 1' ' FOR CONSTRUCTION ENTRANCE AND = PATIO APPROX. LOCATION _ ! I . I HOUSE #3810 PARKING �RIOR TO BEING REMOVED. PER C.O.R. ASBUILTS I. ••'. • I a -142'- TO BE REMOVED POjDQ%0x- as �° (DEMOLITION PERMIT ` O I I REQUIRED) 15 DEC. 6.5' ROW DEDICATION I ) CON TE PAD #111 • I 10" DEC. / WFTH HEAT PUMP �� 20"DEC. #107 ,1C N 12" DEC. - / #112 ---146'--- - - - - - - - - - - - - - - - - - - - - - - - _ _ -1:7 -1:7 - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIM-12 DCB - - - - - - - - - - APPROX. LOCATION TRACT 102 - - - - - - IE 8" CPP (E)-127.00 I 3 °I EXISTING BIOSWALE C. R HILLMANS IE 12" CPP (N)=126.70 I PER C.O.R. ASBUILTS GARDEN OF FDFN DI 2 IE 12" CPP (S)-126.75 "SWAN VUE SHORT PLAT" VOL. 11, PG. 64 3: I v RENTON SHORT PLAT #LUA-20-0188-SHPL REC. NO. 9712129002 PROVIDE FILTER FABRIC PROTECTION N I o LOT 1 LOT 2 LOT 3 PER C.O.R. STD. PLAN 216.20 I 7 r auN NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAYBE LSED DOWNSLOPE OF ALL DISTURBED AREAS 12. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOX_ ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESON AND INSTALLATION SPECIFICATIONS 21 THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURE R'S FABRIC SPECIFICATIONS MUST RE AVAILABLE ON SITE AOS (ASTM 04751) 30.100 SIEVE SIZE (0.6GO.15rnm) FOR SILT FILM 5O.1D0 SIEVE SIZE (0 30-0 mnm) FOR OTHER FABRICS WATER PERMITTIVITY(ASTM D44911 002 SEC'' MINIMUM GRAB TENSILE STRENGTH (ASTM 04632) 180 LOS, MIN_ FOR EXTRA STRENGTH FABRIC 100 LBS. MIN_ FOR STANDARD STRENGTH FABRIC GRAB TENSLE ELONGATION (ASTM 04632) 30% MAX. (WOVEN) LILTRAVIOLETRESISTANCE(ASTM043MS) 70%MIN. 22 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO NCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE 2.3 WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H,1V 24 IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4' TRENCH MAY BE REDUCEDAS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE FABRII IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOESNOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 25 FILTER FABRIC FENCES SHALL BE INSTAULEO ALONG CONTOURS WHENEVER POSSIBLE S. MAINTINANCE STANDARDS 3.1 ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY, 32 IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAPOR POND. 33 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 CHANNELI2ATION 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 IGEOTEXTILE)HAS DETERIORATED OUT TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED. UNLESS OTHIRWISE NOTIU,URAWING 6 NUT IU STALE INT51 Aavftk STD. PLAN - 214.00 PRDFM VIRI DEPARTMENT PUBLIC WORKS SILT FENCE GAZ 9/28/2018 1 -. �..,�..,......... GATE 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 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 51 MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS BELOW INLETGRATE DEVICE $EDNAENT AND DEBRIS inTERED VIATER DRAINAGE GRATF (RECTANGULAR GRATE SHOWN) BELOW INLET ORATE DEVICE - ISOMETRIC VIEW RETRIEVAL SYSTEM (TYP. ) OVERFLOW BYPASS (TYP ) NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAW INLETS DOWNSLOPE AND WITHIN 600 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT PONDOR TRAP 2 INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM 3. THE CONTRIBUTING DRAINAGE AREAMUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THEBELOW INLET GRATE DEVICE(BIOD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THEBIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS►. B THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE N ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). B. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRDOF THE AVAILABLE STORAGE. THE FILTER MECIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNUISS OTHEMM5E NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 216.30 VRIPUBLIC WORKS `F""E°':45 A DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I :45 At .,ar. wtiha..r.nara OAT E oLE ESC 39897 �� AL 2 IST � 1 SIONaL 05117119 NO. Owsign per 50 feet, (minimum of 2 signs) Dripline Critical -- - - - f Root Zqe 10 Ft. TRACT 104 C. D. HILLVAN S GARDEN OF EDEN DIV. 2 VOL. 11, PG. 64 TREE PROTECTION FENCE TRACT 103 C. D. H/LLVAN S GARDEN OF EDFN DIV. 2 VOL. 11 PG. 64 ALL ON -SITE BUILDINGS & APPURTENANCES TO BE REMOVED I I ..r I I I I I I I i I6 Ft.TErmporary Chain Link Fence ROOTS NO THE55PASSING PROTECTED TREES Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD RECORD DRAWING SURVEYED: SCALE: SDM VERTICAL: NAND 1988 DESIGNED: 1 u_20 r HORIZONTAL: NAD 1983/1991 NEM PER CITY OF RENTON COMMENTS AAD 05117119 NEAR DRAWN: LFM ONE INCH DATUM PER CITY OF RENTON COMMENTS NEM 03129118 rCHECKED: AT FULL SCALE NEM IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CJA z 0 5 10 20 SCALE 1 " = 20' Know what's below. Call before you dig. CITY OF RENTON 1;R vulv Planning/Building/Public Works Dept CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. J. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT, 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SO THAT THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 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, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. 13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. LEGEND Q FOUND MONUMENT IN CASE ® FOUND REBAR & CAP (R1) RENTON SHORT PLAT #LUA-20-0188-SHPL (M) MEASURED FFE FINISHED FLOOR ELEVATION WATER METER O SEWER MANHOLE 0 STORM MANHOLE CATCH BASIN UTIL TY POLE UTIL TY POLE WITH LIGHT SD SD STORM LINE S SEWER LINE WOOD FENCE x C� WIRE FENCE ROCKERY DECIDUOUS TREE TESC LEGEND ® CATCH BASIN PROTECTION CLEARING LIMITS TREE PROTECTION FENCE TREE (SIGNIFICANT) x TREE (TO BE REMOVED) TREE (RETAINED) APPROXIMATE CUT/FILL VOLUMES 120f C.Y, FILL DISTURBANCE AREA 5,227 S.F. R-399803 U I- IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J CURRENT PLANNING ♦ Ct- 4ngelea Weihs 07/23/2019 O DEVELOPMENT ENGINEERING ♦' swarlick 07/24/2019 I , MA TVEYEV SHORT PLAT DATE: 05117119 LUA 17- 000503 FTELDBOOK: N/A TESC, DEMOLITION & TREE PROTECTION PLAN PAGE: NIA DRAWING NO: 16645 Q SHEET: OF: 3 7 SSMH RIM=116.55 - IE (S)=99.60 j SDC8 I RIM=122.44 - 25' IE 12" RCP (S)=120.64 � I I I I I CB#1 5:1 TAPER SS STA 0+19 INSTALL VIA T CONNECTION PER COR STD PLAN 406.1 IE=119.52 I I 40LF 6" SS ® 2.00% - 12" RCP CULVERT (PRIVATE) SSCO #2 TRACT 104 SSMH C8#2 I IE=123.56 PER C.O.R. STD. PLAN 403.1 C G. HiLLA✓JAN:S �I_ i, .. 81 '. i I ASPHALT RAMP SSCO #1 STA:11 +26.52, 1.99RT RIM,( MATCH FG) GARDEN OFEDE�✓ DIV. 2 11, IE 8' ;N)=105.37 -� +_ I / PER C.O.R. STD. PLAN 403,1 (PRIVATE) VOL. PG. 64 F ,: SF1=?05.47 N) ' STA: 10+35.18, 1.99'RT )5.57 L ': CB RIM: 127.08 CB#5 NEW E (S)=119.33 .'. ' . (PRIVATE) i I _--...� .- 1000' R,M=125.07 I`' '�_ - E'N`-21z-, NEW J"W2TER MEI x T A I O - _--- - - - - - - _ - - SERVICE TO BE INSTALLED J I I'.. . a' SD6 D BY C,/TY FORCES9+ _ 0L�-R T • - - - - - T A A.T i-1+00 ..... _ _ - - -- . .. 61 "-- _ EXISTING 10" RED ACCESS . .2,-40 SS. . ,. CEDAR TREES -1- - r -- - -T- --.�:.. - - -- - TO REMAIN / I 132 SEWER STUB SSMH PER CDR STD I I I I Q D 134 _ I PLAN 400.1 ,� -- i FIRE YDRANT �� 136� I (PRIVAT�t STA: 2+45, I1'RT �� t OJ I ST 2+51 7 1.14 RT RIM: 126,7f (MATCH) I P C.O.R. PLAN 3D:1 00 - INV=119.87 6" (SE) INV=119.70 6" (N) 48LF 6" SS ® 12,77% Ii + q� (PRIVATE) CJLVERT IE=125.83 I? 1 1 " CJLVERT NOT FOUND APPROX, LOCATION J` PER C.O.R. ASBUILTS � I CONNECT TO EXISTING I"` it i J:t� CB#3 3 12" D.I. WATERMAIN i. I C �� 1:5 1'5 IN ACCORDANCE TO CITY I OF RENTON REQUIREMENTS I oil I o STA. 2+51.78 2"X6" TAPPING TEE (MJXFL) $ i D 6" TAPPING VALVE (FLXMJ) I. ' . CONC. BLOCK I SDCB CL 3 RIM =129.60 IE 8" CPP (E)=127.00. IE 12" CaF (N)=12EJ0 ( 3 IE 12" CPP (S)=126.75 J 3 I 3 3 I , J I +t 135 130 120 110 1+20 to i w CONCRETE BLOCK 'NALL L - - - LOT_ 2 i TOE IP8.11 P10,047 SF I- --- - L TRACT 103 - C. D HILLMA I:5 TAX PARCEL �- GARDEN OF EDEJV DIV. I� 334270-0510 I - - _.�t VOL. 14 PG 64 a I - LOT 1 I I - i^ 42'- I TO 1 0.3` T �� I I TOE 128.28 I 7,947 SF TOP 1 1.64 1 K TOE 128.41j 6.5' ROW DEDICATION _ I '� � T L T 5.00' - -- - ll \ . �IT -I - 25, 00' KEYSTONE WALL �� ^! 1a� 5.00' % 5. 00' -I 25, 00' °a ---_-------- -- ----f \ _ "----�5.00' e i 14 - �� ----- it ------------------- --- - -- - - - - - - - - -�h�-------- -�- --- - - - - - - ------------ - ---------------------- ---- - - - ------- - -- TOE 130.4t APPROX. LOCATION % I TRACT 102 - - - - - - b MATCH EXISTING EXISTING EIOSWALE -I C D H/LLMANS I �I 0 5 10 20 I SCALE 1 " = 20' VERTICAL DATUM: NA VD 88 Q 29 MIN. TRACT A 16' SHARED DRIVEWAY 1.5' THICKENED EDGE PER C. 0, R. S TO FLOW LINE R LEGEND ■ CATCH BASIN TYPE I CATCH BASIN TYPE 2 E- STORM DRAIN STUB 1 STORM DRAIN FLOW ARROW SANITARY SEWER CLEANOUT [ SANITARY SEWER CAP WATER METER o STORM DRAIN PIPE �- 4" HMA CLASS 1/" 64-22 SANITARY SEWER 6" CRUSHED ROCK WATER MAIN NOTE: TREE (SIGNIFICANT) EXCAVATE TO REMOVE ANY UNSUITABLE SOIL KEY NOTES O N/A N/A © NIA 0 6" SD ®2% TIP. STORM STUB VIA PERF PIPE CONNECTION PER DETAIL SHEET 7, PROVIDE SLEVE SHARED DRIVEWAYACCESS SECTION TREE (RETAINED) 0 N/A N. T. S. Structure Table Structure Name Structure Details STA 1+71.90, 16.69LT CB#1 RIM. 124.1t (MATCH) Ex. !NV=122. 31 1 G IE=122.14, 12" (S) STA 2+13.08, 16.84LT RIM=126.08 CB#2 IE=122.33, 12" (N) IE=122.68, 8" (E) IE=122.38, 12" (S) STA 2+71.31, 15.95LT C8#3 RIM=128.05 IE=124,05, 12" (N) IE=124.05, 12" (S) STA 10+33.04, 6.84LT RIM=127.60 CB#4 JE=123,23, 8" (W) IE=123.58, 6" (S) IE=123.43, 8" (E) STA 11 +30.43, 6.45L T C8#5 RIM=135.82 I E=130,13, 8" (W) Pipe Table Pipe Name Size Length Slope SD1 12" DI 43' 0.447o SD2 12" HDPE* 57' 2,93% SD3 12" HOPE* 45' 5.897 SD5 8" HDPE* 16' 3.44% SD6 8" HDPE* 98' 6.44% PER C,O,R. ASBUILTS GARDEN OF 0EIV DI 2 I *HDPE OR EQUIVALENT. \� KEYSTONE WALL "SWAN VUE SHORT PLAT" f VOL. 11, PG. 64 REN ON SHORT PLAT #LUA-20-0188-SHPL NOTE: REC. NO. 97/2129002 IMPERVIOUS SURFACE ON LOT 1 MAY LOT 1 LOT 2 I NOT EXCEED 3,695 SQ.FT. LOT I IMPERVIOUS SURFACE ON LOT 2 MAY NOT EXCEED 3,205 SQ. FT. NEW CONCRETE CURB &GUTTER, MATCH EXIST. T I EXISTING GRADE 9 CL OF I ACCESS ROAD SDMH RIM=134.39 IE 12" CPP (N)=130-19 ZI 4 QI 1 U o .. .. . . �. a....... ..... _ I U 81 1 �. 3.84% - _ r 90, LF 1L _ g9% TP=122.44 2' HOPE L EXIST SDMH - - PROP. _ __ STA:4 04.79, 16.34LT - 12HDPE* 2.937 " RIM:134.39 LF 12" DI ®0.4 - ' 4 57 LF % O EXIST. EXIST CBINV=130.19 ,12" (N) 15.19, STA_42T 7.15E - TP=122.00___,-0 1 RIM:12.9 59 . . . . . WATER INV=126" 6.75 1 ; (S). ....... ;- 6.70 1 (N) TP =120.56 PROP. CB#2 -J BA STA:2+13,33, 17.22LT CB#3 EXIST CB SJ+70.29, 16.16LT RIM:125.65 STA:2+69.89, 17.22LT STA:1+28.15, 16.74LT ' ' RIM:124.1 TYPE 1 INV=122.33 12 (N) RIM:127.86 RIM: 122.31 ... INV=122.31 12 '(N) INV=122.68 8" (E) INV=12' .05 12" (N) INV=120.64 12" S INV=122.14 12" (S) INV=122.38 12 S) INV=12 .05 12" (S) .. *HDPE OR EQUIVALENT. I 2+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 101 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swifhvater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 ■ Far: (509) 674-7419 PARKA VENUE NORTH STORM DRAIN 3+00 HOR1Z. 1 "=20' or wA,�f� LIS�T 7R��� 1 ZONALCs 02104121 N0. AS -BOIL TS REVISION 130 120 110 4+00 4+10 125 120 115 110 105 100 2+00 SURVEYED: SDM DESIGNED: NEM DRAWN: LFM NEM 02104121 SDM CHECKED: NEM BY DATE APPR APPROVED: CJA EX. SSMH ' I IE=1 19.33 INSIDE DROP CONNECTION PER C, . R. STD. PLAN 402.2 INV=119.33 (S) I .� op 151 x 2"W x 18"D GRAVEL FILLED DISPERSION TRENCH, MAX AREA 1, 050SF, TO BE CONSTRUCTED 31.5' R/W UNDER SINGLE FAMILY BUILDING PERMIT FOR FUTURE DOWNSPOUTS 6.5' DEDICATION I © N/A 10' 8' �- TRAVEL LANE PARKING PLANTER 5' _� O N/A SIDEWALK 5 2% 0 PERENCI TYOOFRETE REN ONlVEWAY ENTRANCE S STANDARD DETAIL TYPE 0 31 B 2z ,. . QJ 8 PLANTER SAWCUT EXIST. PAVEMENT CEMENT CONCRETE K 5' SIDEWALK MATCH EXIST. SECTION 4" HMA CLASS SIDEWALK PER C.O.R. 0 ON PARK AVENUE N. 1/2" 64-22 REQUIRED T TREES STD, PLAN 102 6" CRUSHED SURFACING 00 TOP COURSE CEMENT CONCRETE - ADDITIONAL STRUCTURAL FILL MAY BE + CURB PER C.O.R. � REQUIRED DEPENDING ON SOIL CONDITIONS STD. PLAN 101 TYPICAL SECTION PARK AVE. N. �I� V) N.T.S. z�•o 140 135 130 125 120 SSMH PER COR STD PLAN 41 STA 2+45, 1 1 ' RT RIM:126.7f (MATCH) INV=1 19.87 6" (SE) INV=1 19.70 (N) 115 120 100 SS PROFILE 2+50 HORIZ.1 "=20' VERT. 1 "= 5' SCALE: 110 105 W 100 9+80 - zZi I � 2.33% - Y Q a �I oI CL 4 0 SSCO #1 PER C.P.R. STD. . . VC=14-00 PLAN 403.1 5.00 EL: PVI:10 26.14 / --.. 9Ty a2 o + C.*_ S :11 +30.43, 6.45E U 00;; � w 6.44% Rl IN :135.82 1=130.13 8" (W) 50 O - i, LF 02R. �.. p PER C STD. CB#4, TYPE, PLAN 403.1 ... 1 STA :10+33.04, 6.84LT INV=123.23 8" (W) 1 INV=123.58 i 6" (S) INV=123.43I \_17 8• (E) LF 8" CB#2 SD ®3.44 9 0 ...... RIM:125.65 INV=122.33 12 N INV=122.68 8 " (E) INV=122.38 12" 1 S) . ......... I HDPE OR EQUIVALENT. CN ^' a N N M ry W W THESE PLANS ARE "AS -BUILT" AND THE INFOP.WATION SHOWN ACCURATELY REFLECTS EXIS77NG FI LJ_DE CONDITIONS AS OF THIS D CEMBER 17, 2020 V..Z S _D. MCCASKEY PLS 42676 1 rjo HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10+00 Know what's below. Call before you dig. C I TY OF RENTON Planning/Building/Public Works Dept. TRACT A 11 +oo HORIZ. 1 =20 VERT 1' - 5' W-399801 S-399801 P-399804 130 00 T I� �o 0 120 ME i -- 100 11+60 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q Q_ DATE: MA TVEYEV SHORT PLAT 02104121 LUA 17- 000503 FlELDBOOK: NNA 1 ALLJ PAGE: DRAWING NO: GRADING, DRAINAGE & UTILITY 16645 PLAN & PROFILES SHEET: 4 OF: X H O V) 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 - 70% PASSING, 2 - 4 INCH ROCK / 30 - 409 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 WSOOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 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 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419 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.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE 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 NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 05117119 2 PER CITY OF RENTON COMMENTS I AAD 1051171191 NEM 1 PER CITY OF RENTON COMMENTS I NEM 1031291181 NO. I REVISION SANITARY SEWER NOTES AND SPECIFICATIONS 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. SURVEYED: SDM DESIGNED: NEM DRAWN: LFM CHECKED: NEM BY I DATE I APPR I APPROVED: CJA RECORD DRAWING Know what's below. Call before you dig. R-399805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING swarlick 07/24/2019 U O O O O SCALE: »_ ) 1 -20 VERTICAL: NAVD 1988 HORIZONTAL: N D 1983/1991 ®, CITY 0 F MA T VE YE V SHORT PLAT DATE: 05117119 FlELDBOOK: N/A PAGE: RENTON L UA 17- 000503 ONE INCH DATUM V43071 Planning/Building/Public Works Dept. CONSTRUCTION NOTES Q DRAWING NO: 16645 AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHEEP: OF: 5 7 cc j0) l �I V F AC E OF C URB G v2'F~ 5 112' i' I' R 124 I 1 J TOP OF Ur R. ROADWAY T I F } CEMENT CONCRIETE TRAFFIC CURB AND GUTTER: FACE OF ADJACENT CURB 6 15T� FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF IX R. ROADWAY DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3,�• G" C EMEN T CO NG R ETF IJ2' R. 1" R. SIDEWALK RASP VARIES i ❑RLANDING FWW ? fi' TO 0 � -- B 7 BM' PREMOLDEO JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LAW DINiis FACE OF ADJAC ENT OURS 6 1 d2l- SEE DEPRESSED GUREI DETAIL THIS SHEET 1:24 TOP OF 1 1. 1f2'Fl ROADWAY j I D EP RESSE ❑ CURB SECTI ON AT-RE81DENTIAL DR IYUNAYS ONLY, FOR COMMERCLAL DRIVEWAYS SEE STD PLA4104.2 FACE of GURa B 1 rl't" 5 1I2' 1' iZ R. w 1• R. FACE OF ALTJACCNTCUFD I I TOP OF • r, r ■ F ', " GUTTER SURFACE 1 HOADWRY ' r •P � `1 PHE:MULDE❑ JOINT FILLER r E FULL-I}EPTH 1'R. _ aka E]CPAN81ON JOINT - i-� CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT R-ESIDENTIAL OR COMME RCIAL uwvEWAYB. AND ALLEYS UENFRAL NOTES: i. See slandard;slam 102 and 101,1 for curb axXnSIDl1 and duntrae6DnOra apaelrIn. 2. Expansion joint shalt he quill depth, 31a' (In-) Premolded 141ni filler, 3. For Depressed MoaDlilhk DrHrawey Curb & Guile Sadlon• set) Standard Plan 11M.2 RFD. PLAN - E01 PUBLIC WORKS 'MEN'r p>3'PJ�>��r;u � rrCEMENT CONCRETE CURBS I111'r I •7�,:} - CEMENT C )MOREFE rf CURS A. GUgTER • _ / ISEE NOTES) CF�1tcFfP DEPFWtHD MONClUTHIG CONCRETE -. CURS a OUTTER SIDEWALK ` IEEE DETAIL 7118 SHEET} TYRE C2B - ISOMETRIC VIEW [COMMERCIAL. WITH SUFFER) NOTES 1, When a driveway width exceeds 13 feei, Gonsi u4H a full depth expanslon jol nt wt h 3f0" joint Illar along To driveway lone 11n es FAG! of oURN (see atd . plan 102). Construct expo na}Dn jolnix parallel with the : - - - � Apt x� ¢sT►'L oentedino am required at 16 rrAArnum apadrig when driveway eoHTRAerew+�DlHs - e lir I2N THIS MEET widths exceed 30' OTO PLAN IC2 a ur, 1 y 1R'R _ TOPOF •h ROADWAY 2- See std, plan 102 forsldewalk datalls- 2, Curb End gutter shown, dher curb design!; may ha apecifisd. '� , SEe std_ plan 101 for Curb detalls- • , - 4 , 1ff 4. Not Used. 5. The engineer will I design all driveways to Induds elmllons at all NOTE: GR NE"IFLETIC,I OINRLEVANIPUR paints marked with Byrn bDl '•YA". AJI Dlevatiens are at the hack of JDIOLI H FULL t7r3•Ttt curb top On uphlll side DEDEPRESSEDM MONOLITHIC CURB it BUTTER DETAIL 6. Not used. 7. For Driveway VMths Sao DRIVEWAY STANIDAMS (See N07E 10). The expansion joints (see std_ plan 102) ahalI be a paced as shown In the =rreaponding Isomw0c vlew. 8. Slopes shall comply with BezWns R303.2.1 or R303.2.2 or _ FACE OF A WACENT GU FC5 R303-2.3 of the Revised DrLkGdidelline¢ for AcomiblaPublie r'• Rigbts-Of-Way OFNow pn6u 23, 2D05 (PROWA0). � r� 9. Curti returns for Eny Type C-MAX Driveway may ha approved a � aCos 0-by-0as4basis. '. P - QilTTERSURFACE ID. STREET 9TANDA1Rt3S = Renton Mu III dpaICade IRMCJ , " a i•R Title IV Development Regulatlans P • " - v , CHAPTER 6 STREET AND UTiUTYVAN iDARDS '' s �� S9Ltlan 4.6-0613STitELTSTANDARl75 DEPRESSED CCUR13 DETAIL AT FIESI0ENFAL OR COMIERCTALDIRIVEWAYS. AND, ALLEYS DRIVEWAY 9TAMQAR0$ - Renton ManlCtpal Code IRMQ Title N Development Regulaticn9 Oltvewety Mornpia: TYPE C18 CHAPTER 4 R=Raalacmrai, C=carEwnerow - - CITY-WIDE PR.OPEATY 0EVELOPMENrr STANDARD$ %aberolLa riea. Sectlon 4--4-OB0 PARKING, LOADING AND DRIVEWAY (MAI Lane Gainv arM RE-GULADONS a itJRelr[PisRHIg +A). EpsnlpNDsaner STD. PLAN - 104,2 T * PuBtiC 1TORRS CEMENT CONCRETE DRIVEYYAY PROb DEPJIRTMEN'T ENTRANCES - NOTES AND DETAIL$ TF Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 IS Phone: (425) 392-0250 IS Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 m� CENTER: NL OF (-,� TitMrE S ORAIE a 1 2' 5 1 (I oe') 1' - ;Y p MATCH ROADWAY SLOPE l 3• , SEENOIE2 .3:H'a , SrB SEE h OfE 2 - II 1„'URB AND GUTTER PLAN VIA' _ F9AME ANO OPIATE - NOT INCLLDEED IN CURB AND OUTTER BID TEA TOP OF ROADWAY y ADJUSTMENT SECTION - NOT INCLUDED IN CURB AND OUTTER BD REM • CATCH BASIN - NOT 0.(XLIDED • IN CURS ANU OU TTFR S D REM .P SE C 7101. 0 r GENERAL NOTES: 1. The intent of this design Is to faceirtale the removal / of a catch basin wrath minimal dlstuMOB nce of the curb. The expansion joints of the i adjacent sldewalk shall be adjusted to be In 11re with these curb expanslon joints 4 PUBLJC WORKS D?YAT<T'MENT J ISOWTVIC VILW �\ I f CEMENT CONCRETE CURB ]PAS - 101.1 INSTALLATION AT PRO D: CATCH BASINS BD 1111,4 RQUOESSIDEVIALKISMAPn VARI IEEE IIDTE TI tun (SU MM Ill GEE ND IE II 1� 1 E LF Oi PAVED r DRNFWAT ■EOUFfO 1r' iJtPANSRJN ,PNT TTYP.1 (:EU6NT IEEE SiD PLAw 1�2i COIIGPETE 34MWALK z w SEE rpTC s = gi E i S. wl h m � -I- IT iEe IATE1 - C.-.Tr. h[wLTE M5W lri•H /BI IV B CURB GUTTER SLOPE ITYPd SEE NOTE 11 SA-CDNTMCr,Ort1'•Ii I (SEE ETDID PLAN TDn PLAN VIEW I':1 DIFFERENCE IN SL OPE IJAL - 011i W RELAW NE THE SLOPE(%W SNOwn ExAODERATEI vAwEa r �E ■ ]\ rrx SEE nDM1 I ITYPI CEM[W COSICRI E-Allk S'MM DEPRESSED-" E GUTTER 316EWN.N 3W Exp"51ON JOWT ITYPI IEEE MTE II ecn Trnu ! n \ IEEESM.PLANIDE, InwmP, BDLPTME wed tN• „P,y y.-- • S.� erA11 B TYPE RIS - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEM ENT CON611SE CI,RE a TER See No.e 3) PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE -TYPE R10 LE E' M� � OF WAS�I� ti'r O co 7 1� 39897 2 PER CITY OF RENTON COMMENTS IST 1 PER CITY OF RENTON COMMENTS s O 05/17/19 NO. REVISION For NOTES STD PLAN 104.2 STD. PLAN - 104.3 PF P 1 f Il ,/,���� c M a-, 1µ`Y-�� E RAISED EDGE DETAIL 1' • a' e• IT}ewNx iEA1 F1 12 E TEND$I PWA%N; TRANSYBRSE 1'.0- T•IP JOINTS TIP IN"IJ OE FA8Ed E DG=_ TYPNNJP HE11LDEfluCAb FILLER 1r3'(IN1 R TYPICAL WHERI2 APPL1i'AftLC RIXl DING 7 �' y .�- - .7 1/1' IINJ R. IT1'P.t FOR CURB DETAILS F-Ow. 1.5", SEESib IPI�JN Tol ! ■. 1� 'p 4. r•is �+` "- 9nND RCA➢WAY CRUSHEEIROCKM 7 }r .rtT•.'�r'• 6EE RAISED 1'-C BIDE1VPiK DETAIL THIS SH•• gloEWALIDENDiR CRUSHED BUpFACIR6 TOP G4URe E �,&TG) ALL CUT z OMPAGI TO 95% If06It1re PROCTOR 3L� WITH RA ISED E04E IUNLE88 REG UIR EMENr wmmn try IYJ' tIFTr R (!1'F I RNOIDIEPRI TYPIICAL UNDER ALL CDRIL QUIT `R ALA ID6WALIt_ d&t't L44DER 1 y FOR CURB DETAIL$ C UJU3 S eLITT ER TO BE C' THIC14iE59M r81 SEESTO PUIN ICI MATCH MATE, V4 V571III 1G R RFAT R ETW FOR GRUSHM F �j•. -••_• • ALL CURB L DIJTTEn 1 FINISHED ORPOE E'(INILOW T._a. M DEWM TOP DF CONG'N"S', RFACE ADJACENT TO CURB i'•V T-0' MW. nDU DING 12' (an R "I FDA CURB DETAAT 1 7,Wi TEE $iO PLAN tat P. BRIDGE DR PE RARARRINCa rORcuae ❑ETAlLS ADJACFHT To CURE BARRIER - ME MCIEWALIC SE E STD PLAN 10k (BTEEYfLLL SLOPES] COTrTr4LCTPLAN3 ALL O7; EIANIVER FLUSH 810EYrAix Lk Olt; 11,7 1Y' Nl I. 11 CUE' t M PREM=R .fOIHNfTFeLtr2 rrI ADJACENT TD CURB AND RAILING OR WALL p>RE AOLDED JDI NT FILLER FOR SIRE B11FFEq aTFaP YACAYh+ENT rJOEWALK SIDEWALK ADJACENT To WALL OETAEL SIDEWALK IEEE NOTE IN sEGTJDHS 1rr P %R. 1 V TSY. R-I'P'7 FOR CURE OETALB SEE WD PLAN 101 r ? r - - -- ,;•= F, - 9ROOMED FINISH - H DRLMTCH FJOBTII�AS , d 4-WM, s;W3grH I �• TftOVfBLEn PEAI METER FINISHED ettALE 1- 0 ySEiD1V TOP Dg OOI4[ariElr SURFACE FOR"MT IIi - ELusH D=PAyEp10"- C,EMEN7 COFASeE7E CURE ADJACENT TO BUFFER 5TR1P f (`-y f' o CITRa DETAIL;5 NIFF It PLAN 101 5'. , N CITES ,,ryy��j TIF'TO 1H' 1_ Four foal GithaIII e"IkWidlh6hall he the minlmumpedestrian � •. ��-CaNTAACtH%JdM leap P eCOeWNa rourta �o Ie tree of Lrenkal � ' - IN SIDEPrALKOHLY F � s,�! � •. t Bred bar lxantal c0.11rud1ona. GrdtlnpN, �_Z AoeaRs Covert;, Junedw Bekas, � ti �' f •. FULL-ESSTH DFW MN JOINT IN H077i • ••' Gable Yuults, Pull Boxes end Ober ti CUR8 ANDInDEWALB (SAES D PLLR 101.I] appurranan0da within aE0 eld Alk f 71e' G COU RACTICN JOINT mutt be, 11u511 wilts BurTaon, and Rlatcn r' • J . itmda or :he ddewalk JOINT AN D F IN S H DETAIL 2.-MondlltIIle Ceme nt roanLrete Curb and * •e F �� WdwalI It na1 permlttal In new For ether referenced NOTES sea mnstruclloD. When rep facementwar k STO PLAN 104.2- • �. ,� I,-n gtates6 MoncAlihk Cement Concrete ❑erb bulyd per WSDDT PREWO= SIDnC6fd FM F-20.1 W. Payed surfaces must F.ompry With JOINT FILLtR STO PLAN 102.1 as applkabre. E • FULL -DEPTH S. CDntrete W be 4,000 PSI. EXPANSIDNJQINT STD. PLAN - 102 r PUBLIC WORKS CEMENT CONCIRETE I'1'f2Ei I]E1,Al2TA1ENT SIDEWALK f, '4j.•4Far:•����i F r V. 12-. OR 24- ONE N 3 BAR HOOP FOR W HEIGHT INCRE MENT (SPACED EQUALLY 1. SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 ��NOt� SFFh2, O I � 03 BAR EACH CORNER I I I z I 03 BAR EACH SIDE Y' 6 N3 BAR EACH WAY PRECAST BASE SECTION 713 BAR HOOF N3 BAR FACH CORNER Ir MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION AptIL • PUBLIC WORKS V!t DEPARTMENT SURVEYED: SDM DESIGNED: NEM AAD 05117119 NEM DRAWN: LFM NEM 03129118 CHECKED: NEM BY DATE APPR APPROVED: CJA PIPE ALLOWANCES MAXIMUM PIPE MATERIAL IN8IOE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15• CPSSP•. 12' STD, SPEC. 9.05-20 SOLID WALL PVC, STD. SPEC. 9.05.12(t ) 15' PROFILE WALL PVC, STD. SPEC. 405.1212) 15' •CORRUGATEOPOLYETHYLENESTORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECASTBASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(fl)}, OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SOUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2-MINIMUM T02.V MAXIMUM PROVIDE A 15' 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 9-04.31. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRACE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE•: FRAME AND CIRATE MUTT 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 1H:24V OR STEEPER. a. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BeOROUTEDFULL APY9k19C INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR 14ON-SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD, SPECIFICATION 9-20.3(2). B. ALL GRACE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-IMA THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES. B. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS, $0. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLU SK WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH, 111. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 200.00 AAPR ea: CATCH BASIN TYPE 1 GAZ 9/28/2018 I ,<w.,/.nr,•.. n.,o. DATE SCALE: 1 "=20' :45 RECORD DRAWING ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NOTES 1. Not Used. Y. All ramp and landing iti shall be sepwately lanced :i. Ulilllies sit urluf es Ihal must I Britain are to be madr.. nun Slip ar noD• skid. 4 Utilities Structures SCICh as vain' S and jvnC:liOH boxes 041 not be k-ca(eLl in the Pedestrian Access Roule (PAk) Of the Pedestrian Circ:ulalian Rottle., 5 Orainagu appurlenanres, sur_h as Rian'tales• ciilvh basins cic slholi nut Ue located in the PAR These shoul-d be localed in the SireCi Or the buffer strip, 6. Accessible pedostri0n attes5 shall bb of&Adod tot dkArig COnsirUdlirin. 0--'�" STD. PLAN - 102.1 r UTILITY PLACEMENT IN CEMENT CANCRETF SIUFWALK & � t11 TRENCH WIDTH,...... SEE NOTE 3 j PIPE ZONE BE; ---nun + BACKFILL. $E FOUND LEVEL FOUNDATION MATERFAL, IF RECIUIREO, SEE NOTE i TRE14CHVODTH SEE NOTE 3 P7PEZONEaEDDIHGAW SPAN ��• BACKPILL• SEE NOTE 4 •fir 1 RISE FOUNDATION LEVEL RIGID PIPE NOTES_ 1, PVT, GCIMPACTIPH LIMIT'S SHOWN ON THIS PLAN ARE; FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE CO MPJICTION ZONE SHALL 6E THE WALLS OF THE TRENCH. 2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER Of A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH, 3. SEE STANDARD WSDDTIAPWA SPECIFICATIONS SECTION 2-00_4 FOR TRENCH WIDTH. 4, PIPE ZONE BEDDING AND RACKFILL MATERIAL SHALL SE PLACED IN e- LOOSE LAYERS AND COMPACTED TO 959L MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRµ SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WS007JAPWASPECPFICATIOM SECTION 94a.17. ®GRAVEL SACRFILL FOR PIPE ZONE BEODRIG (WSOOT s-03.1213p OR WINTENANCE ROCK {WSDCIT 943.9(4H FOUNDATION MATERIAL, L ¢• IF REQUIRED, SE E NOTE 5 MINIMUM ALLOWED IN ZONE PIPE TYPE COVER(M pUaLIC7 PRWAT A DFTHEAPA7 CORRUGATED RTEFL PIPE 8.0 YEE YEs YES SPIRAL RIB STEEL 10 YES YES YES PIPE -1 PLAIN CONCRETE 2.D No YES NO PIPE(PCP) R.F;LNFORCED CONCRETE PIPE 1-0 YES YES NO (RCP) CORRUGATEDOR SPIRAL RIB 2.0 YES YES NO ALUMINUM PIPE D UC71 E IRON PIPE I.D YES YES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS T2'TO24' 17' 3V7OS • UlALMETER13 10P•TO18(r 4B• 1`111"RGH SPAN mmmum DISTANCE BETWEEN BARRELS IF TO 26' 12• 43• TO 142" SPAN 1 3 141V TO 109' 4W UN LESS OTHEIW ISE NOTED- DRAWING N NOT TO5CW (NITS) STD. PLAN - 220.00 a � PUBLIC WORKS PIPE ZONE REIDDIN(i AND RPM ED; DEPARTMENT COMPACTION - RIGID PIPE OAZ 9/28/2OL6 I OATS Know what's below. Call before you dig. C TY OF OR) RENTON Plan ning/Building/Public Works Dept. A5 R-399806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q SURFACE WATER UTILITY DEVELOPMENT ENGINEERING jfarah 07/10/2019 swarlick 07/24/2019 �- O DATE: MA TVEYEV SHORT PLAT 05117119 LUA 17- 000503 FIELDBOOK: NNIA LLJ IAPAGE: DRAWING NO: CONSTRUCTION DETAILS 16645 SHEET: OF: 6 7 INSIDE HOUSE PREFERRED CONFIGURATION s s 0 2 3 10 8 10 4 2 FLOW ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85-33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4• 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 500 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12' STANDARD METER BOX W/SOLID COVER 1 EA, CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOC TITE METER SEAL CO_ +2 PLASTIC: 13 X 24 1 INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED B 3/4" X 1/4• X 3/4• STD. BRASS TEE I EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4• BRASS NIPPLE VARIABLE ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL 7 24" MIN 7 7 G. v 1 FROM 6• P A A L WATER METER 1 10 09 B 10 4 OFLOW 2 FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SOUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBIUTY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE_ A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION PUBLIC WORKS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5 DEPARTMENT VALVE ASSEMBLY MAtiC1I 201[) � EX, SEWER MAIN PROPERTY UNE F LENGTH AS NEEDED) ? = I EWER STUOEin -1 I I FUTURE 4' SIDE SEWER OC--===_____�12"x 4" STUD MARKING POST PAINTED AIN TEE X G" TEE I 6" CAP J WHITE WITH THE WORD 'SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND 3 EXTENDED TO THE TOP OF THE STUD. COUPLING (TYR) i I ' 6"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORK5 PRODUCT NO. 00307502 OR APPROVED EQUAL, SPECIFY "SEVER" ON LID), I (5EE STD. PLAN 403.1 FOR INSTALLATION) I ____ -------------- ---- -T_-_J JM EAGLE THREADED CLEAN -OUT ADAPTER NUB -� & PLUG 6END AS (OR APPROVED EQUAL) REquIRED EXISTING SANITARY _ SEWER MAIN �-26X IN. SLOPE �\-FUTURE 4- SIDE SEWER 6" SEWER STUB 6"XB"XB" WYE FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 13- TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNFCTONS TD FXISnNG SEVIER MAIN A. VIT im 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 E4UAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 0S, 3000 PSI MIX /h`� `IN G CONCRETE ' �a BLOCKING T• 5 � M Z i __G_____27i MIN SCOPE L HORIZONTAL 6' TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE; UNLESS OTHERWISE SHOWN ON PLAN, SIOE 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 PUBLIC WORKS INSTALLATION AP VEo: DEPARTMENT (SEWER MAIN TO PROPERTY LINE) M1I4 MVila M 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 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419 RECESSED Not to Scole n LIFT POCKET FRAMEIJ 3/4• LETTERING "SEWER" 2`0� DIAMETER 2'_D" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1,5 STAINLESS STEEL REF. PART #00081177 1-3j16" 10-1/2"-r 8" CLASS "B6" SANO OR ASPHALT EXPANDA L 1/4" 2-•1/4" BOLT DETAIL 45' (1 /6) BEND BEND 0. FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES! 1. 8" AND 6" CLEAN --OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00359803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, STD. PLAN - 403.1 PUBLIC WORKS I 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN CEMENT CONCRETE SIDEWALK AND RAMP SECTION A Department Transportation Road Services Division 2016 Design and King County Construction Standards 2 1 U,�)7ii7Ty NO. L 7S. FMFNTMq-I' aiys/T/O/y CID �C MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE SHOULDER W (SEE NOTE 7) LIMITS OF PIPE ZONE 1 01? BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 5, Ir BEDDING FOR SANITARY SEWER PIPE OTES: 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 BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9--03.12(3)' OF THE STANDARD SPECdFICATIONS OR PEA GRAVEL. B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL 13E PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS, ,ate PUBLIC WORKS ❑EPARTMFNT NOTES: 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. 5. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS. CEMENT CONCRETE SIDEWALK TRANSITION TO ASPHALT SHOULDER PER CITY OF RENTON COMMENTS PER CITY OF RENTON COMMENTS REVISION FIG. 3-014 STD. PLAN - 405 PIPE BEDDING FOR SANITARY SEWERS FIGURE C.2A.0 SCHEMATIC REPRESENTATION OF A 10-FOOT DISPERSION TRENCH CROSS- SECTION AND ROOF APPLICATION MAX20SLOpe � -� LEVEL OUTLET MAXX 15=PE 6" MIN. RIGID PERFORATED 18"MIN. PIPE, 4" MIN. DIA. 3/4" TO 1-1/2" WASHED 24" MIN, DRAIN ROCK TRENCH SECTION NTS 10-FOOT-LC NG DISPERSION TRENCH I EDGFOFUNDISTURBED I NATIVE VEGETATION I � � MIN. 100-FT--LONG NVFS --- SMALL CATCH BASIN --==_K---_-_--_---- I ' OR YARD DRAIN I 1 , I 50' SEPARATION BETWEEN 1 s 1,400 SO FT FORA 100-FT NVFS , FLOWPATH SEGMENTS, TRENCHES j 5 2.800 SO FT FOR A 200-FT NVFS .I r ; TYPE1 __==EFTATED cc❑ NATIVE VEGETATED _S CB--==,:FLOWPATHSEGMFNT=,== ' ----T---------------F-- I I 100 FEET MINIMUM_;,; 1 FOR A 100-FT NVFS 1 <-10,000SOFT , -_=_ =51S $LOPli:-. FOR A 200-FT NVFS t, zzz=v� -t-------------�_-� 1 5 I 1 • ' 50-FOOT-LONG ' PLAN VIEW OF ROOF MIN 6" DIA. DISPERSION TRENCH NTS RIGID PIPE WITH NOTCH EOARD SEE FIGUREC.2.1D 2017 City of Renton Surface Water Design Manual C-39 SURVEYED: SDM DESIGNED: NEM AAD 05117119 NEM DRAWN: LFM NEM 03129118 CHECKED: NEM BY DATE APPR APPROVED: CJA 12i1? 2016 TEE OF APPROPRIATE SIZE r ; tir SEE NOTE 6 '• =. :r =-... I V. . U - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE N OTES: 1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION, 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR. KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. PUBLIC WORKS DEPARTMENT RECORD DRAWING Know what's below. Call before you dig. SCALE: VERTICAL:• CITY 0 F 1 u_2Or HORIZONTAL::NAD AD 1983/183/1991 OR) RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY INSIDE DROP CONNECTION FOR SANITARY MANHOLE STD. PLAN - 402.2 RANDOM FILL 6" FILTER FABRIC 18" min 6" PERF PIPE 3,1 - 1 2 " WASHED ROCK 24" MIN. TRENCH X-SECTION slope to road drainage system x 10' el trench wl perf pipe PLAN VIEW OF ROOF PERFORATED PIPE CONNECTION DETAIL NTS R-399807 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J DEVELOPMENT ENGINEERING a T swarlick 07/24/2019 C MA TVEYEV SHORT PLAT LUA17-000503 CONSTRUCTION DETAILS r- O DATE: 05117119 I FIELDBOOK: N/A PAGE: NIA DRAWING NO: 16645 Q SHEET: OF: 7 7 00 O� O� M O W Q J n ry 0 2 U) > W W > Q LANDSCAPING STRIP TREE RETENTION CALCULATIONS TREE RETENTION PER RMC 4-4-130 TOTAL NUMBER OF VIABLE TREES OVER 6" IN 8 DIAMETER ON PROJECT SITE DEDUCTIONS: - TREES IN PROPOSED PUBLIC STREETS: 1 - TREES IN PROPOSED PRIVATE ACCESS 2 EASEMENTS / TRACTS: - TREES IN CRITICAL AREAS AND BUFFERS: 0 ONSITE TREES SUB -TOTAL: 5 TREES REQUIRED FOR RETENTION: 2 (5 TREES @ 309% FOR R-4 ZONE = 1.5 TREES) TREES RETAINED: 2 TREES REQUIRING MITIGATION: 0 Associates Landscape Architecture 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 e STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT SW 1/4 OF NE 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON Tree/ DBH Height Tag # Species (inches) (feet) Drip-Line/Limits of Disturbance (feet) Condition Viability Comments Proposal N S E W 101 black walnut 26 64 16 / 13 15/13 17113 24 / 13 good viable Crook in trunk, forks at 25', one top broke off remove 102 flowering cherry 8,8 13 4/6 8/6 9/6 10/6 fair viable trunk forks at 2', ok attachment remove 103 apple 8,6 13 7 9 5 6 poor non -viable oppe . co ominan trunks, decay at branch attachment, low risk remove 104 pear 7.6 17 5 7 5 3 poor non -viable Forks at 2', included bark at branch attachment, topped, low risk remove 105 plum 5, 5.4 14 7/6 8/6 6/6 6 / 6 fair viable trunk forks at base, widespread crown. topped retain 106 English holly 9 27 7/6 6/6 5 / 6 6 / 6 good viable no concerning defects remove 107 common hawthorn 15 42 13/8 8/8 4/8 11 / 8 fair viable forked trunk at 20' retain 108 European white birch 14 53 15 12 10 14 fair viable Sapsucker holes remove 109 western red cedar 10 31 9/8 8/8 6/8 1018 good viable plywood stacked next to trunk retain 110 western red cedar 10 31 8/8 7/8 4/8 9/8 ood viable plywood stacked next to trunk retain 111 apple 18 19 5 7 8 9 poor non -viable topped. severe decay remove 112 apple 1 14 18 5 2 4 5 poor non -viable topped. severe decay remove Drip -Line and Limits of Disturbance measurements from face of trunk Trees on neighboring properties - Drip -line and Limits of Disturbance measurements from property lines 2 I Nevised per engineering plans & city comments I E3CL I3/29/18 I I 1 Revised per engineerinq plans & City comments I BCL 1/16/18 BRUCE CAMERON LANE CERTIFICATE No. 375 1 NO. REVISION SURVEYED: DESIGNED: BCL DRAWN: BCL CHECKED: BCL APPROVED: BCL SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TREE PROTECTION FENCE / SEE DETAIL ON SHEET L-3 EXISTING SIGNIFICANT TREES DRIPLINE EXISTING SIGNIFICANT TREES TO REMAIN EXISTING SIGNIFICANT TREES TO BE REMOVED IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CUR RENT PLANNING G Angelea Weihs 07/23/2019 RECORD DRAWING 0 Aoftk MATVEYEV SHORT PLAT DATE: 06/22/17 W C TY 0F RENTON TED=40-3998 PAGE:FIELDB U I �' PAGE: /\• DRAWING N0: Planning/Building/Public Works Dept. TREE MITIGATION PLAN 06-2017 5Q SHEET: L-1 OF: 3 G SW 1/4 OF NE 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. co O EXISTING EVERGREEN HEDGE CITY OF RENTON, STATE OF WASHINGTON EXISTING SIGNIFICANT TREES TO REMAIN /SEE TREE RETENTION PLAN O SHEET L-1 O W H ENL) OF WIRE FENCE 0.7 NORTH Q0 END OF WIRE FENCE 0.2' N & 1.0' W $. . I Of COfj mlN— "_- _ 8 °50'09 "W 201. 87' 10. 00 \ 109 -100.04" 1 33 II. a 106EDAR END 0 I a . 10 C DAR , 0.6 S ji 10/ OF CO w %I 31 . 1 a o ry .0. O w I II _. '� /�� .,ROW DEDIC �� 13 2 �- - - ©/ , � Il� r.l a �� �,, 3q i � � � w I Q O 75 i---------------- o -f -' -� '� J ;I' -- °C�'� �1 / l i I ; LOT o z .. '' . 3► / o / O 10 047 SF _� 1 TREE DENSITY REQUIRED 4 O 3f /i LOT ........ ............. TREES PROPOSED 4 ;I as C i 7,947 SF 0 L --y TREE DENSITY REQVRED 3 TREES PROPOSED / 3 /� _ —� 0.5' 31 i N89 °4�3'4 e ;I . ,. 00 I WOOD FENCE25.00 � 0.88 / 0.2' SOUTH �--- 5.00 l 5.00 _ 25.00' _ � �,--J N00°12' 5.00 /� I I1� 25.54' a, IL -0. _ 100.04 � END 3 �END OF OD -------------- FENCE-0.4 SOUTH N8 °46'58"W ' 204.83' � �� , 9 8.2 9' _ 9-8-=- -- - --/�1�11L\� _ 0.2 — — ---------- ---- - - -IWOODLEEN-CE--- I'- - - - - - - ------------------------ --------ON LINE ----- ----------------- - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — - ?--I - - - - - - - - - - - - - - - - ---------------- ------------ 10' MIN. ON -SITE LANDSCAPE ALONG STREET TREES TO MEET TREE DENSITY FRONTAGES. REQUIREMENTS PROPOSED SIDEWALK. BIO - RETENTION CELL / SEE ENGINEERING PLANS FOR CONSTRUCTION AND SOIL REQUIREMENTS. SEE PLANT SCHEDULE ON SHEET LA-3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what's below. CURRENT PLANNING o, Angelea Weihs 07/23/2019 RECORD DRAWING Call before you dig. L an e & Associates Landscape Architecture STATE ar WASHINGTON REGISTERED SURVEYED: DESIGNED: BCLTED DRAWN: SCALE: 1 "— 10'rim C T Y 0 � RENTON DATE M ATV EY EV SHORT PLAT 06/22/17 FIELDBOOK: 3998 PACE: LANDSCAPE ARCHITECT 2 Revised per engineering plans & City comments BCL 3/29/18 BCL Nkag DRAWING N0: 1 Revised per engineering plans & City comments BCL 1/16/18 CHECKED: ONE INCH AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. LANDSCAPE PLAN 06-2017 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 BRUCE CAMERON LANE CERTIFICATE No. 375 NO. REVISION BY DATE APPR APPROVED: BCL SCALE ACCORDINGLY SHEET: L-2 OF: co 0 0 LIJ PLANT SCHEDULE BOTANICAL NAME TREES Pinus contorta Prunus x yedoensis 'Akebono' COMMON NAME QTY SIZE COMMENTS Shore Pine 5 6' Akebono Cherry 4 2" cal. Well Branched / Matching/ Native Well Branched / Matching / Shallow rooted tree Q SHRUBS J Erica d. 'Mediterranean Pink' Mediterranean Pink Heath 14 1 gal Full / Compact /Drought tolerant n 9— Cistus x purpureus Purple Rock Rose 25 2 gal Full / Compact /Drought tolerant 0— Polystichum munitum Sword Fern 7 2 gal Full / Compact / Native ry o ° Arbutus unedo Strawberry Tree 2 5 gal Full / Compact /Drought tolerant O © Berberis t. 'Crimson Pygmy' Crimsom Pygmy Barberry 13 2 gal Full / Compact M Pinus mugo Mugo Pine 2 5 gal Full / Compact /Drought tolerant Miscanthus sinensis Maiden Grass 5 5 gal Full / Compact > �LCLL�Y Rosa rugosa 'Hansa' Hansa Japanese Rose 15 18" Full / Compact /Drought tolerant W >- GROUNDCOVERS w Arctostaphylos uva ursi Kinnickinnick 325 4"pots Full /Compact /Plant \ on center/ Drought tolerara nt a 10 SW 1/4 OF NE 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON PLANTING DETAIL LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1—800-424-5555) 3. CONTRATOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON —CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, SIDEWALK, ETC. MINIMUM PLANTING DISTANCE SHALL BE 24" FROM CENTER OF TREES AND SHRUBS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON PLAN 7. SUBGRADE IS TO BE WITHIN 1/10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" IN DIAMETER. 8. NEW BED AND HYDROSEED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH "CEDARGROVE" COMPOST THEN ROTOTILLED TO A DEPTH OF 8". THEN AN ADDITIONAL 4" MINIMUM OF TOPSOIL IN ALL NEW BED AREAS. 9. ALL BEDS TO RECEIVE A MINIMUM OF 3" FERTI—MULCH. 10. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER 11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. A. GENERAL: ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL —BRANCHED, WELL— PROPORTIONED, AND HAVE A VIGOROUS, WELL —DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL —FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. CONTRACTOR TO PROVIDE A ONE—YEAR WARRANTY ON ALL PLANT MATERIAL. Lane & Associates STATE OF WASHINGTON Landscape Architecture REGISTERED LANDSCAPE ARCHITECT 13802 26TH AVENUE N.W. TULALIP, WA. 98271 (425) 885-2319 BRUCE CAMERON LANE CERTIFICATE No. 375 STAPLE TREE 1RONFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL -PRUNE DISEASED AND } BROKEN BRANCHES SPECIFIED TREE STAKE(S)� HOSE & WIRE TIES, ' INSTALL `TREE BOOT" OR SEE DETAIL ABOVE s "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE & TOP w 1/3 OF BURLAP. PLANT TREE 1"-2" HIGHER Na THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH -a WATERING BASIN FERTILIZER TABLETS (4-21 TABLETS 18"x 48" ROOT GUARD ADJACENT TO CURBS AND SIDEWALK f18" 48" ROOT GUARD ADJACENT SPECIFIED PLANTING SOIL - TO CURBS AND SIDEWALK SCARIFY PLANTING PIT UNDISTURBED GROUND - _ - SIDES AND BOTTOM 12" MIN. FOR WOOD 6" DEEP, FIRM, NATIVE STAKES & 18" FOR REBAR SOIL MOUND 2x ROOTBALL WIDTH �IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. STREET TREE PLANTING & STAKING DETAIL NOT TO SCALE SPECIFIED TREE STAKE(S) INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1"-2" HIGHER THAN IN NURSERY WATERING BASIN � STAPLE TREE 1REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) SPECIFIED PLANTING SOIL---"4,SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND DEEP, FIRM, NATIVE 12" MIN. FOR WOOD SOIL MOUND STAKES & 18" FOR REBAR 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP a HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL NOT TO SCALE u T FINISH GRADE 18" MIN. STAPLE TREE LREINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH WITH SPECIFIED MULCH _ SPECIFIED AMENDED BACKFILL -� FERTILIZER TABLETS SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING AND STAKING DETAIL NOT TO SCALE PLANT 1" HIGHER IN NURSERY FINISH GRAC SHRUB PLANTING DETAIL NOT TO SCALE EASED AND RANCHES )P 1/3 OF BURLAP ) DEPTH OF MULCH TABLETS/SPECS AMENDED BACKFILL AND WATER THOROUGHLY 'E SOIL MOUND EQUAL SPACING FO G J`q 9C tic 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE 2 Kevised per engineering plans & City comments BCL 3/29/18 1 Revised per engineering plans & City comments BCL 1/16/18 NO. REVISION BY DATE SURVEYED: DESIGNED: BCL DRAWN: BCL CHECKED: BCL AP P R APPROVED: BCL PLANTING DETAIL RCA) T EM One sign per 5O feet, (minimum of 2 signs) r -?', aripline 1�v -41- 9�k--4� 14 IMMY701momi►.G�d k Jf -•'� 6 Ft.TempOrary z� Chaln Lhk Fend Critical o M I 10 pt. •" ' R30TS NO ,-TRESS PASSING PROTECTED TREES Figure 1, TREE PROTECTION FENCE DETAIL, DRIPLINE METHOD RECORD DRAWING SCALE: C TY OF RENTON U'R ONE INCH AT FULL SCALE Planning/Budding/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY Protection Measures During Construction: Protection measures in this subsection apply for all trees that are to be retained. All of the following tree protection measures shall apply: a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees or at a distance surrounding the tree equal to one and one quarter feet (1.25') for every one inch (1") of trunk caliper, whichever is greater, or along the perimeter of a tree protection tract. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING — Protected Trees," or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around the tree. The diameter of this wall or well must be equal to the tree's drip line. d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. a. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to be retained may not be lowered within the greater of the following areas: (I) the area defined by the drip line of the tree, or (ii) an area around the tree equal to one and one half feet (1 1/2') in diameter for each one inch (1") of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12 3 2012) b. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly with a minimum of three inches (3") of bark mulch prior to installation of the protective fencing. Exceptions may be approved if the mulch will adversely affect protected ground cover plants. (Ord. 5676,12 3 2012) c. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect to ensure trees are protected from development activities and/or to prune branches and roots, fertilize, and water as appropriate for any trees and ground cover that are to be retained. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Nngelea Weihs 07/23/2019 MATVEYEV SHORT PLAT TED-40-3998 LANDSCAPE PLAN / DETAIL SHEET DATE: 06/22/17 FIELDBOOK: PAGE: DRAWING NO: 06-2017 SHEET: OF: L-3 3 0- 0 U) w w CQ G