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HomeMy WebLinkAboutzR-3746 SetU) CL TCL a_ W U) J cW G VICINITY MAP PROPOSED SSMH 1261-1 TYPE I-48 (SEE APPROVED SODS CREEK SEWER PLANS) — — — — — — — — — SE 187TH ST = 1 z (50' PUBLIC ROW) —�— S z PROPOSED SSMH 1261-3 TYPE I-48 (SEEAPPROVED SODS CREEK SEWER PLANS) MELROSE SHORT PLAT CONSTRUCTION PLANS PARCEL #322305-9202 FIRE SPRINKLERS EACH LOT OF THE PROPOSED SHORT PLAT IS TO INSTALL FIRE SPRINKLERS. STANDARD PER WSDOT DESIGN MANUAL SEC. 1310.06 DESIGNED SPEED: SURFACE AREA CALCULATIONS SETBACK DISTANCE: ONSITEAREAS EYE HEIGHT: 20'ACCESS & UTILITY EASEMENT 1,561 SF 10' SEWER EASEMENT 780 SF 12' ROW DEDICATION 1,266 SF REMAINING LOTAREA 14,123 SF TOTAL 17,730 SF (0.41 AC) ONSITEIMPROVEMENTS TEL: 253-301-4157 LOT TEMPORARY EROSION AND SEDIMENT HOUSE 1,882 SF CONC DRIVE/WALK 495 SF (PGIS) SHARED ASPHALT DRIVE 936 SF (PGIS) LOT 1 TOTAL 3,313 SF (0.076 AC) LOT HOUSE 1,929 SF CONC DRIVE/WALK 472 SF (PGIS) ASPHALT DRIVE 765 SF (PGIS) LOT 2 TOTAL 3,166 SF (0.073 AC) OVERALL TOTAL IMPERVIOUS 6,479 SF (0.149 AC) OVERALL TOTAL PGIS 2,668 SF (0.061 AC) MELROSE SHORT PLAT CONSTRUCTION PLANS PARCEL #322305-9202 FIRE SPRINKLERS EACH LOT OF THE PROPOSED SHORT PLAT IS TO INSTALL FIRE SPRINKLERS. STANDARD PER WSDOT DESIGN MANUAL SEC. 1310.06 DESIGNED SPEED: 40 MPH SETBACK DISTANCE: 18 FEET EYE HEIGHT: 3.5 FEET RIGHT TIME GAP 6.5S LEFT TIME GAP (1 LANE): 7.5+0.5+0.5=8.5s RIGHT SIGHT: 1.47(40)(6.5)=382' LEFT SIGHT: 1.47(40)(8.5)=500' PROPOSED SSMH 1261-2 TYPE 1-48 (SEE APPROVED SODS 10' SEWER EASEMENT. TO \ \ V BE RECORDED BY SODS CREEK UTILITY DISTRICT PROPOSED SSMHII 1261-4 TYPEI-48- (SEEAPPROVED SODS CREEK SEWER PLANS) THE MELROSE SHORT PLAT, FILE NO LUA14-000164; SHPL-A, IS APPROVED WITH CONDITIONS AND SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL PAY THE FEE IN LIEU FOR STREET FRONTAGE IMPROVMENTS PRIOR TO RECORDING. 2. A REVISED FINAL LANDSCAPE PLAN SHALL BE PROVIDED PRIOR TO SHORT PLAT RECORDING TO TBE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. RED MAPLES WOULD NOT BE ALLOWED AND TSCHONSKIP CRABAPPLE WOULD BE THE TYPE OF CRAB APPLE TO USE GIVEN THE OVERHEAD ELECTRIC WIRES AND COMMENTS FROM COMMUNITY SERVICES REVIEW. 3. REQUIRED 10 FEET OF LANDSCAPING ALONG THE 108Ti AVE SE RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO SHORT PLAT RECORDING BY THE APPLICANT. IVB 10' UTILITY EASEMENT FOR — SOOS CREEK SEWER & WATER DISTRICT TO BE RECORDED WITH SHORT PLAT - \ 12' PROPOSED \ ASPHALT DRIVE (765 SF) c' BEYLER CONSULTING CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 7602 Bridgeport Way W beylerconsulting.com Lakewood, WA 98498 OWNER/CLIENT: ENGINEER/ SURVEYOR: SHEET Cl COVER/SITE PLAN JOSSIF ROZENBLAT BEYLER CONSULTING SHEET C2 TEMPORARY EROSION AND SEDIMENT 5415 NE 2ND CT. 10314 100TH ST SW APPROVED BY: DATE: CONTROL PLAN RENTON, WA 98059 LAKEWOOD, WA 98498 I BACK: 20' `n°'°°"NA TEL: 253-301-4157 SHEET C3 TEMPORARY EROSION AND SEDIMENT EASEMENTS: 15' CONTROL NOTES & DETAILS LANDSCAPE ARCHITECT' SHEET C4 GRADING, DRAINAGE, & PAVING PLAN ORIGIN DESIGN GROUP SHEET C5 NOTES & DETAILS TEL: 425-346-1905 SHEET Ll LANDSCAPE PLAN EMAIL: ORIGND@GMAIL.COM SHEET L2 TREE RETENTION PLAN 20 10 0 SE 186TH STREET N89°38'54"E 346.00' (BASIS OF BEARINGS - PLAT OFVISTA HILLS 67/99) R-314601 SCALE: 1" = 20' I' bJ I: p EX 5'CONC i III SIDEWALK EXROCKERY - W b RIGHT TURN SITE ISTANCE TRIAGEI 1 I 2 EE SITE DISTANCE -E ON THIS SHEET71 1 I � o —q I e' I 1529' 9.48 w 21 `N 1 12'RIGHT OF WAY DEDICATION lij A/ I i 158 I � ;CW I_L—tel' —4 8 m. � 5 /I P5 EX CB 18' TOP 484.30 .8" ADS IE 481.68 (SW) 12" CONC IE 481.32 (E) 74 40.01'3..E. PROPOSED STORM I DRAIN CATCH BASIN I _ (PMWr7fi} 500'LEFTTURN ITE _ DISTANCE TRIANGE 1 SEE SITE DISTANCE TABLE 20' ACCESS'& 1 ON THIS SHEET UTILITY EASEMENT TO BE RECORDED 3 "e WITH SHORT PLAT 12'PROPOSED SHARED ASPHALT DRIVE 1 1 (ONSITE 936 SF)�F (OFFSITE 27 SF) BEYLER CONSULT. 1"=20' w„ ;m„" CITY OF omoxm 3 MYLARS BML 08/13/14 BML .� RENTON 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 daP ��w I �M 1 REVISED PER CITY OF RENTON COMMENTS, DATED O6/12/2014 BML 06/27/14 DATUM a¢c BML ' AIPlanning/Building/Public Works Dept. NO. REVISION BY DATE APPR • «or a� wa ,rmmhn F ,ccam . LCB LANDSCAPING PLEASE SEE THE LANDSCAPE PLAN PREPARED BY ORIGIN DESIGN GROUP FOR TREE REMOVAL AND REPLACEMENT PLAN AND DETAILS. BOUNDARY ---- RIGHTOFWAY CENTER LINE EASEMENT ---200-- EXISTING MAJOR CONTOUR ---202-- EXISTING MINOR CONTOUR ----200-- PROPOSED MAJOR CONTOUR ---202-- PROPOSED MINOR CONTOUR SILT FENCE CLEARING LIMITS �--o— ORANGE CONSTRUCTION FENCING 40 NEW ASPHALT CONCRETE GRAVEL EXISTING TREE TO BE REMOVED EXISTING TREE I SURVEY I DATUM BASIS OF BEARINGS PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH I STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS NORTH 89°3854" EAST. ___ VERTICAL DATUM NAVD 88. THE ELEVATION OF THE BRASS DISK SETAS KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE SOUTHEAST IS 486.860 THE NORTH 105.5 FEET OF THE SOUTH 122 FEET OF THE EAST 208 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD. ' PARCEL NUMBER: 322305-9202 I SITE ADDRESS: 18600 BLOCK OF 108TH AVE SE 1 RENTON, WA 98055 APPROVED BY: DATE:g(L.7&¢ SITE AREA: 17,730 SF (0.41 AC) (SURVEYED) APPROVED BY: DATE: ZONING: R8 APPROVED BY: DATE: SETBACKS: APPROVED BY: DATE: FRONT: 15' I BACK: 20' `n°'°°"NA INTERIOR: 5' m A INTERIOR ALONG EASEMENTS: 15' I CITY OF RENTON APPROVED BY: DATE:g(L.7&¢ I APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT nun: 5/6/2014 CONSTRUCTION PLANS `n°'°°"NA U14002532 COVER SHEET/SITE PLAN m A C 1 v¢r 1 a:7 C'D : f2 '17 (166 l um W ©iff H d) U) CL 0- h� tri w U) 0 J w 2 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATION SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. CATCH BASIN INSERT TO BE INSTALLED ON ALL STORM DRAIN INLETS DOWN SLOPE AND WITHIN 500' OF PROJECT AREA. PER CITY OF RENTON STD. PLAN 116.20 (SEE SHEET C3.0) ---- - - - - -� --(. SE 187TH ST / (50' PUBLIC ROW) I 2 '\ S WS-WT-WS-WS-WS-}-f�a GPS 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 75 TO 100 POUNDS PER 1000 SQUARE FEET, OR 90 TO 120 BALES (1.5 TO 2.5 TONS) PER ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY NOVEMBER 1. 1' lWM; PHAN IIIfi'9eL, 15>PH e'"1' xsysma.olro PROJECT LIMITS (TYP) SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-8 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAYBE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. 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 SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT OF SOIL SHALL BE IMPLEMENTED WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN THERE IS THE POTENTIAL FOR SEDIMENT TO BE TRANSPORTED BY WIND. WATER IS THE MOST COMMON DUST CONTROL USED IN THE AREA. WHEN USING WATER FOR DUST CONTROL, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRAYING. EXPOSED AREAS SHALL BE RE -SPRAYED AS NEEDED. OIL SHALL NOT BE USED FOR DUST CONTROL. LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION PER RMC SEC7ION4-4-030.C.2. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. 20 10 0 20 40 WITHIN 30 DAYS OF COMPLETION OF GRADING WORK, THE APPLICANT SHALL HYDROSEED OR PLANT AN APPROPRIATE GROUND COVER OVER ANY PORTION OF THE SITE THAT IS GRADED OR CLEARED OF VEGETATION AND WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN 90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE CURRENT KING COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER 1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S APPROVAL THIS WORK IS REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL OF THE PERMIT. THE CONTRACTOR MAY NOT FILL, EXCAVATE, STACK, OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES, OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH INANY WAY WITHIN THE AREA DEFINED BY THE FRIP LINE OF ANY TREE TO BE RETAINED. THE CONTRACTOR SHALL ERECT AND MAINTAIN A 6 -FOOT HIGH CHAIN LINK, TEMPORARY CONSTRUCTION AROUND THE DRIP LINES OF ALL TREES TO BE RETAINED, OR ALONG THE PERIMETER OFA STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY 50 FEET WITH THE WORDS, "NO TRESPASSING -PROTECTED TREES" OR ON EACH SIDE OF THE FENCING, IF LESS THAN 50 FEET. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. SCALE: 1"= 20' EX 5' CONC l PROVIDE SILT FENCE AS NECESSARY SIDEWALK 7119"1 ON DOWNHILL SIDE OFSLOPES TOEX ROCKRY PREVENT SILT LADEN RUNOFF TOENTER ADJACENT PROPERTY. PERCITY EXCONTOUR OF RENTON STD. PLAN 214.00 EX(SEESHEETC3.0) CLIiTIb TiTAO PROJECTIwi25LIM/TS(TYP) a42D0. 912: TO BE 2s' /---cm 493 / REMOVED (TYP) p nv CIV cw f \ l / ORANGE / m .. I f i l2 26• i' �. J CONSTRUCTION FENCING LOT 2 a:¢ - A cw \ (8,232 SF 3) cw \ EX DETACHED I / PROPOSED j % t LOT 1 \ \ \ GARAGEcw, I SINGLE FAMILY (8,232 SF t) \ \ RESIDENCE I s' I \1 X ( PROPOSED / I l SINGLE FAMILY / 1 I RESIDENCE I / I• aV I a CWI it + a I II I I 11 av 1.490 I'• av 'v cw cw -1-.48 I ✓Im i . ' cl2 \ 25, V INSTALL STABILIZED Isw•lunll.+i l.'1. / Iwueus�warrn YII:WS-0pW IKinuS'Rl ece se CONSTRUCNON ENTRANCE PER I `, ur;,2os.vz>' CITY OF RENTON STD. PLAN 215.10 (SEE SHEET C3.0) 1 1 � 3 oI t ti i oil (SEE SHEET C3.0) BEYLER CONSULT. Wm xim CITY 0 F oesm1m 1"=20' Inlsarrtw ron iaea/Iwi �L � 3 MYLARS BML 08/13/14 RENTON Planning/Building/Public Works Dept. 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/1014 BML 06/22/14 OAP 01E "�" DATUM 1 REVISED PER CITY OF RENTON COMMENTS, GATED O611111014 BML 06/27/14 clm BML ,\T Yuy xuc c XY)! a¢ rc+l NO. REVISION BY DATE APPR Yrniom a`""�0°'mP1LY LCB COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4 INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A FINISHED UNCOMPACTED DEPTH OF 12 INCHES. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES SHALL BE MET USING COMPOST THAT MEETS THE DEFINITION FOR "COMPOSTED MATERIALS"IN WAC 173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1 RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL DEMONSTRATE THE FOLLOWING: 1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 5% ORGANIC MATTER AND A PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. 2) USE COMPOST AND OTHER MATERIALS SHALL MEET WAC 173-350-100 SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FORM COMPACTION DURING CONSTRUCTION OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED- RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDED. OPTION 3: STOCKPILE EXISTING TOP DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET REQUIREMENTS. SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE WESTERN WASHINGTON STORMWATER MANUAL FOR FURTHER DIRECTION. R-314602 1. LLJ APPROVED BY.0/=. DATE: B• � d ' � APPROVED BY: Lu APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT 13 CONSTRUCTION PLANS ""'°°'°NA U14002532 ry/ I w � I TESC PLAN C2 _J _J 1' lWM; PHAN IIIfi'9eL, 15>PH e'"1' xsysma.olro PROJECT LIMITS (TYP) SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-8 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAYBE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. 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 SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT OF SOIL SHALL BE IMPLEMENTED WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN THERE IS THE POTENTIAL FOR SEDIMENT TO BE TRANSPORTED BY WIND. WATER IS THE MOST COMMON DUST CONTROL USED IN THE AREA. WHEN USING WATER FOR DUST CONTROL, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRAYING. EXPOSED AREAS SHALL BE RE -SPRAYED AS NEEDED. OIL SHALL NOT BE USED FOR DUST CONTROL. LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION PER RMC SEC7ION4-4-030.C.2. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. 20 10 0 20 40 WITHIN 30 DAYS OF COMPLETION OF GRADING WORK, THE APPLICANT SHALL HYDROSEED OR PLANT AN APPROPRIATE GROUND COVER OVER ANY PORTION OF THE SITE THAT IS GRADED OR CLEARED OF VEGETATION AND WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN 90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE CURRENT KING COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER 1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S APPROVAL THIS WORK IS REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL OF THE PERMIT. THE CONTRACTOR MAY NOT FILL, EXCAVATE, STACK, OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES, OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH INANY WAY WITHIN THE AREA DEFINED BY THE FRIP LINE OF ANY TREE TO BE RETAINED. THE CONTRACTOR SHALL ERECT AND MAINTAIN A 6 -FOOT HIGH CHAIN LINK, TEMPORARY CONSTRUCTION AROUND THE DRIP LINES OF ALL TREES TO BE RETAINED, OR ALONG THE PERIMETER OFA STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY 50 FEET WITH THE WORDS, "NO TRESPASSING -PROTECTED TREES" OR ON EACH SIDE OF THE FENCING, IF LESS THAN 50 FEET. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. SCALE: 1"= 20' EX 5' CONC l PROVIDE SILT FENCE AS NECESSARY SIDEWALK 7119"1 ON DOWNHILL SIDE OFSLOPES TOEX ROCKRY PREVENT SILT LADEN RUNOFF TOENTER ADJACENT PROPERTY. PERCITY EXCONTOUR OF RENTON STD. PLAN 214.00 EX(SEESHEETC3.0) CLIiTIb TiTAO PROJECTIwi25LIM/TS(TYP) a42D0. 912: TO BE 2s' /---cm 493 / REMOVED (TYP) p nv CIV cw f \ l / ORANGE / m .. I f i l2 26• i' �. J CONSTRUCTION FENCING LOT 2 a:¢ - A cw \ (8,232 SF 3) cw \ EX DETACHED I / PROPOSED j % t LOT 1 \ \ \ GARAGEcw, I SINGLE FAMILY (8,232 SF t) \ \ RESIDENCE I s' I \1 X ( PROPOSED / I l SINGLE FAMILY / 1 I RESIDENCE I / I• aV I a CWI it + a I II I I 11 av 1.490 I'• av 'v cw cw -1-.48 I ✓Im i . ' cl2 \ 25, V INSTALL STABILIZED Isw•lunll.+i l.'1. / Iwueus�warrn YII:WS-0pW IKinuS'Rl ece se CONSTRUCNON ENTRANCE PER I `, ur;,2os.vz>' CITY OF RENTON STD. PLAN 215.10 (SEE SHEET C3.0) 1 1 � 3 oI t ti i oil (SEE SHEET C3.0) BEYLER CONSULT. Wm xim CITY 0 F oesm1m 1"=20' Inlsarrtw ron iaea/Iwi �L � 3 MYLARS BML 08/13/14 RENTON Planning/Building/Public Works Dept. 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/1014 BML 06/22/14 OAP 01E "�" DATUM 1 REVISED PER CITY OF RENTON COMMENTS, GATED O611111014 BML 06/27/14 clm BML ,\T Yuy xuc c XY)! a¢ rc+l NO. REVISION BY DATE APPR Yrniom a`""�0°'mP1LY LCB COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4 INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A FINISHED UNCOMPACTED DEPTH OF 12 INCHES. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES SHALL BE MET USING COMPOST THAT MEETS THE DEFINITION FOR "COMPOSTED MATERIALS"IN WAC 173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1 RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL DEMONSTRATE THE FOLLOWING: 1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 5% ORGANIC MATTER AND A PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. 2) USE COMPOST AND OTHER MATERIALS SHALL MEET WAC 173-350-100 SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FORM COMPACTION DURING CONSTRUCTION OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED- RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDED. OPTION 3: STOCKPILE EXISTING TOP DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET REQUIREMENTS. SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE WESTERN WASHINGTON STORMWATER MANUAL FOR FURTHER DIRECTION. R-314602 cT-�'rz--S-7y(oo-a_ NC© CITY OF RENTON APPROVED BY.0/=. DATE: B• � d ' � APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT oNs 5/6/2014 CONSTRUCTION PLANS ""'°°'°NA U14002532 °� NA TESC PLAN C2 a¢: 2 a 7 cT-�'rz--S-7y(oo-a_ NC© F- F- F- F- vh U) CL 0 - IL Lel no I� LU V/ O J LU 2 SOURCE: CRY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUC77ON 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. S. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTA77ON 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 PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. IS. 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 FACILI7Y 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. (ATPODTO JOInis Ix i USEVII.Cc sxRnu6w QUUuExmnH FABRIC rEoSFLICE O rosrs. YIIWMOR_ �FsrAxGNM SrPExOM FPBPoC Y5E0 RRRcgBRIC-� z x r�,LL�, .��.LT-i �Il u / aAwFnLTRENw YATx Fw,mnclND PAY eF IxcREassD \\ x..nvssau / 4-Vm BBAS. Cs.sTESLFExC2 / NOM.PFPAIL OP WOIVNEHr NOTES 1. COND910NOFUSE 1.1. SILT FENCE MAV BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS NOR IS INTENOEDTOTRFAT SUBSTANTWLAMOUNTSOFOVERIANOFLOW. MY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TOA SEDMENr TRAP Oft FOND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2], THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. Aos IAllMoanB s�11I..swa`o:OMEP4II .Iviou.E.eunla ss.IIM,wESN ronwx 22 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OFTHE FENCE. WIRE BACKINGORCLOSERPOST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SH4I NOT BE STEEPER THAN 2H:1V 20. IF A ttPICAL SILT FENCE IB USED, THE STANDARD 4X4 TRENCH MAV NOT BE REDUCED AS LONG AS THE BOTTOM B INCHES OF RIE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND WES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE, 3. MANTENMCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3C. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CQYVEYED TOA SEDIMENT TRAP OR POND, 33. ITIS 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 CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREPXCOWN, N SHALL BE REPLACED. ♦YO kM . PIAN - 214.00 \R PUBLIC WORKS SILT FENCE DEPARTMENT MARCH 2O0B g3 ^ _GwvEwnvsslMU BE P.vTo,o TNEFttA $ GM•'eO �.s aDDIOIRI EOuiro,looixE fil°j°I � OMV,4iNGOFiME ROnGWPY N IT 13 F 00RSCNDED TIMI THE ENI R=23'NI P.Wr oCCROoH..TUT XSCFFINEPOD 2. DESIGN AND INSTALLATION SPECIRCATONS 21. 2.2 2.3 3. MMNTENMCESTANDARDS 3.1. OUMRY SPALLS SHALL 32. IF THE ENTRANCE IS NO 3.3, WITH THE SPECIFICATIONS. SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHMGEO APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ME LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEOATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. =ARCH PUBLIC WORKS STABILIZED - 216.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 $ STANOONO NSUP iR GRADE MUTERFANDO -IIIA II VIII IIII (IIII csrwvax IIII xDTFs 1. CONDITION OFUSE I.I. SHALLBE PROVIDED FOR ALL STORM DRAIN INLETS DONNSLOPE ANDWRHNSCO FEET DFA DISTURBED qi L0161RUCrlp(AREAL UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT FORD OR TRAP. 12 WWMUSEO ANYABUBM AT THE APPLICANTS DISCRETION TO PROTECT DRANAGESYSTEM. 1.3. THE COFRROUNNO DRAINAGEAREA MOST NOT BE LMGERTHMN i ACRE. 2 DESNNAND BESTALLAINN SPEgFlCATIONB 21. FILTER FABRIC IS ONLY ALLONEDWERE PONDING WILL NOT BEATLIFFIC CONCE(W NiO W11FRE SLOPE EROSION WLLLNOT R6$ULTMTIE CURB IS OVERTOPPED BY FORMED WATER 22. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS SIRIGMY UMCEDMOOISCWMOED. B NANTEMANCE STANDARDS 3.1. MIYACCUMUTATEDSEDIMEMONORMOUNDINLETPROTECTIONSHMLBERBAWEOIAWMKM Y.SEOILEFITSINLLNOTWSIBACVED WITHWAMRMDALLSEDNff UMTBEDISPOSEDCFMFILLDNBTIECRIMLLEOCFFSGE PUBLIC WORKS FILTER FABRIC PROTECTION STD' PLAN - 216.20 404 DEPARTMENT MARCH 2O0B vARIFs-sFFcclmsAcrNAls BAPON SO SHNOIEI VANES-SEECONTRACTRAN3 9I mNI ERISH(D DRIVEWAY GBEII COw.PE�61aANWRBIM.1 3P EY TANI MNMITVR No SFENOR"- FINISH IrYF.1 .EBTUBBAM FUNIN 0 ENTRANCE r MXEN.EPF ".WCCMRACD- S Iy sHBrAwAMnYNwO.M smFASI y/ ! c20rr CONC.ENEWMK CEIANT CaxcRtTE j `I �\ \ ) [ITVPIIo L BICFNNR i. p�\ mNBEE1RAL xr WC`NB +a ry d E t B CFBNT CONCRETE CUM `TDIVER�IYYVI � . PWIMEW cEVEHrcaxUETE SDUrret RME.NOTE31 r.P s:e C BMVEYNYFNTRM'CE DIN9\cuRERi NOTES (LY1.1 01 SIDESIIDEOYPI- TYPE 1 l3EE wTEA PLAN VIEW 1FINACIMENCTEO VN1E3-.SEE i. WITHIM LoM1HWd:•AN]Ndm MIN 16f VI AGIBWctB NII w'. mpemion pbtvNnn 31B"1Nm BMIebnS BM tlnvewa/ImLnIIM. TYPE GRADEGDIDRACTRINS BaE bYaMaLd PLD F -00.1D. CONBtlW Btywlean plmB ''. 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G. aTlP W'N W eil 15 Dot W aeDMCM1a , SI' ft ooPeft » LEGEND i 1nddo BN WN conMod, toe SMEM. Nolen �� SLCPENIDTHERIRECBON S 'f,I' TIM 15 rem MM. Ieno11,, BM B.IRS, ��qqPY L. Ngq pp #yy A -='U. o ...• of Mo curb ranP mall Ee Re Bator LaaaOB. AV tlY4L P•fO 4�glp `GBA"Nv YH-EXPNNSNIx 41rfIYP.I T tlem doee rollllClWetlrhewe. O O irAMMIUPLANPSc1B PW Y (SEE IIOIESECTION B See Cmnam PW. �1I¢+� A 4Y3. 0 eEUEM wNrnErE DwvLwnr EMPNKEDOESPATLWmB o :,m y 4S •yr -[S iBoisTI ET GN Y.r F/ '`'IONAt. .EGnsxw@sFm.As a"D es�sg RERCT'CITY POIDSINIM14A5 oEmlm BML UNNEABY iCZENoren-� .'--- `S �l 4 saeaa AASUs / DRIVEWAY ENTRANCE Ere GFOiEMIE IZYa rwurEss STANDARD PLAN F -80A0-02 � MLMOrNK xGTeB 06/27/14 �MOE 1. CONDITION OF USE Pxeoloh 81 OY1542 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILQED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OF THE SITE. 2. DESIGN AND INSTALLATION SPECIRCATONS 21. 2.2 2.3 3. MMNTENMCESTANDARDS 3.1. OUMRY SPALLS SHALL 32. IF THE ENTRANCE IS NO 3.3, WITH THE SPECIFICATIONS. SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHMGEO APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ME LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEOATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. =ARCH PUBLIC WORKS STABILIZED - 216.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 $ STANOONO NSUP iR GRADE MUTERFANDO -IIIA II VIII IIII (IIII csrwvax IIII xDTFs 1. CONDITION OFUSE I.I. SHALLBE PROVIDED FOR ALL STORM DRAIN INLETS DONNSLOPE ANDWRHNSCO FEET DFA DISTURBED qi L0161RUCrlp(AREAL UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT FORD OR TRAP. 12 WWMUSEO ANYABUBM AT THE APPLICANTS DISCRETION TO PROTECT DRANAGESYSTEM. 1.3. THE COFRROUNNO DRAINAGEAREA MOST NOT BE LMGERTHMN i ACRE. 2 DESNNAND BESTALLAINN SPEgFlCATIONB 21. FILTER FABRIC IS ONLY ALLONEDWERE PONDING WILL NOT BEATLIFFIC CONCE(W NiO W11FRE SLOPE EROSION WLLLNOT R6$ULTMTIE CURB IS OVERTOPPED BY FORMED WATER 22. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS SIRIGMY UMCEDMOOISCWMOED. B NANTEMANCE STANDARDS 3.1. MIYACCUMUTATEDSEDIMEMONORMOUNDINLETPROTECTIONSHMLBERBAWEOIAWMKM Y.SEOILEFITSINLLNOTWSIBACVED WITHWAMRMDALLSEDNff UMTBEDISPOSEDCFMFILLDNBTIECRIMLLEOCFFSGE PUBLIC WORKS FILTER FABRIC PROTECTION STD' PLAN - 216.20 404 DEPARTMENT MARCH 2O0B vARIFs-sFFcclmsAcrNAls BAPON SO SHNOIEI VANES-SEECONTRACTRAN3 9I mNI ERISH(D DRIVEWAY GBEII COw.PE�61aANWRBIM.1 3P EY TANI MNMITVR No SFENOR"- FINISH IrYF.1 .EBTUBBAM FUNIN 0 ENTRANCE r MXEN.EPF ".WCCMRACD- S Iy sHBrAwAMnYNwO.M smFASI y/ ! c20rr CONC.ENEWMK CEIANT CaxcRtTE j `I �\ \ ) [ITVPIIo L BICFNNR i. p�\ mNBEE1RAL xr WC`NB +a ry d E t B CFBNT CONCRETE CUM `TDIVER�IYYVI � . PWIMEW cEVEHrcaxUETE SDUrret RME.NOTE31 r.P s:e C BMVEYNYFNTRM'CE DIN9\cuRERi NOTES (LY1.1 01 SIDESIIDEOYPI- TYPE 1 l3EE wTEA PLAN VIEW 1FINACIMENCTEO VN1E3-.SEE i. WITHIM LoM1HWd:•AN]Ndm MIN 16f VI AGIBWctB NII w'. mpemion pbtvNnn 31B"1Nm BMIebnS BM tlnvewa/ImLnIIM. TYPE GRADEGDIDRACTRINS BaE bYaMaLd PLD F -00.1D. CONBtlW Btywlean plmB ''. '-+ �'� Pembl wlN Ve CeR9NEle S4 requIT'I6[15IBBI mnill SEE CON11AGr P.N4 cONTNCr PVNS-PMOBAXYGMIFRNGIw. 33%Wx b� wIIKMGGGM.NEE BJ IWL -.. .^.. EPSGM Y.Ten CrA%WBY.WODM flYtteE M TNI PwL 5@ _ ` i ORSTFOURN.". 2 Sr SLIIWN PYA FJ0.10 for EbewBlk tlNallR. ma CTI 2Gx MAX vERsmux RMm PFDENRAN BPaa 3. Cu.zoUXBrM ; BBB BA Contract Plans br Me ...-... ON E3 Eww�rE6N GR10E .• SS'FAPANSNx1AIMOYFI qeb MAlBepetl btl. So, (MANN NAB F.1QA2 I "'y �mldrenlDTEtE ra amDegN LM TWAY N NDEYWKTMI e�'Vx SECTION - �6Efi MAMAAM.UMRRN 1 4.AA.W FBI dra11M5e etruCUBC, Iunobal Co.. IEEE SIH GD1001T `ORIVDWT PPRP ibae cbolMI.frontofdr 3R'EIRA3londa 1.10,-_i 7B I OYNN: QUITUR EH nVPVal enL2n®6. EF CrAwABDPLAxr.]610 BECnON OC ggCMAYIWrrNN S CURB, E... SEECONTRACT TCR Bg DgDpApTPLWS 6 Poo wNiMn iMnN BREAK'B4IIMoW; IGTMIBONImGm els. RAVS PIMB r B61RNF6n N9 hlD affM II WrFM¢rJ3n%sIN bB RM111. of ft ria oDmss3Eo cuRo __ _ OYP� SFE COMPACT PIANt k € % r 0EEN0TE T. G. aTlP W'N W eil 15 Dot W aeDMCM1a , SI' ft ooPeft » LEGEND i 1nddo BN WN conMod, toe SMEM. Nolen �� SLCPENIDTHERIRECBON S 'f,I' TIM 15 rem MM. Ieno11,, BM B.IRS, ��qqPY L. Ngq pp #yy A -='U. o ...• of Mo curb ranP mall Ee Re Bator LaaaOB. AV tlY4L P•fO 4�glp `GBA"Nv YH-EXPNNSNIx 41rfIYP.I T tlem doee rollllClWetlrhewe. O O irAMMIUPLANPSc1B PW Y (SEE IIOIESECTION B See Cmnam PW. �1I¢+� A 4Y3. 0 eEUEM wNrnErE DwvLwnr EMPNKEDOESPATLWmB o :,m y 4S •yr -[S iBoisTI � '`'IONAt. suNFYED BLYLER CONSULT. a"D es�sg oEmlm BML UNNEABY iCZENoren-� .'--- `S �l CEMENT CONCRETE REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 DRIVEWAY ENTRANCE Ere TYPES 1, 2,3 & 4 PER nAOL.C.N STANDARD PLAN F -80A0-02 i FNEEr10F3 MNEET9 06/27/14 APPRwED Toa PLBLICATNx V2 sr.%E ATV2. F NOT DIE ww xWE ACCORDINGLY Pxeoloh 81 OY1542 AFAR „_ =�IBOYETRIC T'PE Z -PAY 11MT8 VI Mw'. CITY OF xolotoNM: NM tBv/tBPt RENTON DATUM Planning/Building/Public Works Dept. R-374603 CITY OF RENTON APPROVED BY: 7 APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC NOTES AND DETAILS CD.I2_ '-5-?y6 3 ,miff 5/6/2014 mDmBM NA MoD KIA C3 suNFYED BLYLER CONSULT. seNF: 1"=20' oEmlm BML 3 MYLARS BML 08/13/14 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 DAMN' JAP ] REVISED PER CRY OF PENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 uFLm. BML V2 sr.%E ATV2. F NOT DIE ww xWE ACCORDINGLY NO. REVISION BY DATE APPR AFAR „_ VI Mw'. CITY OF xolotoNM: NM tBv/tBPt RENTON DATUM Planning/Building/Public Works Dept. R-374603 CITY OF RENTON APPROVED BY: 7 APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC NOTES AND DETAILS CD.I2_ '-5-?y6 3 ,miff 5/6/2014 mDmBM NA MoD KIA C3 r Ir-^ VJ CL 0 - CL r•� Lu U) W 2 3" HMA CL 1/2" - (PG 64-22) 2 1/2" C57C ROW PL 12' RDW DEDICATION I 2.7' SEE 5'SIDEWALK - _ SEE DETAIL 1 FOR J DEPRESSED -J �- EXISTING DRIVEWAY SECTION CURB 8 ROADWAY GUTTER NEW TYPE 1 CONCRETE DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-80.10-02 i�1 PUBLIC ACCESS PROFILE C4 SCALE: 1"=20' L 5" CSBC ` PROPOSED 6"ROOF COLLECTOR PIPE COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUMLOT 1 SECTION VIEW DENSITY STANDARD PROCTOR. �� \ C4 SCALE: N.T.S. EX CONTOUR �.. (TYP) 1 -% - - ��1--------491.- / BUILDING LOT 2 / LINE (TYP) (8,232 SF t) :I L SDCO / ROOF DOWNSPOUT (TYP) ROOF DOWNSPOUT (TYP) ) \ \ (TYP) __________ __ ______ e I 4"PVC ROOF DRAINPIPE I I / / I "N\ I @ S= 1.0% MIN. (TYP) I / I I EX DETACHED I PROPOSED GARAGE I I SINGLE FAMILY 1 RESIDENCE mI I FF. 491.5' I e SSCO I I /p (TMP) / I 490.00 I ( I 491.50 491.50 11.\HOLD IIOD4E I I I 7s.o3• �. � LOT (8,232 SF t) 1 �I PROPOSED I SINGLE FAMILY I RESIDENCE ' F.F.=490.0' / ROW \ EX 5' CONC II 1 SIDEWALK EX ROCKERY �� INIIII5 I °54'33"E 40.01' EX TOP EX TOE 483.00 4 488.00 1 382' RIGHT TURN SITE DISTANCE TRIANGE SEE SITE DISTANCE V 12' RIGHT OF WAY TABLE ON THIS SHEET 1 i DEDICATION I \\EX i III 1 I I{Ii / NEW OTOP 488.00 0A I 4" PVC ROOF DRAIN PIPE @ S= 1.0% MIN. (TYP) 1 I IIj EX ITOE 483.5 Lu I ^ \ U REMOVE TOP ROCKS OF RETAINING WALL TO I W W I ELEVATION SHOWN ON THE u T p l h - PLANS TO INCREASE SITE I ry I I DISTANCE VISIBILITY / ON V / I AREA BETWEEN GRAVEL STRIP FOR DISPERSION I / AND EXISTING RETAINING I / WALL SHALL BE I VEGETATED WITH SOD I µI. EXI TOP 489.20 CONNECT ROOF TO I' I NEW TOP 488.00 / PERFORATED STUB (TYP) `I 1 EX TOE 484.75 [� lesalarrun°T. se I I \ / h I ]0 LF 6'! PERFORATED �� I /. r "�b•ZQP'I' CONNECT ROOF.,, TO 0' � � \ / 1 STORM STUB WITHIN EX CB / 49 \ I TOP 464.30 1 I PERFORATED STUB (TVP) I PROPOSED CONC \ / ti 10'Lx2'Wx2'D GRAVEL / 8" ADS IE 481.68 (SW ? IF • 8"A 5 cW yr/ / PROPOSED CONC / - I DRIVE/WALK I TRENCH (TYP) i I� E \ - I 12" CONC. IE 481.32 ( [N I$ LCPt W DRIVE/WALK -, /,. o---_-�\i( 10 STORM PERFORATED I - .v _� ° i I I _�! .) � / ` I 12"LCPE IE 481,32(W) TIGM F i1 STORM STUB WITHIN -. 489 90 r, 489.90' EX TOP 488.75 / I I Y 10'Lr2'Wx2 D GRAVEL ry NEW TOP 488.00 TRENCH (TYP) I .'� T .i !• _ MR INS V0rw#4w0'Tm'N�1 / L/ ( I p8y ` EX r� 9 5. ]5/�,/��-- - SD S SI SEWER /. / / I 489.66 /�Tm it �plp ' STUB (TTP) / ~ - 2' WIDE STRIP SDCO #� / OF CRUSHED - - SDCO #1 qg8TOP 490.00 ROCK i TOP486.00 I /6"IE487.00 1\�'� SIE483.00 /�1`fS�SPJeJI I TBC 484.878 CF, 6 PVC PIPE, S 3.8% ,t l 484.9 / .° r N `P"qti f - / \m� � . \ 486.0 9I II I III. TBC 484.5 O 4 62.% 490 2.¢% 489. 6.2%\ 8786 2, % 9.0% 484.6 491. 490.71 48996 GB 989.60 4878ry \ /_ B486NE. IPCONCRE491.42h 0 T E I DRIVEWAYENTRANCE PER WSDOT STDLAN T peE I , o - AIp �� ------ ���` -��_ �� �� �F-80.10-OZ. SEE SHEET C3.0 ` -` -�- !` _ 1 - T TBC 484.9 / / 1 N89°5433"E - / 168.06' I I / / ..'F - - N814'33"E 40.01 . TSC 485.4 485.5 I. 10' UTILITY EASEMENT FOR SODS CREEK SEWER B WATER PROPOSED SEWER LINE / I , 3 _ 20' ACCESS &UTILITY EASEMENT DISTRICT TO BE RECORDED (SEEK SEWER SODS TO BE RECORDED WITH SHORT PLAT 1 \ CREEK SEWER PLANS PROPOSED SSMH 1261-5 / CB #1, TYPE 1 (PRIVATE) \ WITH SHORT PLAT _ _ _ _ _ ) TYPE 1-48 / ' me W/VANED GRATE I TWO (2) NEW WATER SERVICES \ - - 12' PROPOSED SHARED (SEE APPROVED SODS / TOP 485.95 I CONTRACTOR TO TI COORDINATE WITH I - � ' CREEK SEWER PLANS ASPHALT DRIVE 6"PVC IE 482.9 IN -W 5005 CREEK UTILITY DISTRICT 12'PROPOSED ) ( ) nocrl-\s v,Da'rH ASPHALTDRIVE i 12"LCPE IE 482.9 (OUT -E) - - I IYM' arra AVESE DUucL\s,xm ' I I I ti I REMOVE/CUT BACK HEIGHT OF VEGETATION xaa,o11 AV Imlo weru ave se 500' LEFT TURN SITE WITHIN SITE DISTANCE TRIANGLE SO VEGETATION ,tnws-e,w I SITE TANCE DISTANCE A BLE I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT ROAD GRADE. OBTAIN APPROVAL FROM R _ SEE SITE DISTANCE TABLE \ ON THIS SHEET I I I AND PROPERTY OWNERS AS NECESSARY ENTON � � I suncnn sau: BEYLER CONSULT.CITY 0 F omw�m 1"=20' IYJPIId1IN: wn 14lJ/loo, 'L J•L 3 MYLARS BML 08/13/14 BML .0 RENTON 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 ,IAp °NE "b1 DATUM 1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/12/1014 BML 06/27/14uML Mn,ly wuc Planning/Building/Public Works Dept. F Iq! pE YIOI NO. REVISION BY DATE APPR �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°3854" EAST. VERTICAL DATUM NAVD 88. THE ELEVATION OF THE BRASS DISK SET AS KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE SOUTHEAST IS 486.860 MELROSE CITY OF RENTON 105.5' LOT 12 `O DATE: AM-?-WP APPROVED BY: DATE: APPROVED BY: DATE: z l w 2 20' ACCESS 5 z w o UTILITY EASEMENT 1' e o TIE INTO EXISTING I o 6' 12' SHARED h GRADE (TYP) I SHOULDER ACCESS DRIVE IIS I i PROPOSED EX GRADE PROPOSED CONC. DRIVE SINGLE FAMILYi RESIDENCE i F.F.= 490.0' I • \7 y `ARIES/o VARIESVARIES 3" HMA CL 1/2" - (PG 64-22) 2 1/2" C57C ROW PL 12' RDW DEDICATION I 2.7' SEE 5'SIDEWALK - _ SEE DETAIL 1 FOR J DEPRESSED -J �- EXISTING DRIVEWAY SECTION CURB 8 ROADWAY GUTTER NEW TYPE 1 CONCRETE DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-80.10-02 i�1 PUBLIC ACCESS PROFILE C4 SCALE: 1"=20' L 5" CSBC ` PROPOSED 6"ROOF COLLECTOR PIPE COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUMLOT 1 SECTION VIEW DENSITY STANDARD PROCTOR. �� \ C4 SCALE: N.T.S. EX CONTOUR �.. (TYP) 1 -% - - ��1--------491.- / BUILDING LOT 2 / LINE (TYP) (8,232 SF t) :I L SDCO / ROOF DOWNSPOUT (TYP) ROOF DOWNSPOUT (TYP) ) \ \ (TYP) __________ __ ______ e I 4"PVC ROOF DRAINPIPE I I / / I "N\ I @ S= 1.0% MIN. (TYP) I / I I EX DETACHED I PROPOSED GARAGE I I SINGLE FAMILY 1 RESIDENCE mI I FF. 491.5' I e SSCO I I /p (TMP) / I 490.00 I ( I 491.50 491.50 11.\HOLD IIOD4E I I I 7s.o3• �. � LOT (8,232 SF t) 1 �I PROPOSED I SINGLE FAMILY I RESIDENCE ' F.F.=490.0' / ROW \ EX 5' CONC II 1 SIDEWALK EX ROCKERY �� INIIII5 I °54'33"E 40.01' EX TOP EX TOE 483.00 4 488.00 1 382' RIGHT TURN SITE DISTANCE TRIANGE SEE SITE DISTANCE V 12' RIGHT OF WAY TABLE ON THIS SHEET 1 i DEDICATION I \\EX i III 1 I I{Ii / NEW OTOP 488.00 0A I 4" PVC ROOF DRAIN PIPE @ S= 1.0% MIN. (TYP) 1 I IIj EX ITOE 483.5 Lu I ^ \ U REMOVE TOP ROCKS OF RETAINING WALL TO I W W I ELEVATION SHOWN ON THE u T p l h - PLANS TO INCREASE SITE I ry I I DISTANCE VISIBILITY / ON V / I AREA BETWEEN GRAVEL STRIP FOR DISPERSION I / AND EXISTING RETAINING I / WALL SHALL BE I VEGETATED WITH SOD I µI. EXI TOP 489.20 CONNECT ROOF TO I' I NEW TOP 488.00 / PERFORATED STUB (TYP) `I 1 EX TOE 484.75 [� lesalarrun°T. se I I \ / h I ]0 LF 6'! PERFORATED �� I /. r "�b•ZQP'I' CONNECT ROOF.,, TO 0' � � \ / 1 STORM STUB WITHIN EX CB / 49 \ I TOP 464.30 1 I PERFORATED STUB (TVP) I PROPOSED CONC \ / ti 10'Lx2'Wx2'D GRAVEL / 8" ADS IE 481.68 (SW ? IF • 8"A 5 cW yr/ / PROPOSED CONC / - I DRIVE/WALK I TRENCH (TYP) i I� E \ - I 12" CONC. IE 481.32 ( [N I$ LCPt W DRIVE/WALK -, /,. o---_-�\i( 10 STORM PERFORATED I - .v _� ° i I I _�! .) � / ` I 12"LCPE IE 481,32(W) TIGM F i1 STORM STUB WITHIN -. 489 90 r, 489.90' EX TOP 488.75 / I I Y 10'Lr2'Wx2 D GRAVEL ry NEW TOP 488.00 TRENCH (TYP) I .'� T .i !• _ MR INS V0rw#4w0'Tm'N�1 / L/ ( I p8y ` EX r� 9 5. ]5/�,/��-- - SD S SI SEWER /. / / I 489.66 /�Tm it �plp ' STUB (TTP) / ~ - 2' WIDE STRIP SDCO #� / OF CRUSHED - - SDCO #1 qg8TOP 490.00 ROCK i TOP486.00 I /6"IE487.00 1\�'� SIE483.00 /�1`fS�SPJeJI I TBC 484.878 CF, 6 PVC PIPE, S 3.8% ,t l 484.9 / .° r N `P"qti f - / \m� � . \ 486.0 9I II I III. TBC 484.5 O 4 62.% 490 2.¢% 489. 6.2%\ 8786 2, % 9.0% 484.6 491. 490.71 48996 GB 989.60 4878ry \ /_ B486NE. IPCONCRE491.42h 0 T E I DRIVEWAYENTRANCE PER WSDOT STDLAN T peE I , o - AIp �� ------ ���` -��_ �� �� �F-80.10-OZ. SEE SHEET C3.0 ` -` -�- !` _ 1 - T TBC 484.9 / / 1 N89°5433"E - / 168.06' I I / / ..'F - - N814'33"E 40.01 . TSC 485.4 485.5 I. 10' UTILITY EASEMENT FOR SODS CREEK SEWER B WATER PROPOSED SEWER LINE / I , 3 _ 20' ACCESS &UTILITY EASEMENT DISTRICT TO BE RECORDED (SEEK SEWER SODS TO BE RECORDED WITH SHORT PLAT 1 \ CREEK SEWER PLANS PROPOSED SSMH 1261-5 / CB #1, TYPE 1 (PRIVATE) \ WITH SHORT PLAT _ _ _ _ _ ) TYPE 1-48 / ' me W/VANED GRATE I TWO (2) NEW WATER SERVICES \ - - 12' PROPOSED SHARED (SEE APPROVED SODS / TOP 485.95 I CONTRACTOR TO TI COORDINATE WITH I - � ' CREEK SEWER PLANS ASPHALT DRIVE 6"PVC IE 482.9 IN -W 5005 CREEK UTILITY DISTRICT 12'PROPOSED ) ( ) nocrl-\s v,Da'rH ASPHALTDRIVE i 12"LCPE IE 482.9 (OUT -E) - - I IYM' arra AVESE DUucL\s,xm ' I I I ti I REMOVE/CUT BACK HEIGHT OF VEGETATION xaa,o11 AV Imlo weru ave se 500' LEFT TURN SITE WITHIN SITE DISTANCE TRIANGLE SO VEGETATION ,tnws-e,w I SITE TANCE DISTANCE A BLE I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT ROAD GRADE. OBTAIN APPROVAL FROM R _ SEE SITE DISTANCE TABLE \ ON THIS SHEET I I I AND PROPERTY OWNERS AS NECESSARY ENTON � � I suncnn sau: BEYLER CONSULT.CITY 0 F omw�m 1"=20' IYJPIId1IN: wn 14lJ/loo, 'L J•L 3 MYLARS BML 08/13/14 BML .0 RENTON 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 ,IAp °NE "b1 DATUM 1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/12/1014 BML 06/27/14uML Mn,ly wuc Planning/Building/Public Works Dept. F Iq! pE YIOI NO. REVISION BY DATE APPR �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°3854" EAST. VERTICAL DATUM NAVD 88. THE ELEVATION OF THE BRASS DISK SET AS KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE SOUTHEAST IS 486.860 MELROSE CITY OF RENTON APPROVED BY: `O DATE: AM-?-WP APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: --F-- e MELROSE SHORT PLAT 5/6/2014 CONSTRUCTION PLANS ""°°°`NA U14002532 NA GRADING, DRAINAGE, & PAVING PLAN C4 CD: (2 V66 mWZ i I '0 s 5� R n � rm It■ 111111111111041, /W VJ 0S�s� cr J W B6TAMOIMIR AD.+ut+ron SEDITION SSEN«a, PIPE AuoWANeeS Size NAvvw roeYArzRw YIMF! wAINTet RnNFORMD°R 12, PUNnCHCREiE 10Yto ITT w.uETunPE ,r Pa a ,r Inro.avac.ea's1 •PMn.wZl'Ia SDUMWIILWC ,r @m.aPEc.ao6.filfll A W W W Cmcnb Phe IV laro.al•Sc.Pastaz8 OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE "efORY BEW EA PIPEc � manvx NOTES 1. Ae eoaropbbb aMmaBwsbtlla rebv Naxn Ftla PPECAST SgBE SECTION, thea (p6fa l aacminP b Me Sbex aro SpeWmlbne), w wFe Ilae11 nevY1 a IMNmum gree do.12 aquae Ftlaspa, bat stall M wE WM Its mWmum aquYeM retest NMlAm H tlN ALIERNATNE PRECAST BASE BECl10N. WM mash ahalndba plecatl FMa Fadaub. 2. TM madautMWnelereadl npt pa gaemraaa 2P. K laastel h.. MkKlrev dYmFhamb 2b' ma&wm. Provbe a 1.6' mlNmum PD If a1 W ees Ma M«kDai wet mM Ca odsbe ar Vn pipe. AR«Me Wpake u,flB Ba pap WMNat moMrNamNarim wen SbMw4 BpeeacD etlon &OO.I 3. Ttamaamdn dept, wn Me MHBN Maki m Me Mrest at. Fvwt ,www. 4. The MI. WBreb mW M eWaeleE WMtle Motto Moan. 5. lha Precast Sere Satlbn may M. a reuMal Ma, aid Ba w-abms) McIg7e0 daldad124 «nleepar. S. Ina opeNg" Ire meaexeM at Me by of Me pre®9 tease saibn. T. Al plobq Boma Ma M Sreuel fall after Me Main las Men Places. S. Ngetle ragsaM caeLIOe MALI tea Mob nl0MNlnaaadMKe win BbIMW SpaJM.albn 806.3. I STD. PLN - 200.00 " PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARCH 2008 �u.,enna. e Size Mi.. Etat between b"Is drower Pipe cone., LCPE, CMP (Blamemr) 12' to 24' 17 Pee. Sw e.YE eve 10Yto ITT 48' Pipe -arch metal onN (ate) 18' to 36' ax°Pi°i0Y° ,oaYwwew.aN+A.e •PMn.wZl'Ia 148't0 188' 48• REV/SED PER CITY OF RELATION COMMENTS, DATED 06/12/2014 BML 06/27/14 A W W W Cmcnb Phe RENTON PLAN REVIEW SECTION AND THEAPPLICANT OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE ENMlrq tw PWleN Nw S`""" CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE 3. LII 1. Ha MeaNlam auprytutleldrtale, L HmgbmDlmtlarMucM1ae TRENCH BOTTOM THE TOP MATERIAL, AS A Ca WMEngmaeNllo8696 mac Men&p MllxBy WELL N COMPAOF CTION PLACEMENT AND COMPACTION OF REQUIRED BEDDING NOF REQUIRED overIW4bmpP STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL - b0p, a, aa �®Pdiwl erd PleprelMaTlel,af N ynBay CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC +aware Magnaua.a4.awsoonglxvA THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING apol.TWOmPeeadil Waaad l,6q BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C-, WITH THE apWna. TM dpe.nlle Wll De BarLtlwln WdM. RELATION PUBLIC WORKSS DEPARTMENT. IT SHALL BE THE SOLE TM mwmum marebwMM eNe Ia 131.o.�te•. �� RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL b. TIeItlIGGAB eMAwlrnb'BKYlNry SMq- aYwOWO a°�".a.aeeva w,ngW TnlNbe' In IFe a eNlery stews sesta a Ba TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. W 800TIAP Wq clpq®M geyrAallau, u«q IM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL mtsalump NIh t•pa CMmete- S•PIM. Na11MWflee MmIaL dWlral WluaM InW MWiL melabl. Melmi ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND 4. Baaba&Mla, apbe e. Spaadffie MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE WSDOTfa SatllDn d ua wsoonAPwA Naqua aDaNB«Laa DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER M1xlnalreleXel W9afi«Bw RIpH PIp NOFE6: 1. PCa amPaNn WBYNgxnmtlYSBlnaafa Pp wMldlmbenamMnNrev. FappmWlb, F e wail. Ba Iv ImNd Far d ea ppe plr,paelm am.NYBB.wwNdBaew. 2 NeYYeM WMIlm lapaMlAaMdaPNaito F.bYl FewzNF®WMOvbIA 9. CmvWe dp WMdapYd IeYlb«mYedY M FSY1Nbm,VmwM A MWP t CmM I#& IbNawiN 6OIFNbonaANN NFNYYawm ppjlnA b. O.0. 4aOW bMaaWMaMWIW tleppaaa aWTMe mvf dNPevda Tronw.baesro.I W OD. WM 3 maanum SIN MO.0.1RMO.O. e41Sb 3':YW WA WNYYN[sual • i'PMJNIWn 1YMIaOa4Y W aWYB.vyO w•. 2+o•r«amaW. Derrnln4YaM.Puw geslwa.f5v. ® Bet'MII melenN lMaaMln o.s lope myenW bW%nmlmum aYW . aanpeclW IY ® MatlgaSaCm'nped4n NISOOT/APNA) Naqua apadeaBena.) Pipe Size Mi.. Etat between b"Is drower Pipe cone., LCPE, CMP (Blamemr) 12' to 24' 17 30'1.W BIam. 12 10Yto ITT 48' Pipe -arch metal onN (ate) 18' to 36' IT 43'M 14T span13 148't0 188' 48• PUBLIC WORKS PIPE COMPACTION STD. PLN - 220'00 DEPARTMENT DESIGN AND BACKFILL MARCH 2008 � 4< [ / 3 PMYE AMD VANED OMTE ePENoma CLEW eURFACE.WaeDiieY IATA ". PRWIOE VH6Q4MC«IrACr. �� 'I %� iXE811PFADEMFA «TEB.VEfiECIbN NU3r �.% .' aEDRaB,m TOTHE eonouARFwW WE aW1191WNrnECIKW. ADJUl1MEXT SECTION I\ r h -BAtEtECnON NOTES 1, THECOVERORGRATINGOFACATCH BASIN SHAU-NOT BEGROUTED TO FINN GRATE UNTIL THE FILA ELEVATION OFTHE PAVEMENT, GUTTER. WGH, OR SIDENALK IN WHICH IT IS TO KEPI %OED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROAT OR GMTING IN PI aGE IN ACCORDANCE WITH STANDARD SPELIFOATION 7-05.3. 2 SHIMS SHALL NOT BE USED TO SET FRMIE TO GRADE. THE WE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN MUUSTNIENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE ME OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE RUNNING BOND OR h BOND. PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 A A DEPARTMENT MARCH 2008 lr .,j; aENavr, rrR A i A W,ua w,IFrE > ,1 �% � wv�aaa�r:I�xaWA J N IPNp1P - aREWVAIEIR uTwaAnIN.AIFADaw B B J >^iwi�}/ �4 ;` �� •..•� riyN e�rr ' w`1 - WFNL�r ^Wa sumNAaDwpam4.07W.AT. ' OR maFCf RPE wo wm - - PERMVFMW CIIAILOYl OETAR N.TA. GLINaWX-APFAnWN SECTION 4A AINiv PPFin=3. a1 uawanwl XIGNE0. i Y aeaaaaair W M EIO R MDf M W N ar16. YWFDRYZL'8ra2 MLEQEAMARATEW Wt.ePAGE. AT OYBFN9, J au as PPSecnox EE PtlEENre NOTE: Mm. PIPE SZE a'O PIPE M&WRMLS ALLOWED: PJC. LINED CPE, TRIPLE WALL PCLTETHYLENE, D) (IF NEEDED FOR STRENGTH} PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN STD. PLN -226.10 A A DEPARTMENT COLLECTION SYSTEM CROSS SECTION MARCH 2006 TOP 1C NOTES I . TNS Sema le aesMnea W acmnMwx e e 20' * 24' Tales or mvere z ProWMetwohd In Meh Mdareve wWaM WMt e 5TW-11 NC s Y Nen heed raVnOaW. F menuffacbreNLomactu.tdaxn Ndp velure amag Mirterel8 . x Wwto Slate Spedfiwaal .16(2)breaBiB renalraaente. SECTION O SECTION DETAIL Q SOLT4XI M= MN DETAIL PUBLIC WORKS RECTANGULAR FRAME STD. PIAN -x'00 " A DEPARTMENT MARCH 2008 SURFACE WATER STANDARD PLAN NOTES 4 N SECTION 0 ISOMETRIC PUBLIC WORKS DEPARTMENT SOURCE:CITYOFRENTONAMENDMEWSTOTHEKINGCOSWOM, REFERENCE7-8 MYLARS BML 08/13114 OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL L THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE .ell RENTON CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE WATER UTILITY. PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY Planning/Building/Public 1%)071(5 Dept. PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF REV/SED PER CITY OF RELATION COMMENTS, DATED 06/12/2014 BML 06/27/14 PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE ,1T� F IMA dE N] RENTON PLAN REVIEW SECTION AND THEAPPLICANT OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE REVISION BY DATE APPR S`""" CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TRENCH BOTTOM THE TOP MATERIAL, AS THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE WELL N COMPAOF CTION PLACEMENT AND COMPACTION OF REQUIRED BEDDING NOF REQUIRED STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL I MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING WORKS ASSOCIATION , AS AMENDED BY THE CITY OF BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C-, WITH THE RELATION PUBLIC WORKSS DEPARTMENT. IT SHALL BE THE SOLE EXCEPTION OF PVC PIPE. RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL I6. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. I]. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER STRUCTURES ASSOCIATED WITH A PERMANENT CONSTRUC77ON (E.G. DOMESTIC WATER CONVEYANCE, SEWER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. CONVEYANCE, GAS, ELECTRICAL. ETC)THE SURFACE WATER 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY SETBACKS LINES. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, PAVEMENT LEVEL. SURFACE WATER U77LITY SECTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE 708 SITE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A WHENEVER CONSTRUCTION IS IN PROGRESS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF HOURS OF 7 A.M.TO7 P.M. MONDAY THROUGH SATURDAYAND NO ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND WORK ON SUNDAY 15 ALLOWED, UNLESS OTHERWISE APPROVED QUARRY ROCK PLACED TO A DEPTH OF ONE (I) FOOT AND MUST WITH A WRITTEN DECISION BY THE CITY OF RENTON. MEET THE FOLLOWING SPECIFICATIONS: Z IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO 4 - 8 INCH ROCK / 40 - 70% PASSING; OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE 2 - 4 INCH ROCK / 30 - 40% PASSING; AND INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW LESS THAN 27NCH ROCK/ 10 - 20% PASSING. AND APPROVAL PRIOR TO CONSTRUCTION. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED SHOWN ON THESE APPROVED PLANS SHA NOT C LL N BE CONSTRUCTED BY THE CITY PLAN REVIEWER OR SURFACE WATER SECTION. UNLESS APPROVED SET OF PLANS THAT MEET ALL ACCURATELY DIMENSIONED CERTIFIED DRAWING F LTDNA O REQUIREMENTS OF M 4 THE SURFACE WATER DESIGN THIS D TO THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CIN UPON SUBMITTED E MANUAL ARE SUBMITTED TO THE CITY OF RELATION. O COMPLETION. 9. DATUM SHALL BE NA VD 88 UNLESS OTHERWISE APPROVED BY THE 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR NOTED ON THE PLANS. INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF FOLLOWING: STORM WATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST REVIEW AND APPROVAL. ELEVATION ON THE LOT, 50 AS TO SERVICE ALL FUTURE ROOF 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO PROCTOR. RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED APPROVED ST CONVEYANCE SYSTEM OR TO AN UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS APPROVED OUTFALL LOCATION. L C OCATION. SPECIFICALLY APPROVED BY THE CITY OF RELATION AND NOTED ON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN FIVE -FOOT -HIGH, 2"X 4" STAKE MARKED "STORM" OR "DRAIN". ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, STANDARDS. AND BE SECURED TO THE STAKE. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE PASSED. DETECTION. 14. ALL RETEMION/DETENTION FACILn7ES MUST BE INSTALLED AND IN D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE Sa0aMM BEYLER CONSULT. srnF I„_20,I'�y'IWt J�/1POI 9 CITY OF 3 MYLARS BML 08/13114 WMdEM BML .ell RENTON �' 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 dAP DATUM Planning/Building/Public 1%)071(5 Dept. 1 REV/SED PER CITY OF RELATION COMMENTS, DATED 06/12/2014 BML 06/27/14 aFaEu.ML ,1T� F IMA dE N] LA0. REVISION BY DATE APPR S`""" wRaDAo- LCB 1­12"Pl, BOLT -DOOM S�LM DETAIL NOTES Provos Awa side F Mia gab Met are va8mly aeSneM W M Ma hdaa F Ba fnrre. LapeSDn of bM ldwvn slob varies alnolM 4Ma«B maabaA«s. 2. Ref«to SlaNarMSpocEmBon5LS15(2)braMti regWreIIWW. x Unlea aUNIwNe spetlfNM, vMaM SreteaalW tee uses WM sINMaM bare In Ba Basel wey.5uw«MwM«. vane4 gems dal rbt tea bamM W Wn aWNmW. UeevuNM gabealaOlalatl aNa ANGULAR STD. PLN - 20C20 VANED GRATE MARCH 2008 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 HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS EXCEPT FOR SUMP PUMP DISCHARGE LINES USED 70 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 EXIS77NG 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 OBLIGA77ON AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNC770NING 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 CONNECT70N WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALLREQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECTLOCATED WITHIN THEA UIFER PROTECTI(APA) A Q ) SHALL COMPLY WITH SPECIAL REQUIREMENT CT OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). R-314605 CITYOF RENTON APPROVED BY: : � aL� APPROVED BY: / APPROVED BY: APPROVED BY: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 NOTES & DETAILS Ct): f2 .moi')V6 C EMI- DATE- DATE:- DATE: ATEDATE:DATE: ovTO 5/6/2014 'E"'E W:NA PALL NA DRN.D C5 SF£D $ W 7 NNA4 w Q z J U 0 C ry a 0 U) W U) 0 J n m E ;a GENERAL NOTES THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/MINUS .1 FOOT. ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FROM ALL STRUCTURES, ALL STONES LARGER THAN 1.5" DIAMETER SHALL BE REMOVED FROM THE GROWING MEDIUM. TOPSOIL SHALL BE PLACED AT A MINIMUM DEPTH OF 8" IN ALL LAWN AND BED AREAS. TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS. ALL BED AREAS TO RECEIVE 2" OF FINE GROUND FIR OR HEMLOCK BARK, COMPOSITION MULCHES ARE NOT AN ACCEPTABLE ALTERNATIVE. TREES AND SHRUBS ARE TO BE PLANTED AT A DEPTH 3/4" HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE NURSERY. BARK MULCH IS NOT TO BE PLACED ABOVE THE ROOT CROWN, ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 3 a W� LAWN AREAS ARE TO BE HYDROSEEDED. REMOVE ALL STONES ¢ I I LARGER THAN 1 " FROM LAWN AREAS. SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT 7 AVAILABILITY IS A PROBLEM, CONTACT THE LANDSCAPE ryi l l I ARCHITECT FOR SOURCES OR ACCEPTABLE ALTERNATIVES. i IF THE SITE WORK IS DIFFERENT THAN SHOWN ON THE i — — LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS ARE 7TH ST / - — DISCOVERED, REQUIRING CHANGES TO THE LANDSCAPE PLAN, (50 PUB CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION. ---- A — A PORTION OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M. I i � � I THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ss MAINTAINING THE LANDSCAPE DURING INSTALLATION, UNTIL FINAL ACCEPTANCE BY THE OWNER S REPRESENTATIVE. OR upS THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL MATERIALS \ HAROLD IIODGE l AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE TIME \ 9656102HI AVE SE OF FINAL ACCEPTANCE. \�\ \ \ 656.011G DURING THE WARRANTY PERIOD, THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT DEATH CAUSED BY — — — — — — UNUSUAL CLIMATIC CONDITIONS, VANDALISM, THEFT, FIRE, OR \ \ POOR MAINTENANCE PRACTICES. THE LANDSCAPE ARCHITECT SHALL HAVE SOLE AUTHORITY TO DETERMINE THE CAUSE OF DEATH. �. PLANT COUNTS PROVIDED ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE FOR CALCULATING ALL FINAL AREA AND / COUNTS. IRRIGATION ASSESSMENT SUPPLEMENTAL HAND WATERING MAY BE NECESSARY FOR THE FIRST GROWING SEASON TO ESTABLISH PLANTINGS, BUT SHOULD NOT BE NECESSARY IN SUBSEQUENT YEARS. L � a` a r % .SSI \ 12• EX DETACHED \ ` GARAGE N 0 GRAPHIC SCALE 20 0 10 20 40 N III ( IN FEET ) ill=20' MELROSE SHORT PLAT NO. REVISION 14-A 78.03 im CIV I4. r:41" w / LOT2If N TLS TATRO 10653 .T AVE SE 322505 9125 U vll llvlI I I-Inr i N.T.S I ROCK RETAINING WALL 52914z5as 914s ACCESS UTILITYEASEMENT PROPOSED CONC TO BE RECORDED DRIVE/WALK WITH SHORT PLAT 12 PROPOSED \ \ - SEWER CLEAN M 12- !V 9R OUTAND n STUB (TYP) GRAPHIC SCALE 20 0 10 20 40 N III ( IN FEET ) ill=20' MELROSE SHORT PLAT NO. REVISION 14-A 78.03 im CIV I4. r:41" w / LOT2If N TLS TATRO 10653 .T AVE SE 322505 9125 U vll llvlI I I-Inr i N.T.S I 78.03 2 15' v 6.. C 41 (jl 71 I LOTi PROPOSED "' I I j SINGLE FAMILY I e RESIDENCE PROPOSED I I o f S Y RESIDENCE cN' I W + 9' h PROPOSEDALK - I DRIVE/WALK _ 1 �' r -E7--- L CW I . — — — — — cw X78.03 x 78.03 N89°54'33 -E 168.06 PROPOSED 9 GRAVEL J ACCESS DRIVE 10 ACCESS UTILITY EASEMENT TO BE RECORDED .� WITH SHORT PIAT -1 12 PROPOSED (.t ASPHALTDRIVE j I BY I DATE I APPR BEYLER CONSULT. wmlrAL, aw I9m „ 1 •=20' �� I9m„991 ;, } CITY OF KL .0 RENTON KIL ' axe xaI I DATUM KL "T N� I Planning/Building/Public Works Dept. IF NM qff IKN 0. wu Ittaxwxar LCR I I IQ I II w I h SN SN a 8 Q 3 40.01' 2 II La II � O II I I IW LLJo LL ZS ry ¢ a j CO 0 I I CO �. . 0 �I NI� dd�da ,T I 2 I STATE OF WASHINGTON N89 -54.33"E LICENSED 40.01 - 3,74606 LAN SCAPE A�g`CH�ITECT I I WL LOWE LICENCE NO. 1206 I I - EXPIRES ON FEB 27 2015 / CITY OF RENTON VGl tfBk)(L-Ir�.sQ 8 l APPROVED BY: DATE 9L iAPPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: art: MELROSE SHORT PLAT 6/24/14 CONSTRUCTION PLANSF1°DEO NA U14002532 ° NA I.. w LANDSCAPE PLAN I L1 NO IY� PROPOSED 0.5-4 HIGH DOVGIAS WORTn ItlG4J 23TH Sf ROCK RETAINING WALL 52914z5as 914s ACCESS UTILITYEASEMENT PROPOSED CONC TO BE RECORDED DRIVE/WALK WITH SHORT PLAT 12 PROPOSED SHARED ASPHALT L: DRIVE I I BEYLER CONSULT. wmlrAL, aw I9m „ 1 •=20' �� I9m„991 ;, } CITY OF KL .0 RENTON KIL ' axe xaI I DATUM KL "T N� I Planning/Building/Public Works Dept. IF NM qff IKN 0. wu Ittaxwxar LCR I I IQ I II w I h SN SN a 8 Q 3 40.01' 2 II La II � O II I I IW LLJo LL ZS ry ¢ a j CO 0 I I CO �. . 0 �I NI� dd�da ,T I 2 I STATE OF WASHINGTON N89 -54.33"E LICENSED 40.01 - 3,74606 LAN SCAPE A�g`CH�ITECT I I WL LOWE LICENCE NO. 1206 I I - EXPIRES ON FEB 27 2015 / CITY OF RENTON VGl tfBk)(L-Ir�.sQ 8 l APPROVED BY: DATE 9L iAPPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: art: MELROSE SHORT PLAT 6/24/14 CONSTRUCTION PLANSF1°DEO NA U14002532 ° NA I.. w LANDSCAPE PLAN I L1 NO NUMBER OF PROPOSED TREES TO BE RETAINED: 0 REQUIRED NUMBER OF REPLACEMENT INCHES: 12 INCHES PROPOSED SIZE OF REPLACEMENT TREES: 2" CALIPEF NUMBER OF REQUIRED REPLACEMENT TREES: 6 TREES NUMBER OF REPLACEMENT TREES PROVIDED: 7 TREES REPLACEMENT TREES TREES .a��monr� 1 --1_ 1 , • 1 1 '1• 1 1 1' / •1 1 1 •'/• TREE STAKING 2 SCALE NTS �l I 1 / ! l 1 I SYMBOL OTY BOTANICAL / COMMON NAME SIZE CONDITION 3 Pyrus calleryona 'Capital' / CAPITAL PEAR 2" CAL. B&B, 30' O.C. • BRANCHED 0 6' HT. 4 Malus Tschonoskii / TSCHONOSKII CRAB APPLE 2" CAL. B&B, SPACING AS SHOWN LANDSCAPE PLANTING SCHEDULE SG'EUBS SYMBOL QTY TREE RETENTION I I A PORTION OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M. 12 Comus Ben .cea 'Kelseyi' / KELSEY'S DWARF RED -OSIER DOGWOOD 2 GAL. MIN. CON. GRWN, 3' O.C. 0 15 Mahonia aquifolium / OREGON GRAPE 2 GAL. MIN. CON. GRWN, 3' O.C. TREE ASSESSMENT 6 Ribes sanguineum 'White Icicle' / WHITE ICICLE FLOWERING CURRANT 5 GAL. MIN. REMOVE UNTREATED BURLAP 4,000 SF HYDROSEED LAWN 1.5 D FROM TIP 1/3 OF ROOTBALL. LEGEND REMOVE TREATED BURLAP COTTONWOOD: CW Rootball OR WIRE BASKETS ALDER: A INSTALL 1" ABOVE Diamelx COMPLETELY. CONTAINER PLANTS -SCORE I FIR: FIR CONTAINER DEPTH I'D') ROOTBALLS INPLACES a- DEPTH. EXISTING TREE: PLACE 2" LAYER OF SPECIFIED 0 0 �- MULCH �0 TOP DRESSING _ EXISTING TREE TO BE REMOVED: OVER PLANTING BED. FERTILIZER. SEE SPECIFICATION. PROVIDE WATER SAUCER. TOTAL TREES OVER 6" DIA: 28 Q DEDUCTIONS AS A RESULT PLANTING C'MTH ff III=1 I— 1= I1 -111-1I I— FINISH GRADE OF SOIL. w PIT SPECIFIED a J— OF DANGEROUS TREES 26 MIX OF NATIVE AND .':.:_$ >':::.::::.i:?:<''A: PLANT TABS. QUANTITY z IMPORTED SOIL. -111-` '" ''-' -- —III- ACCORDING TO MANUFACTURER'S =111711 BALANCE OF TREES: 2 MOUND CENTER10.5 D ills; Ill; SPECIFICATIONS. F- OF PLANTING PIT _„_„—III_„1111; 0 THE MAJORITY OF THE ON-SITE TREES 6” IN DIAMETER AND I” CHAINLOCK TREE TIE COMPACT TO SUBGRADE a 0 GREATER ARE RED ALDER AND BLACK COTTONWOOD. THESE b (3) 2” HVC ROUND STAKES SET DENSITY. = SPECIES ARE CONSIDERED DANGER TREES DUE TO TYPICAL OUTSIDE ROOTBALL (n CROWN FAILURE AND WEAK WOOD THAT IS PRONE TO BREAKAGE (REMOVE AFTER ONE YEAR.) NOTE: INSTALL GROUNDCOVERS AS ALSO STATED IS RMC 4-4-13OH7d. DETAIL APPLIES TO TREES, SHRUBS AND GROUNDCOVER PLANTINGS. AS SPECIFIED LJ.I BACKFILL WITH EXISTING C/) SOIL. IF UNSUITABLE TREE RETENTION CALCULATIONS SOIL IS FOUND, CONTACT o BARK MULCH 2" DEPTH2D KEEP �1 SHRUB PLANTING 0 LANDSCAPE ARCHITECT. I CLEAR OF TRUNK HASE �3J SCALE NTS � OF TREES TO BE 5M. BERM/WATER BASIN ,r- 9 W RETAINED: 1 TREE FINISH GRADE NUMBER (2 X.3 .6 ROUND UP) Ld -1 1=III III 1 1-1 1-1 NUMBER OF PROPOSED TREES TO BE RETAINED: 0 REQUIRED NUMBER OF REPLACEMENT INCHES: 12 INCHES PROPOSED SIZE OF REPLACEMENT TREES: 2" CALIPEF NUMBER OF REQUIRED REPLACEMENT TREES: 6 TREES NUMBER OF REPLACEMENT TREES PROVIDED: 7 TREES REPLACEMENT TREES TREES .a��monr� 1 --1_ 1 , • 1 1 '1• 1 1 1' / •1 1 1 •'/• TREE STAKING 2 SCALE NTS �l I 1 / ! l 1 I SYMBOL OTY BOTANICAL / COMMON NAME SIZE CONDITION 3 Pyrus calleryona 'Capital' / CAPITAL PEAR 2" CAL. B&B, 30' O.C. • BRANCHED 0 6' HT. 4 Malus Tschonoskii / TSCHONOSKII CRAB APPLE 2" CAL. B&B, SPACING AS SHOWN LANDSCAPE PLANTING SCHEDULE SG'EUBS SYMBOL QTY BOTANICAL COMMON NAME I SIZE CONDITION O 12 Comus Ben .cea 'Kelseyi' / KELSEY'S DWARF RED -OSIER DOGWOOD 2 GAL. MIN. CON. GRWN, 3' O.C. 0 15 Mahonia aquifolium / OREGON GRAPE 2 GAL. MIN. CON. GRWN, 3' O.C. ® 6 Ribes sanguineum 'White Icicle' / WHITE ICICLE FLOWERING CURRANT 5 GAL. MIN. CON. GRWN, 5' O.C. GROUNDCOVER/PERENNIALS SYMBOL QTY OTANICAL / COMMON NAME SIZE CONDITION •••••• 50 Fragaria chiloensis / COASTAL STRAWBERRY 4" POTS CON. GRWN, 24" O.C. ® 65 Gaultherin shallon / SHLAL 4" POTS CON. GRWN, 24" O.C. 4,000 SF HYDROSEED LAWN E ALL PLANTS SHALL BE NATIVE AND DROUGHT -RESISTANT SPECIES. I us L EX DETACHED GARAGE T ` SEWER CLEAN DUE AND \ STUB (TYP) l li"A 78,03 W1W. I. .X11 M I2" FIV LOT 2 13: Cw W / PROPOSED v `av SINGLE FAMILY b1 RESIDENCE W ' 1 N �B PROPOSED LK - DRIVE/ WALK B 11' N89°54'33"E .m .1A0 10633100TH AVE SE 332105.9125 W 78,03 As . VjIlWII .a" ." •a' W.ryvN `r c w T3O cw PROPOSE D SINGLE FAMILY cw Y SID RESIDENCE '• t I I 'ROPOSED 9 GRAVEL ACCESS DRIVE 10 ACCESS UTILITY EASEMENT PROPOSED 0.5 - 4 HIGH _ TO BE RECORDED I ROCK RETAINING WALL \ WITH SHORT PLAT PROPOSED CONK 12 PROPOSED GRAPHICSCALE DRIVE/WALK ASPHALT ORNE 40 0 10 20 40 I' N J 1 IN FEET ) 1"z=20' REVISION 09 0: KL BY I DATE I APPR I Ate"" ice CONSULT. 168.06 FRONT YARD TREES 0864!10 A IR6i]IO6MT/AVEVE SE L20 ACCESS 3333059t<0 1 1IIIL UTILITY EASEMENT TO BE RECORDED I WITH SHORT PLAT 12 PROPOSED ¢ III SHARED ASPHALT DRIVE 'l I)� r� I MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 LANDSCAPE PLAN INSTALL FERTILIZERS PER MANUFACTURERS RECOMMENDATIONS TOP DRESSING FERTILIZER AS SPECIFIED TYPICAL FINISHED GRADE W/ 2- LAYER SPECIFIED MULCH. VERIFY SAUCER SCORE ROOTBALL PLANTING FERTILIZER 3 PLACES TO 1/2- DEPTH AROUND ROOTBALL INSTALL 1" ABOVE BACKFILL W/ CONTAINER DEPTH APPROVED TOPSOIL 31 GROUNDCOVER PLANTING SCALE- NIS.S.YS r O 2948p qLu STREET Ln igeM1 4 FRONTAGE . SCAPE ',« •G�BUFFER u Oqo O V 1/2 SPACING DISTANCE EWAL PLAN MEW OF SPACING PLANTING BED NTH 2• MULCH OL =o I � c� Z z _ U 0 W 0 I R=374607 STATE OF WASHINGTON LICENSED LAN SCAPE AECT YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 2015 CITY /\OF/� IRUE,NTON APPROVED BYDATE: �8 I APPROVED BY: DATE: APPROVED APPROVED wm� H,w �eee 1"=20' IpPoIOMAL XID 18&)/1991 ;, ,} CITY OF RENTON A*'uLL BLVf Planning/Building/Public Works Dept. r NOT ME u wiE •croNdxcEr (2. -37 ` � DATE: DATE: a,E 6/24/14 EF{D97dI:NA ° 6O NA L2 s»EET: 7 .:7 Cts . w Q Z U LiJ 3 0 CL rn C v► c C c W rn c .L as c W L0 i a V) c 4) cr W a' s 0 O v c a� N O it 0) N M i O O O I M i U) ,-0 U CL •o w a Z W J La. 1 �U) V ) 1 CL CL a_ Q J F- 0 2 Cn W Cn 0J W 2 iWAFK�MATE= ="—k7iII ■VJ i fi f PROPOSED SSMH 1261-1 TYPE I-48 '42 Ij (SEE APPROVED SOOS , CREEK SEWER PLANS) ----------- .-...... _. - -- -- - - - -- ' L] c' SE 187TH ST -'� \ (50' PUBLIC ROW) ,- - - - --------------------- -__---- ------ ------ ----- ....... GAS, GAS - -- GAS � GAS -- 6AS f GJAS r --------------- - -1 - PROPOSED SSMH 1261-3 TYPE I-48 (SEE APPROVED SOOS CREEK SEWER PLANS) SURFACE AREA CALCULATIONS DESIGNED SPEED: ONSITE AREAS SETBACK DISTANCE: 20' ACCESS & UTILITY EASEMENT 1,561 SF 10' SEWER EASEMENT 780 SF 12' ROW DEDICATION 11266 SF REMAINING LOT AREA 141123 SF TOTAL 17,730 SF (0.41 AC) ONSITE IMPROVEMENTS DRAWN: JAP LOT 1 BML HOUSE 11882 SF CONC DRIVE/WALK 495 SF (PGIS) SHARED ASPHALT DRIVE 936 SF (PGIS) LOT 1 TOTAL 3,313 SF (0.076 AC) LOT 2 GRAVEL HOUSE 11929 SF CONC DRIVE/WALK 472 SF (PGIS) ASPHALT DRIVE 765 SF (PGIS) LOT 2 TOTAL 31166 SF (0.073 AC) OVERALL TOTAL IMPERVIOUS 61479 SF (0.149 AC) OVERALL TOTAL PGIS 21 668 SF (0.061 AC) MELROSE SHORT PLAT CONSTRUCTION PLANS STANDARD PER WSDOT DESIGN MANUAL SEC. 1310.06 DESIGNED SPEED: 40 MPH SETBACK DISTANCE: 18 FEET EYE HEIGHT: 3.5 FEET RIGHT TIME GAP 6.5s LEFT TIME GAP (1 LANE): 7.5+0.5+0.5=8.5s RIGHT SIGHT: 1.47(40)(6.5) =382' LEFT SIGHT: 1.47(40)(8.5)=500' PROPOSED SSMH 1261-2 TYPE I-48 (SEE APPROVED SODS �ncr-ri r-ClAlrn no Anrr-% 1 t '`- 10' SEWER EASEMENT. TO BE RECORDED BY SODS CREEK UTILITY DISTRICT I i ( PROPOSED SSMH 1261-4 TYPE I-48_ (SEE APPROVED SOOS CREEK SEWER PLANS) THE MELROSE SHORT PLAT, FILE NO LUA14-000164; SHPL-A, IS APPROVED WITH CONDITIONS AND SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL PAY THE FEE IN LIEU FOR STREET FRONTAGE IMPROVMENTS PRIOR TO RECORDING. 2. A REVISED FINAL LANDSCAPE PLAN SHALL BE PROVIDED PRIOR TO SHORT PLAT RECORDING TO TBE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. RED MAPLES WOULD NOT BE ALLOWED AND 'TSCHONSKII' CRABAPPLE WOULD BE THE TYPE OF CRAB APPLE TO USE GIVEN THE OVERHEAD ELECTRIC WIRES AND COMMENTS FROM COMMUNITY SERVICES REVIEW. 3. REQUIRED 10 FEET OF LANDSCAPING ALONG THE 108TH AVE SE RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO SHORT PLAT RECORDING BY THE APPLICANT. PARCEL #322305-9202 OWNER / CLIENT. JOSSIF ROZENBLAT 5415 NE 2ND CT. RENTON, WA 98059 LANDSCAPE ARCHITECT: ORIGIN DESIGN GROUP TEL: 425-346-1905 EMAIL: ORIGND aC�. GMAIL. COM 1v \ \ 3 10' UTILITY EASEMENT FOR SOOS CREEK SEWER & WATER DISTRICT TO BE RECORDED WITH SHORT PLAT 12' PROPOSED -J ASPHALT DRIVE j (765 SF) f• 3 MYLARS 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/1212014 NO. REVISION 111 ENGINEER / SURVEYOR: BEYLER CONSULTING 10314 100TH ST SW LAKEWOOD, WA 98498 TEL: 253-301-4157 CONTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 7602 Bridgeport Way W beylerconsulting.com Lakewood, WA 98498 SHEET C1 COVER/SITE PLAN BOUNDARY SHEET C2 TEMPORARY EROSION AND SEDIMENT SURVEYED: BEYLER CONSULT. CONTROL PLAN CENTER LINE SHEET C3 TEMPORARY EROSION AND SEDIMENT ---- CONTROL NOTES & DETAILS BML SHEET C4 GRADING, DRAINAGE, & PAVING PLAN EXISTING MINOR CONTOUR SHEET C5 NOTES & DETAILS 06122/14 SHEET L 1 LANDSCAPE PLAN DRAWN: JAP SHEET L2 TREE RETENTION PLAN BML 20 10 0 20 40 i SCALE: 1" = 20' SE 186TH STREET N89 °38'54 "E 346.00' . --------------------------------- (BASIS OF BEA_R...INGS - PLAT OF VISTA HILLS 67/99) li 00 1R i EX 5'CONC SIDEWALK EX ROCKER',' � � ; � ; € � W { E i I A VEX E GNTou'R (TYPE --Y j� i r O I ' 1 I , 382' RIGHT TURN SITE i DISTANCE TRIANGE SEE SITE DISTANCE _ TABLE ON THIS SHEET; 491 490 Ir -4 ,,,1,168.06'gN ° I /I �, I I AVILA N89 54 33 E 40.01 E u, 78.03 zX s / i w p rt _ 49.481— CW I / 'v1/ 12 12' RIGHT OF WAY, I I Ln si i C) X ; DEDICATION jvv I LIJ 0 1 LOQ' I v� I (5,232 SF 1 I t: {{ W i I W M I PROPOSED; I : I ^' 20 SINGLE FAMILY t N I RESIDENCE I �^� N i= i ;. �'M ^i I (1,573 SF) I ^+ ( �� N jI 1 Z I 5x9' I iS' Z 00 O E 490 :;r. ,. °iX IL' 1,4,E _�' _'� / } �'" CP 488 0 } c ,v 18' IOP 0 ;�_ '''� c*,I j ` r ' I . N" iii; .fry-r�Z.tt3 s "S{rvi c.PRI�1/ 12 CONC. 1E 48.1 32 ,.-- `.. ,---78.031X i' E _A._ - ------------ - ---- 168.06' N89°54'33"E i 40.01 ' r 9? PROPOSED STORM ' DRAIN CATCH BASIN 500' LEFT TURN SITE ` R�� �PR�w4TE� � ; 1 DISTANCE TRIANGE W H 1261-5 I� SEE SITE DISTANCE TABLE i TYPE I-48 ' ON THIS SHEET I 'ED SOOS i 20' ACCESS & I €;'; i I =R PLANS) UTILITY EASEMENT TO BE RECORDED PROPOSED CONC >�, ; :,; : WITH SHORT PLAT DRIVE/WALK (495 SF) 12' PROPOSED SHARED ASPHALT DRIVE ,� ONSITE 936 SF ..� i II y £ (OFFSITE 27 SF) PLEASE SEE THE LANDSCAPE PLAN PREPARED BY ORIGIN DESIGN GROUP FOR TREE REMOVAL AND REPLACEMENT PLAN AND DETAILS. BOUNDARY - - SURVEYED: BEYLER CONSULT. SCALE: 1 "=20 CENTER LINE — ---- DESIGNED: BML BML 08/13/14 EXISTING MINOR CONTOUR BML 06122/14 ---202-- DRAWN: JAP ONE M+cH AT FULL SCALE IF NOT ONE INCH SCALE A`CORDINGA.Y BML 06/27/14 CLEARING LIMITS CHECKED: BML BY DATE AP P R _ APS: LCB PLEASE SEE THE LANDSCAPE PLAN PREPARED BY ORIGIN DESIGN GROUP FOR TREE REMOVAL AND REPLACEMENT PLAN AND DETAILS. BASIS OF BEARINGS PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS NORTH 8903854" EAST. VERTICAL DATUM NA VD 88. THE ELEVATION OF THE BRASS DISK SET AS KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE SOUTHEAST IS 486.860 THE NORTH 105.5 FEET OF THE SOUTH 122 FEET OF THE EAST 208 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD. PARCEL NUMBER: BOUNDARY - - RIGHT OF WAY - - CENTER LINE ----- - - — EASEMENT - - - -- 200 ---- ---- EXISTING MAJOR CONTOUR - 202--- -- EXISTING MINOR CONTOUR ----200-- PROPOSED MAJOR CONTOUR ---202-- PROPOSED MINOR CONTOUR INTERIOR: SILT FENCE INTERIOR ALONG CLEARING LIMITS EASEMENTS: ORANGE CONSTRUCTION FENCING NEW ASPHALT CONCRETE GRAVEL EXISTING TREE TO BE REMOVED r. %`•� ;<`` EXISTING TREE BASIS OF BEARINGS PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS NORTH 8903854" EAST. VERTICAL DATUM NA VD 88. THE ELEVATION OF THE BRASS DISK SET AS KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE SOUTHEAST IS 486.860 THE NORTH 105.5 FEET OF THE SOUTH 122 FEET OF THE EAST 208 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD. PARCEL NUMBER: 322305-9202 SITE ADDRESS: 18600 BLOCK OF 108TH AVE SE RENTON, WA 98055 SITE AREA: 17,730 SF (0.41 AC) (SURVEYED) ZONING: R8 SETBACKS: FRONT: 15' BACK: 20' INTERIOR: 5' INTERIOR ALONG EASEMENTS: 15' CITY OF RENTON if "'e APPROVED BY: ,t v ~-�` DATE: APPROVED BY: APPROVED BY: APPROVED BY: " "D IOFMELROSE SHORT PLAT HORIZONTAL NAD ,�,,�, CITY hiLCONSTRUCTION PLANS RENTON _ DATUM U14002532 Planning/Building/Public Works Dept. COVER SHEET/SITE PLAN DATE: DATE: DATE: DATE: 5/6/2014 FIE`.DSOOK: NA PAGE: NA DRAWING NO: c 1 SHEET: 1 OF: 7 F_ U) U) LLJ z Q J U C, w O ce0 17 U) L!J U) 0 .J w ► � _ J C 0 0 cp C c w / C lu 01 C w / CL V) C C a� w U) a� a' L 0 v w N O rn I M O O O I M U as a a w J U- 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATION SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 75 TO 100 POUNDS PER 1000 SQUARE FEET, OR 90 TO 120 BALES (1.5 TO 2.5 TONS) PER ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY NOVEMBER 1. i W 0 CATCH BASIN INSERT TO BE INSTALLED ONti ALL STORM DRAIN INLETS DOWN SLOPE AND WITHIN 500' OF PROJECT AREA. j I ' 4 j PER CITY OF RENTON STD. PLAN 216.20 (SEE SHEET C3.0) _•_- i j ---------------co- f it 1 1 / , SE 187TH ST (50' PUBLIC ROW) _. ......................... --• - i t F ' -'' f �� lip _ ------- ------- 01-1 GAS ------------ CAS --•-------- uAS ------- GAS GAS �----f--- a GAS__----_ V� ..__.�=-""^� _ ` �, `'''�� ,`` � �_...... �;i9_..)3 .FEi�.? ..._.� ....... ___. .._.-.. �; � / ,_•� J \ �� •.�.. alb � \ r' SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAYBE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. 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 SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 20 10 0 20 40 SCALE- 1" = 20' PROVIDE SILT FENCE AS NECESSARY ON DOWNHILL SIDE OF SLOPES TO PREVENT SILT LADEN RUNOFF TO ENTER ADJACENT PROPERTY. PER CITY OF RENTON STD. PLAN 214.00E� �,OIN7OUR (SEE SHEET C3.0) (� y� % r ORANGE CONSTRUCTION : PROJECT LIMITS (TYP) o - PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT OF SOIL SHALL BE IMPLEMENTED WHEN A TRAFFIC HAZARD MAY BE CREATED OR WHEN THERE IS THE POTENTIAL FOR SEDIMENT TO BE TRANSPORTED BY WIND. WATER IS THE MOST COMMON DUST CONTROL USED IN THE AREA. WHEN USING WATER FOR DUST CONTROL, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRAYING. EXPOSED AREAS SHALL BE RE -SPRAYED AS NEEDED. OIL SHALL NOT BE USED FOR DUST CONTROL. LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION PER RMC SECTION4-4-030. C.2. CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE PERMITTED ON SUNDAYS. A PROJECT f , f � `\ LIMITS WITHIN 30 DAYS OF COMPLETION OF GRADING WORK, THE APPLICANT SHALL HYDROSEED OR PLANT AN APPROPRIATE GROUND COVER OVER ANY PORTION OF THE SITE THAT IS GRADED OR CLEARED OF VEGETATION AND WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN 90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE CURRENT KING COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER 1 ST AND MARCH 31 ST OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S APPROVAL THIS WORK IS REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL OF THE PERMIT. THE CONTRACTOR MAY NOT FILL, EXCAVATE, STACK, OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES, OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH INANY WAY WITHIN THE AREA DEFINED BY THE FRIP LINE OF ANY TREE TO BE RETAINED. THE CONTRACTOR SHALL ERECT AND MAINTAIN A 6 -FOOT HIGH CHAIN LINK, TEMPORARY CONSTRUCTION AROUND THE DRIP LINES OF ALL TREES TO BE RETAINED, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY 50 FEET WITH THE WORDS, "NO TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING, IF LESS THAN 50 FEET. SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4 SIDES. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. Ex 5' CONC SIDEWALK EX R OCK ER Y a / G k 33 Q INSTALL STABILIZED j CONSTRUCTION ENTRANCE PER , CITY OF RENTON STD. PLAN 215.10 j (SEE SHEET C3.0) t 1 i 3 MYLARS 2 REVISED PER CITY OF RENTON COMMENTS, DATED 0611612014 1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/1212014 NO. REVISION J o ' Z of i ti ; rA ?emi( E i 14 9.48' _ ? ff j T� i U0 1 uw ; A111 1�11 1 3c � i1i I I CATCH BASIN INSERT TO BE INSTALLED ON € ALL STORM DRAIN INLETS DOWN SLOPE AND WITHIN 500' OF PROJECT AREA (TYP). i PER CITY OF RENTON STD. PLAN 216.20 (SEE SHEET C3.0) VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM JL CITY OE mu RENTON Planning/Building/Public Works Dept. 1 y N COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4 INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A FINISHED UNCOMPACTED DEPTH OF 12 INCHES. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES SHALL BE MET USING COMPOST THAT MEETS THE DEFINITION FOR "COMPOSTED MATERIALS" IN WAC 173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1 RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL DEMONSTRATE THE FOLLOWING: 1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 5% ORGANIC MATTER AND A PH FROM 6.0 TO 8.0 OR 'MATCHING PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. 2) USE COMPOST AND OTHER MATERIALS SHALL MEET WAC 173-350-100 SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FORM COMPACTION DURING CONSTRUCTION OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDED. OPTION 3: STOCKPILE EXISTING TOP DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT ' PRE -APPROVED RATE OR AT A CUSTOM CALCULATED RATE. OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET REQUIREMENTS. SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE WESTERN WASHINGTON STORMWATER MANUAL FOR FURTHER DIRECTION. R-314609 CITY OF RENTON APPROVED BY: a �.� _ DATE: t APPROVED BY: APPROVED BY: APPROVED BY: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC PLAN DATE: DATE: DATE: DATE: 5/6/2014 FIELDBOOK: NA PAGE: NA DRAWING NO: C2 SHEET: OF: 7 MEREMEELM: I li rr CD m m n 01)Q y 4 Z z 3 T m a cp cn 0 C e M -4 4 z SURVEYED: BEYLER CONSULT. SCALE: 1 'o=20' DESIGNED: BML BML 08/13/14 BML 06/22114 DRAWN. JAP ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BML 06127/14 CHECKED: BML BY DATE AP P R APPROVED: LCB J o ' Z of i ti ; rA ?emi( E i 14 9.48' _ ? ff j T� i U0 1 uw ; A111 1�11 1 3c � i1i I I CATCH BASIN INSERT TO BE INSTALLED ON € ALL STORM DRAIN INLETS DOWN SLOPE AND WITHIN 500' OF PROJECT AREA (TYP). i PER CITY OF RENTON STD. PLAN 216.20 (SEE SHEET C3.0) VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM JL CITY OE mu RENTON Planning/Building/Public Works Dept. 1 y N COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4 INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A FINISHED UNCOMPACTED DEPTH OF 12 INCHES. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES SHALL BE MET USING COMPOST THAT MEETS THE DEFINITION FOR "COMPOSTED MATERIALS" IN WAC 173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1 RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL DEMONSTRATE THE FOLLOWING: 1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 5% ORGANIC MATTER AND A PH FROM 6.0 TO 8.0 OR 'MATCHING PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. 2) USE COMPOST AND OTHER MATERIALS SHALL MEET WAC 173-350-100 SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FORM COMPACTION DURING CONSTRUCTION OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDED. OPTION 3: STOCKPILE EXISTING TOP DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT ' PRE -APPROVED RATE OR AT A CUSTOM CALCULATED RATE. OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET REQUIREMENTS. SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE WESTERN WASHINGTON STORMWATER MANUAL FOR FURTHER DIRECTION. R-314609 CITY OF RENTON APPROVED BY: a �.� _ DATE: t APPROVED BY: APPROVED BY: APPROVED BY: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC PLAN DATE: DATE: DATE: DATE: 5/6/2014 FIELDBOOK: NA PAGE: NA DRAWING NO: C2 SHEET: OF: 7 MEREMEELM: I li rr CD m m n 01)Q y 4 Z z 3 T m a cp cn 0 C e M -4 4 z LLJ z I- LLJ 3 c �3 v 0 c c c W rn c e c W a V) C 0 c W Q 0000 O v .o c N 0 I M i O O O 41 I M i rn e a i Q z W J Li Q J 0 2 (n W 0 J W 2 SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRA WING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAYBE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E. G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 6' MAX. Ll POST SPACING MAY BE INCREASED TO 8' IF'WIRE BACKING IS USED 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD -------------- STRENGTH FABRIC USED - T - I ! FILTER FABRIC -� � i 2 I ,N !---- :1-i 1 I,- ! --- MINIMUM - MINIMUM 4"x4" TRENCH _I BACKFILL TRENCH WITH NATIVE SOIL ' 2"x4" WOOD POSTS. STEEL FENCE X/ POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15MM) FOR SILT FILM 50.100 SIEVE SIZE 0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491) 0.02 SECA-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4637.)130 % MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355)170 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. 1`VY-.O �'' �' PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 ' DEPARTMENT ------------------------------------- --- -- --- - - --- --- ----- 'T? MARCH 2008 3 MYLARS 2 REVISED PER CITY OF RENTON COMMENTS, DATED 0611612014 1 REVISED PER CITY OF RENTON COMMENTS, DATED 0611212014 NO. REVISION m 0 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4--8" QUARRY SPALLS J GEOTEXTILE-------------------- DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -VV PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE. TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 12" MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH(ASTM D3786 -BOA) 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. STD. PLAN - 215.10 �' `�' PUBLIC WORKS STABILIZED --------------------------------------------------------------------- ` DEPARTMENT , CONSTRUCTION ENTRANCE v MARCH 2008 STANDARD STRENGTH GRATE FILTER FABRIC C ---------- CATCH - ----CATCH BASIN NOT" 1. CONDIITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANTS DISCRETION TO PROTECT DRAINAGE SYSTEM, 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. G PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN -216.20 DEPARTMENT MARCH 2008 VARIES - SEE CONTRACT PLANS BROOMED SEE NOTE 1 -�, VARIES ••- SEI: CONTRACT PLANS FINISH ITYP.) _1 �- FINISH ) Y i 318" EXPANSION JOINT (TYP) - �. BROUMIED DRIVEWAY CEMENT CONC- PEDESTRIAN CURB (TYP-) (TYP- 1 ! _ SEE STANDARD PLAN E-31111 SEE NOTE 1 - j _ ENTRANGE j1NNEh SPECIFIED Ni CONTRACT) i SEE STANDARD PIAN "&12 S�IYDEWALK s l r CEMENT CONC. SIDEWALK CEMENT CONCRETE 3" R. I y 1 SIDEWALKIly P) CTYP N F-80.19 ti'• ~` I ` . '�'\ % MATCH SIDEWALKVTH , • _�a• ,V MD SEE CONTRACT PLANS XzAa+ 4' - 0 MIN } '� ,. �,� , � . 1 ` .•.�;. CEMENT CONCRETE CURB J' DRIVEWAY �, . 0„ 2, - $, PLAN VIEW (i> CEMENT CONCRETE J d GUTTER (SEE NOTE 3) TAPER (TYR) C �.,_ DRIVEWAY OFE' �Y ENTRANCE CURB & GUTTER NOTES (TYP.I (TYP ) TYPE 1 (SEE NOTA X VVfwn the driveway width exoepds 15 feet, construct a roll depth PLAN VIEW 15' MAX, SEE N07E 6 VARIES -SEE expansion joint with Mr' joinit filler Mong the driveway owitarlins. TYPE 2 GRADE _ CONTRACT PLANS Sae Standard Plan FV. 10. Construct expansion pints BREAK ti I GRADE BREAK parallel with rile canUmline w required at 16 fleet maximum c ROADWAY LIP TTERRETWEEN uEE CONTRACT PLgN;, SEE CONTRACT PLANS - ROPDWAY BUTTER 8 CURB, N07 STEEPER THAN I� When d rVeS� Wd16 exceed 30 feet MAX.. fo ROAD GRADE 8.3% MAX. W DR SEE CONTRACT ?CANS 2. See Standard Plan F-39.10 roll sidewalk details. 1P" R. (TYP.) - ' 1' -PRESSE URB j GUTTER IEEE NOTE 3) ` .. � aloes rxAx PEDESTRIAN RAMP 3. Curb and gutter shown; see the Contract Plans for the I;_..----.----- -...._-- _. I PEDESTRIAN RAMP •..• . .. , . % I. I curb design >9pec�lied. See at■naerd Plan F-14:12 I IL cFtAmr rnNCRETE GRADE J! �.3111" EXPANSION JOINT (TYR.) Mr Curb Details_ URNEWAY J SIDEWALK (TYR,) BREAK SECTION - SEE STANDARD PLAN F-3/.19 i .�" (SEE NOTE Tj SIDEWALK %.- DRIVEWAY RAMP 4 Avoid placing drainage structtres, junction boxes (SEE 318" EXPANSION JOINT (TYP.) , 1J2" MAX: LIQ BETWEEN or other obstrudials in frUrt of driveway entrances. SEE STANDARD PLAN F-90.10 SECTION C SEE CONTRACT SEE CONTRACT 1T ROADWAY GUTTER &CURB, 5 1HIFIem "GRADE BREAK' is Called out the enure length of the 1!2" RPLANS PLANS DEPRESSED CURB re OR SEE coCF°lAA�S ibetween the two adjacent surface planes shall be flush_ . �� UR (Ty?-) ;r S GUTTER 13 The curb ramp maximum running slope shall not require the SEE CONTRACT PLANS ' (SEE NOTE 3) r th to exceed 15 feet to avoid chasm the sl LEGEND .... ...... -� - --- ----.. . • T •� -� SLOPE IN EITHER DIRECTION AAAX `� rllielX when obnnectiin9 � steep grads 4M1en`2 applying the 15 fora inex. length, the running slope � L' DRIVE4YAY KAMP of the curb ramp shall be as flat as fsasal*e ,�ti oY adsyt ;-- V.8" EXPANSION JOINT (TYP) DRIVEWAY- SEE STAIMARD PLAN F-30.16 7. Pay item does not include driveway (SEE NOTE 7) See Contract Plans. SECTION "CEMENT CONCRETE DRIVEWAY"CEMENT CONCRETE DRIVEWAY 1032nso ,�, 9 4 A. O ENT1 RANC E TYPE " PAY LIMITS f ly / ENTRANCE TYPE r' PAT LIMITS ' �9./a� f g T1d a VF DRIVEWAY _ _ DRIVEWAY (SEE NOTE 7) (SEE NOTE 7) CEMENT CONCRETE f DRIVEWAY ENTRANCE ,� 1 -' CL 4000 CONCRETE -, ; : - .!%- t%� TYPES 9s 213 & 4 CL. 4000 CONCRETE :.: ��..r PER STANDIARD SPEC. 9-06.3 PER STANDARD SpP�..&08.3 ' STANDARD PLAN F-60.90-02 f - ISi:111IETRlC VIEW TYPE I PAY LINUTS V8?Ir. AL: NAVD 1988 HORIZONTAL• NAD 1963/1991 DATUM 'A - 13tXYETRIC VIEW TYPE 2 - PAY UMTS 4 0, CITY OF RENTON Planning/Building/Public Works Dept. SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Sako0ch Ul 03-15.12 aTAMDESIGN FAnINeiw DATE Adw iWaWnwsn SNI* 06PNI" wws of 7mm p. it Id - R-3146 I 0 CITY OF RENTON APPROVED BY: -, ``-' DATE: ', 0.41 APPROVED BY: APPROVED BY: APPROVED BY: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC NOTES AND DETAILS DATE: DATE: DATE: DATE: 5/6/2014 rd1D9oOK: NA PAGE: NA DROAM NO: C3 SHEET: OF: 7 SU CONSULT. SCALEBEYLER , 1 to - 0 DESIGNED: BML BML 08113114 BML 06122114 DRAWN. JAP ONE MICH AT FULL SCALE IF NOT ONE PCH SCALE ACCORDINGLY BML 06127114 CHECKED: BML BY DATE AP P R A "wm: LCB V8?Ir. AL: NAVD 1988 HORIZONTAL• NAD 1963/1991 DATUM 'A - 13tXYETRIC VIEW TYPE 2 - PAY UMTS 4 0, CITY OF RENTON Planning/Building/Public Works Dept. SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Sako0ch Ul 03-15.12 aTAMDESIGN FAnINeiw DATE Adw iWaWnwsn SNI* 06PNI" wws of 7mm p. it Id - R-3146 I 0 CITY OF RENTON APPROVED BY: -, ``-' DATE: ', 0.41 APPROVED BY: APPROVED BY: APPROVED BY: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC NOTES AND DETAILS DATE: DATE: DATE: DATE: 5/6/2014 rd1D9oOK: NA PAGE: NA DROAM NO: C3 SHEET: OF: 7 LLJ Z F- U 3 0-1 CL c v 0 v+ c a� a� c c w rn c c w a V) c 0 c a� w In a� a s 00 O v c O N O x rn I i O O O 1 M U as (L Q Z w J Q J 0 2 Cn W 0 J W EX DETACHED GARAGE V 3" HMA CL 1/2" - (PG 64-22) 2 1/2" CSTC F s +05 us 10 F j Ff ' SEWER STUB (TYP) f i t •yi 10' UTILITY EASEMENT FOR SODS CREEK SEWER & WATER DISTRICT TO BE RECORDED WITH SHORT PLAT Ill- 5" CSBC PROPOSED 6" ROOF COLLECTOR PIPE COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUM DENSITY STANDARD PROCTOR. 12' PROPOSED ASPHALT DRIVE LOT 1 SECTION VIEW SCALE: N. T. S. 491 1:��3 garI f A VI;;� ROW PL ROW CL -521 5' SIDEWALK VL I./1 l.PY 11VIY I 2.7' 14.6' SEE PLAN 9.0% SEE DETAIL 1 FOR -' DEPRESSED R� DRIVEWAY SECTION CURB & GUTTER NEW TYPE 1 CONCRETE DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-80.10-02 2 PUBLIC ACCESS PROFILE C4 SCALE: 1 "=20' i" (.-.'ON 1-C%UR (TYP7 3 MYLARS 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 1 REVISED PER CITY OF RENTON COMMENTS, DATED 0611212014 NO. REVISION EX .5' CONC:' SIDEWALK SURVEYED: SCALE: BEYLER CONSULT. 1 "=20' DESIGNED: BML 08/13/14 BML BML 06/22/14 DRAWN. JAP ONE RICH BML 06/27/14 CHECKED: BML AT FULL SCALE IF NOT ONE INCH BY DATE AP P R A"ROVE : SCALE ACCOMINGIY LCB AS-ROIL)awwwwo 7:. /� 57 . i J LOT BMP % f !i �-a"• 'i 105.5' LOT 1 z Z 2 REDUCED FOOTPRINT 823 SF LIMIT IMPERVIOUS AREA TO 3,177 SF Imo- I W I ti aI 20' ACCESS & ? � I n. o a UTILITY EASEMENT w TIE INTO EXISTING a 1' - 6' 12' SHARED I U*) GRADE (TYP) 1 SHOULDER ACCESS DRIVE W I Z S � PROPOSED r EX GRADE PROPOSED o W CONC. DRIVE SINGLE FAMILY z RESIDENCE I F. F. - 490.0' I VARIES% %\% '�%��`%r';• VARIES-.� VIES �\/ V 3" HMA CL 1/2" - (PG 64-22) 2 1/2" CSTC F s +05 us 10 F j Ff ' SEWER STUB (TYP) f i t •yi 10' UTILITY EASEMENT FOR SODS CREEK SEWER & WATER DISTRICT TO BE RECORDED WITH SHORT PLAT Ill- 5" CSBC PROPOSED 6" ROOF COLLECTOR PIPE COMPACT SUBGRADE TO ACHIEVE 95% OF MAXIMUM DENSITY STANDARD PROCTOR. 12' PROPOSED ASPHALT DRIVE LOT 1 SECTION VIEW SCALE: N. T. S. 491 1:��3 garI f A VI;;� ROW PL ROW CL -521 5' SIDEWALK VL I./1 l.PY 11VIY I 2.7' 14.6' SEE PLAN 9.0% SEE DETAIL 1 FOR -' DEPRESSED R� DRIVEWAY SECTION CURB & GUTTER NEW TYPE 1 CONCRETE DRIVEWAY ENTRANCE PER WSDOT STD PLAN F-80.10-02 2 PUBLIC ACCESS PROFILE C4 SCALE: 1 "=20' i" (.-.'ON 1-C%UR (TYP7 3 MYLARS 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 1 REVISED PER CITY OF RENTON COMMENTS, DATED 0611212014 NO. REVISION EX .5' CONC:' SIDEWALK SURVEYED: SCALE: BEYLER CONSULT. 1 "=20' DESIGNED: BML 08/13/14 BML BML 06/22/14 DRAWN. JAP ONE RICH BML 06/27/14 CHECKED: BML AT FULL SCALE IF NOT ONE INCH BY DATE AP P R A"ROVE : SCALE ACCOMINGIY LCB AS-ROIL)awwwwo 7:. /� 57 . i J LOT BMP % f !i �-a"• 'i 1 REDUCED FOOTPRINT SHEET FLOW DISPERSION � a� i LIMIT IMPERVIOUS AREA TO 3,325 SF SHEET FLOW THROUGH GRAVEL FOR PORTION OF DRIVEWAY I� 1 N89054'33"E 40.01' i xx EX TOE 483.00 ? ,t 1 10 5 0 10 20 m- -, SCALE: 1" = 10' STORMWATER BMP LOT BMP AREA NOTES 1 REDUCED FOOTPRINT SHEET FLOW DISPERSION 675 SF 150 SF LIMIT IMPERVIOUS AREA TO 3,325 SF SHEET FLOW THROUGH GRAVEL FOR PORTION OF DRIVEWAY 2 REDUCED FOOTPRINT 823 SF LIMIT IMPERVIOUS AREA TO 3,177 SF 12' RIGHT OF WAY DEDICATION i i - EX TOP 489.00 e3 NEW TOP 488.09' 1 1 EX TOE 483.5 � E U4 1 I l`w�( i ? i Lill U f ,.I REMOVE TOP ROCKS OF i W , m i 1: RETAINING WALL TO ELEVATION SHOWN ON THE PLANS TO INCREASE SITE I a ?00 i ? DISTANCE VISIBILITY ^� �- EX TOP 489.20 I I NEW TOP 4809.$9 �. EX TOE 484.75 ? j E -V CB TOP 484-30 ' ADS .IE 4 y 1.68 (_`AL1% , !F c . Bid* 8; j LOII11 w� IL / I / z„ CONC. If, NIew ��'. t-�GP� C.a.�„► 12 LCPE IE 484-.3� (W) S 1 i d _.__. s verea IAWTX'.0J ..._. f • i TBC 484.8 ( I 484.9 ? TBC 484.5 484.6 NEW TYPE 1 CONCRETE _._ DRIVEWAY ENTRANCE PER WSDOT STD PLAN ? f F-80.10-02. SEE SHEET C3.0 I f TBC 484.9 485.0 ? j �-- - I ► N89 °54'33 "E 40.01 ' i E TBC 485.4 j 485.5 ? i I� EE I ' TWO (2) NEW WATER SERVICES ? CONTRACTOR TO COORDINATE WITH ? SOOS CREEK UTILITY DISTRICT ? ; I � REMOVE/CUT BACK HEIGHT OF VEGETATION J: ` WITHIN SITE DISTANCE TRIANGLE SO VEGETATION f ! IS NO HIGHER THAN 3 FEET ABOVE ADJACENT ROAD GRADE. OBTAIN APPROVAL FROM RENTON I ;•i � I U 3 �AND PROPERTY OWNERS AS NECESSARY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. b PAVEMENT RESTORATION SHALL BE AS PER THE CITY OF RENTON STREET OVERLAY AND STANDARD TRENCH RESTORATION FOR WORK ON BOTH SE 187TH STAND ANY WORK IMPACTING 108TH AVE SE SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-8 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. ALL FOOTING WALLS SHALL BE PROVIDED WITH A DRAIN AT THE BASE OF THE FOOTING ELEVATION. DRAINS SHOULD CONSIST OF RIGID PVC PIPE SURROUNDED BY WASHED PEA GRAVEL. THE LEVEL OF THE PERFORATIONS IN THE PIPE SHOULD BE SET AT OR SLIGHTLY BELOW THE BOTTOM OF THE FOOTING AND THE DRAINS SHOULD BE CONSTRUCTED WITH SUFFICIENT GRADIENT TO ALLOW GRAVITY DISCHARGE AWAY FROM THE BUILDING. BASIS OF BEARINGS PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS NORTH 89038'54" EAST. -------------------------------------- -------------------------------------- VERTICAL DATUM NA VD 88. THE ELEVATION OF THE BRASS DISK SET AS KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE SOUTHEAST IS 486.860 CITY OF RENTON APPROVED BY: DATE: B' •�!9 APPROVED BY: APPROVED BY: APPROVED BY: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 GRADING, DRAINAGE, & PAVING PLAN UA DATE: DATE: DATE: DATE: 5/6/2014 FIELDOOM: NA PAGE: NA DRAWING NO: C4 SHEET: OF: 4 7 0 O 0 Z m Z m O D 7 LLJ Z U LLJ 0 C O �r U) V ) W VJ 0 W ►� a 03 BAR EACH CORNEF 0313AR EACH SIDE #3 BAR EACIi ..�. PRECAST BASE SECTION FRAME AND VANED ORATE JWOR1T i ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOP$ FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER 1$" MIN #3 BAR HOOP PIPE ALLOWANCES PIPE MATEMIAL MAXNMM MIi1NE OMWAaTU REINFORCED OR 12" PLAIN CONCRETE 30" to 98" ALL METAL PIPE 15" cam* 12" (STD. SPEC_ 9.05.20) 12" SOLID WALL PVC 15" (STD. SPEC. 9.05.12(1)) 48" PROFILE WALL PVC 15 (STD. SPEC. 9-06.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 4.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST (BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater then 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be F. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper, 6. The opening shall be measured at the top of the precast base section. 7. Ail pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 :YTD. PLAN �-- 200.00 ' d ' DEPARTMENT MARCH 2008 %552012 2 0.15 O.D. min. limits of pipe compgglon 1Q 0.65 O.D. min_ gravel backfill % gravel backfill fm for pipe bedding foundations when specified A" Maftl and Concrsts P -- T max / 0.15 rise min. limits, of pipe_6& / - eamD�on r 7 -Trise min. Ora") backfill , gravel backfin for for pipe bedding foundationa when specified S. Plipe - Arch Instatiwthm Rigid Pipe NOTES: 1. Pipe compaction limits shown on this pian are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of ft pipe compaction zone shall be the wails of the trench. 2. All steel and aluminum pipe and pip"rehes shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcemertt, shall be installed with design A. 5. O. D. is equals to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3'; at which point 3' shall be used. ' 1'-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50'. W (sae note 4) limit of pipe zona beddkV malarial c, for iiexibip f Pipe ("e note 6) O.D. r foundation A = 4" min. 27" I.D. and under 6' min., over 27" 1_D. Sedditlo for FMxibN PIS Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 96% max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOTIAPWA specifications for trench width "W" and trenching options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 I I.D. = 18". 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSOOTlAPWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backfill material, 6. See "Bedding Material for Flexible Pipe' in aggregates section of the WSDOTIAPWA standard specifications for the material specifications. ® Backfill material pieced In 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOTIAPWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cone., LCPE, CMP (diameter) 12" to 24" 12" 30" to 98" diam.12 102" to 180" 48" pipe - arch metal only (span) 18" to 36* 12" 43" to 142" span / 3 148" to 199" 48" PUBLIC WORKS PIPE COMPACTION SM. PI" -220.00 �N' DEPARTMENT DESIGN AND BACKFILL MARCH 21008 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. FRAME AND VANED ORATE +Ol ► , , st► iJ I _ I BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4, THE USE OF BRICKS iS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. /SEE NOTE 4 vti PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 ' K DEPARTMENT MARCH 2008 77, :.� MIN CLEANOUT, TYP. ary ' CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING & COVER PER IFCO #247 OR EQUIVALENT CATCH BASIN - AREA DRAIN B - TEE a PROPERTY LINE U }s 5' MIN. O _- 43• BEND d S'MIN. PERMANENT CAP OR CONNECT PIPE YMiN. PRIVATE, JOINT USE UTILITY EASEME O 45• WYE d - TEE, CROSS, OR 45• WYE AT BENDS CLEAN-OUT WITH - PERMANENT CAP CLEAN-OUT DETAIL A- CATCH BASIN - AREA DRAIN SECTION A•A ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER. 3'MIN. VARIES - ► i 6 2'MIN. COVER OVER - COLLECTOR LINE TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4• STAKE PLACE CLEANOUT AT 300' MAX. SPACE, AT 90' BENDS, EACH 2ND 45° SEND, SECTION B -B PIPE: ENDS NOTE: MIN, PIPE SiZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). G~ PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN • PLAN - 225.10 ' DEPARTMENT COLLECTION SYSTEM - - CROSS SECTION MARCH 2008 3 MYLARS 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/12/2014 NO. REVISION L ENA TOP NOTES 1 This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t 2a�a' ` he grate or cover slots. Tap each hole to accept - - ------------------ a 518" - 11 NC x 2" akin head cap screw. .$ Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. " ------------- ---------------------------------- ---------------------------------------------------------� SECTION RECESSED ALLEN HEAD CAP SCREW 7J6" 1�8" 5M'- 11 NC x 2' 314". GRATE ISOMETRIC VIEW FPAW -� Y �.- 2-10 SECTION DETAIL ��� BOLT -DOWN DETAIL SEE MOTE 2 Y «���� PUBLIC WORKS RECTANGULAR FRAME SM. PLAN -204.00 u� DEPARTMENT NT MARCH 2008 *A Y TOP 7 OR.EOt1_AL SPACES p�oai•................................ 1ty -DIRECTION OF FLOW SLOT - SEE DETAIL AND NOTE 1 J 1 SECTION (Is J a� ------------------- j SECTION (z j - � 11 ' ---� 314" 1 ir4" y;i BOLT -DOWN SLOT DETAIL ti l�\� SEE NOTE 1 NOTES 1 Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along roiled curbs. STD. PLAN - 204.20 �,� Pi;F�I_,1C WORKS RECTANGULAR DEPARTMENT VANED GRATE MARCH 2008 N SURFACE WATER STANDARD PLAN NOTES SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE WATER UTILITY. PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE RENTON PLAN REVIEW SECTION AND THE APPLICANT. OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE EXCEPTION OF PVC PIPE. RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER STRUCTURES ASSOCIATED WITH A PERMANENT CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY SETBACKS LINES. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, PAVEMENT LEVEL. SURFACE WATER UTILITY SECTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A WHENEVER CONSTRUCTION IS IN PROGRESS. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF HOURS OF 7 A. M. TO 7 P. M. MONDAY THROUGH SATURDAY AND NO ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST WITH A WRITTEN DECISION BY THE CITY OF RENTON. MEET THE FOLLOWING SPECIFICATIONS: 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO 4 - 8 INCH ROCK / 40 - 70% PASSING; OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE 2 - 4 INCH ROCK/ 30 - 40% PASSING; AND INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW LESS THAN 2 INCH ROCK / 10 - 20% PASSING. AND APPROVAL PRIOR TO CONSTRUCTION. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. UNLESS AN APPROVED SET OF PLANS THAT MEET ALL AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON MANUAL ARE SUBMITTED TO THE CITY OF RENTON. COMPLETION. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR NOTED ON THE PLANS. INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF FOLLOWING: STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST REVIEW AND APPROVAL. ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO PROCTOR. RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS APPROVED OUTFALL LOCATION. SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, STANDARDS. AND BE SECURED TO THE STAKE. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE PASSED. DETECTION. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SURVEYED: SCALE: BEYLER CONSULT. 1 „_20, �W�'p p i�/1991 4►0 DESIGNED: CITY OF BML 08/13/14 BML RENTON / / 22 14 BML 06 DRAWN:DRAWN:� MLJAP ONE INCH DATUM BML 06/27/14 CHECKED: BML AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE AP P R APPROVO: SC&E ACCONW41 LY LCB 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 HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 411111111111111 CITY OF RENTON APPROVED BY: DATE: 9 Vd -2014 APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: DATE: MELROSE SHORT PLAT 5/6/2014 CONSTRUCTION PLANS FIELIMMK: NA PAGE: NA 014002532 DRAWING No: NOTES & DETAILS C5 SHEET: 5 OF: 7 ♦ > E EMEREEME GENERAL NOTES THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/MINUS .1 FOOT. C) ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FROM I ALL STRUCTURES. CL CL ALL STONES LARGER THAN 1.5" DIAMETER SHALL BE REMOVED Ci__. FROM THE GROWING MEDIUM. TOPSOIL SHALL BE PLACED AT A MINIMUM DEPTH OF 8" IN ALL LAWN AND BED AREAS. TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO Q ELIMINATE SOIL INTERFACE PROBLEMS. z n ALL BED AREAS TO RECEIVE 2" OF FINE GROUND FIR OR HEMLOCK BARK, COMPOSITION MULCHES ARE NOT AN ACCEPTABLE ALTERNATIVE. Or-, ry a_ O TREES AND SHRUBS ARE TO BE PLANTED AT A DEPTH 3/4" = HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE V) NURSERY. Li BARK MULCH IS NOT TO BE PLACED ABOVE THE ROOT CROWN. O ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE AMERICAN ASSOCIATION OF w --� NURSERYMEN. LJ I LAWN AREAS ARE TO BE HYDROSEEDED. REMOVE ALL STONES LARGER THAN 1 FROM LAWN AREAS. 1 N SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM CONTACT THE LANDSCAPE ARCHITECT FOR SOURCES OR ACCEPTABLE ALTERNATIVES. r s s Y`.___._----- ----- IF THE SITE WORK IS DIFFERENT THAN SHOWN ON THE .... LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS AREST _ ;!' —SE--1-87TH S, f r DISCOVERED REQUIRING CHANGES TO THE LANDSCAPE PLAN` Q iso PUB CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR - �; .. MAINTAINING THE LANDSCAPE DURING INSTALLATION, UNTIL FINAL ACCEPTANCE BY THE OWNER S REPRESENTATIVE. THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL MATERIALS `�T _�.' t AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE TIME -L t '- OF FINAL ACCEPTANCE. DURING THE WARRANTY PERIOD, THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT DEATH CAUSED BY ----- UNUSUAL CLIMATIC CONDITIONS VANDALISM THEFT FIRE OR POOR MAINTENANCE PRACTICES. THE LANDSCAPE ARCHITECT, SHALL HAVE SOLE AUTHORITY TO DETERMINE THE CAUSE OF DEATH. PLANT COUNTS PROVIDED ARE ESTIMATES ONLY. CONTRACTOR ` IS RESPONSIBLE FOR CALCULATING ALL FINAL AREA AND COUNTS. IRRIGATION ASSESSMENT SUPPLEMENTAL HAND WATERING MAY BE NECESSARY FOR THE FIRST GROWING SEASON TO ESTABLISH PLANTINGS, BUT SHOULD NOT BE NECESSARY IN SUBSEQUENT YEARS. A, 20 VN GRAPHIC ,SCALE 0 10 20 ( IN FEET ) I"=20' I MELROSE SHORT PLAT A PORTION OF SECTION 32, TOWNSHIP 23 N., RANGE 05 E., W.M. ----- ------ --------- --------- ------------ --------- k1- ...... ........ ------- k1.::.::.:....... .-.... r------------------- -------------- l ------------- - - i 71 PROPOSED 9 GRAVEL --� ACCESS DRIVE �--- --, 10 ACCESS UTILITY EASEMENT TO BE RECORDED WITH SHORT PLAT 12 PROPOSED ASPHALT DRIVE --- --- v uru VC -1 vv/iLn SURVEYED: SCALE: RULER CONSULT. 1 „'20, DESIGNED: KL DRAWN: KL ONE INCH CHECKED: AT—FULL SCALE Y KL IF NOT ONE INCH NO. REVISION BY DATE AP P R I APPROVED: SCALE ACCORDINGLY LCB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM P�LuLu` GPS Z VALLEY W MEDICAL CENTER 0 i SW 43RD ST '~ Q - o rL. CQ ti --Lj T SE 186TH ST PROJECT �.- SITE U I' I /T�TAITTv AAA n VIL.1Ivi I 1 1v1pir I N.T.S E co { v uru VC -1 vv/iLn SURVEYED: SCALE: RULER CONSULT. 1 „'20, DESIGNED: KL DRAWN: KL ONE INCH CHECKED: AT—FULL SCALE Y KL IF NOT ONE INCH NO. REVISION BY DATE AP P R I APPROVED: SCALE ACCORDINGLY LCB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM P�LuLu` GPS Z VALLEY W MEDICAL CENTER 0 i SW 43RD ST '~ Q - o rL. CQ ti --Lj T SE 186TH ST PROJECT �.- SITE U I' I /T�TAITTv AAA n VIL.1Ivi I 1 1v1pir I N.T.S E co uru VC -1 vv/iLn SURVEYED: SCALE: RULER CONSULT. 1 „'20, DESIGNED: KL DRAWN: KL ONE INCH CHECKED: AT—FULL SCALE Y KL IF NOT ONE INCH NO. REVISION BY DATE AP P R I APPROVED: SCALE ACCORDINGLY LCB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM P�LuLu` GPS Z VALLEY W MEDICAL CENTER 0 i SW 43RD ST '~ Q - o rL. CQ ti --Lj T SE 186TH ST PROJECT �.- SITE U I' I /T�TAITTv AAA n VIL.1Ivi I 1 1v1pir I N.T.S E .... . I i J I I 17A417 ........... ......... STATE OF >: . �->� .• - WASHINGTON 'i i l�1bV89°54'33"E LICENSED �iI� i F , 40.01 LAN SCAPE A CHITECT YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 2015 j E f CITY OF RENTON 20 ACCESS _ /% d UTILITY EASEMENT f3l APPROVED BY: GC. �lJ� DATE: r1 lIq TO BE RECORDED WITH SHORT PLAT APPROVED BY: DATE: 12 PROPOSED ~i r5i I SHARED ASPHALT I ;� DRIVE APPROVED BY: DATE: f�- ,Tts APPROVED BY: DATE: JL- CITY OF mu RENTON Planning/Building/Pudic Warks Dept. DATE: MELROSE SHORT PLAT 6/24/14 CONSTRUCTION PLAN FIELDBOOK:IA PAGE. NA U 14 0 0 2 5 3 2 DRAWING Na: LANDSCAPE PLAN L1 SHEET: OF: 0 0 I►122WE LA&: z 2 m ID fF '� m m i M 'rCD s X3 cn c < E rn r � • z �z m cn 0 y, i S! c � o n ) � co .... . I i J I I 17A417 ........... ......... STATE OF >: . �->� .• - WASHINGTON 'i i l�1bV89°54'33"E LICENSED �iI� i F , 40.01 LAN SCAPE A CHITECT YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 2015 j E f CITY OF RENTON 20 ACCESS _ /% d UTILITY EASEMENT f3l APPROVED BY: GC. �lJ� DATE: r1 lIq TO BE RECORDED WITH SHORT PLAT APPROVED BY: DATE: 12 PROPOSED ~i r5i I SHARED ASPHALT I ;� DRIVE APPROVED BY: DATE: f�- ,Tts APPROVED BY: DATE: JL- CITY OF mu RENTON Planning/Building/Pudic Warks Dept. DATE: MELROSE SHORT PLAT 6/24/14 CONSTRUCTION PLAN FIELDBOOK:IA PAGE. NA U 14 0 0 2 5 3 2 DRAWING Na: LANDSCAPE PLAN L1 SHEET: OF: 0 0 I►122WE LA&: z 2 m ID fF '� m m i M 'rCD s X3 cn c < E rn r � • z �z m cn 0 y, i S! c � o n ) �