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HomeMy WebLinkAboutApproved Drawings SetT M r- y) N C>L U) CITY OF RENTON SUNSET COMMUNITY LOW IMPACT DEVELOPMENT RETROFIT GREEN CONNECTION: HARRINGTON AVENUE NE PHASE II LOCATION MAP NOT TO SCALE r RECOMMENDED FOR APPROVAL o BY m SM BY BETWEEN NE 8TH PL 2017 AND NE 7TH ST LIST OF DRAWINGS FUNDED IN PART BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY N Creek30THSTlVlgy W AY T 24 N sE g51N T 23 N NE 27TH ST 13 W W z W Z W z Q Z z N w o O z Q o ofwm Z o a a NE 16TH ST gLVD Z Al O5 Q NE 12TH ST 0 Ui0 z NE gSEOTNE Ofz Ll0Q 1 G-1 COVER SHEET 2 G-2 ABBREVIATIONS / LEGEND / GENERAL NOTES 3 G-3 SURVEY CONTROL / NOTES 4 G-4 TESC GENERAL NOTES 5 C-1 SITE PREPARATION AND TESC PLAN 6 C-2 SITE PLAN 7 C-3 DRAINAGE PROFILE 8 - 10 C-4 - C-6 DETAILS 11 C-7 TYPICAL ROADWAY SECTION 12 - 13 C-8 - C-9 PAVING PLAN 14 - 15 C-10 - C-11 PAVING DETAILS 16 - 18 C-12 - C-14 INTERSECTION DETAILS 19 L-1 PLANTING PLAN 20 - 21 L-2 - L-3 PLANTING SCHEDULE, NOTES & DETAILS 22 - 23 W-1 - W-2 WATER PLAN 24 W-3 WATER PLAN GENERAL NOTES zw w z 900 NE 10 Z y Q _ z w z Q a PROJECTmpmo LLJ LOCATION 8TH ST z Q z Q z z m NF a NE z in w o VICINITY MAP NOT TO SCALE Irmwl'3-• 0Oil- SITE PLAN SHEET LAYOUT NOT TO SCALE x AS NOTED CITY 01 J. STICK RENTON J. WILSON DATUM xcc"eok. cHUNc "T `01L Planning/Building/Public Works Dept. NC, REVISION BY DATE APPR .16. ATCHISON NdL PCcoxo xar C-1 05/05/17 HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTI0I\I COVER SHEET Ems. 1 c24 D-373101 c, r`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—CONSTRUCTION MEETING. SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. EDGE OF PAVEMENT CONC CONCRETE THE POSTS, BRACES AND BACK OF SIGN BOARD SHALL HAVE ONE COAT LANE LINE 5. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE OF PRIMER AND EXTERIOR ENAMEL. THE BACKGROUND COLOR IS WHITE. CTRL CONTROL WHENEVER CONSTRUCTION IS IN PROGRESS. 0 0 FENCE LINE CSBC CRUSHED SURFACING BASE COURSE 5. LETTER TYPES. THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM FENCE LINE 6. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE EXCEPT THE LOGO WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERSDEPT. DEPARTMENT CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT AND NUMBERS WILL BE BLACK. A A RETAINING WALL DIA DIAMETER SURVEYOR AND APPROVED BY THE CITY. TV- ry UNDERGROUND CABLE —TV LINE D/W DWG DRIVEWAY DRAWING 6 LETTER SIZE. 4" LETTERS ARE 1/2" WIDE; 3" LETTERS ARE 3/8" WIDE; 7. TEMPORARY EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO 2" LETTERS ARE 1/4" WIDE. FIT— UNDERGROUND COMMUNICATION LINE OVERHEAD ELECTRICAL LINE E FASTING ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORY MAINTAINED P ELEC ELECTRICAL UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON —SITE BP— UNDERGROUND ELECTRICAL LINE ELEV/EL ELEVATION EROSION HAS PASSED. EOP EDGE OF PAVEMENT O, BT— UNDERGROUND FIBER OPTIC LINE ESC EROSION AND SEDIMENTATION CONTROL 8. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. 2 D UNDERGROUND NATURAL GAS LINE EXIST/EX EXISTING FLUSHING STREETS WITH WATER WILL NOT BE ALLOWED. Sunset Community Low Impact Development Retrofit Green Connection: S So-----SD- UNDERGROUND SANITARY SEWER LINE So UNDERGROUND STORM DRAIN LINE FT FEET 9. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. Harrington Avenue NE ECbLdG This project IS funded In part b the ` P 1 P Y GALV GALVANIZED UTILITIES SHOWN ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID Washington State Department of Ecology + W— UNDERGROUND WATER LINE GPS GLOBAL POSITIONING SYSTEM UTILITIES. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION CENTER FUNDING: CONTROL POINT (MISCELLANEOUS) GV GATE VALVE 1-800-424-5555) 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AND OBTAIN ON -SITE DEPARTMENT OF ECOLOGY GRANT: $675,000 4'0" UTILITY LOCATIONS. CITY OF RENTON SURFACE WATER UTILITY SHARE: $225 000 CONTROL POINT (OTHER) HORIZ HORIZONTAL TOTAL: $900,000 GATE POST 10. CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY PROJECT MANAGER: BETH TAN, 425-430-7247, Btan@rentonwa.gov D INSIDE DIAMETER THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN PROJECT SPECIAL CONSTRUCTION CONTRACT AMOUNT:(awarded amount) a SINGLE POST SIGN IE INVERT ELEVATION PROVISIONS. CONTRACTOR: (name & contact info) SCHEDULE: (month/year to month/year) a DOUBLE POST SIGN LF LINEAL FOOT 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS. CONTRACTOR III MAILBOX LP LOW POINT SHALL SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. 1'O" 4'x8'1/2" EXTERIOR PLYWOOD LT LEFT, LIGHTING JUNCTION BOX SMOOTH BOTH SIDES,ABX) BOREHOLE 2. DRAINAGE STRUCTURES AND RELATED DETAILS SHALL CONFORM TO CITY OF RENTON STANDARD 2"X4"DIAGONAL BRACE 0 COMMUNICATION MANHOLE MAX MAXIMUM DETAILS. DF STD & BTR, TYR TVABOVE SANITARY SEWER MANHOLE MH MIN MANHOLE MINIMUM ROADWAY MIN) ioSTORMDRAINCATCHBASINMISC. MISCELLANEOUS 13. FOR CATCH BASIN AT THE CURB, THE OFFSETS SHOWN ON PLANS ARE TO THE FACE OF CURB. FOR STRUCTURES AT THE BIORETENTION SWALE, THE OFFSETS ARE TO THE CENTER OF GRATE. 4"X4"X12'VERTICALPOSTS TREATED, 1- MON. MONUMENT 7— STORM DRAIN MANHOLE ORO 14. ALL PIPE TRENCH BACKFILL SHALL BE IMPORTED TRENCH BACKFILL UNLESS THE NATIVE SOIL IS CATCH BASIN TYPE 2 N NORTHING SUITABLE FOR BACKFILL AND APPROVED BY THE ENGINEER. NAVD NORTH AMERICAN VERTICAL DATUM COMMUNICATION UTILITY PEDESTAL NGVD NATIONAL GEODETIC VERTICAL DATUM 15. FOR STORM DRAIN CROSSING OF UTILITIES WHERE THERE IS LESS THAN 1'-0" VERTICAL GUY ANCHOR NO. NUMBER CLEARANCE BETWEEN PIPES, PLACE 1' X 1' X 4" STYRENE FORM BETWEEN PIPES. TY NTS NOT TO SCALE 0— GUY POLE 6. BEDDING FOR STORM SEWER PIPE SHALL BE PER CITY OF RENTON STANDARD PLAN 220.00 O- LIGHT POLE WITH ONE ARM OC ON CENTER PIPE COMPACTION DESIGN AND BACKFILL". OHW ORDINARY HIGH WATER o POWER POLE 17. ABANDON OR REMOVE EXISTING WATER LINE AFTER THE NEW WATER LINE IS INSTALLED AND IN SERVICE. i LIGHT POLE WITH NO ARM PC POINT OF CURVATURE PROP PROPOSED ELECTRICAL JUNCTION BOX PT POINT OF TERMINAL ELECTRICAL PANEL BOX SECTION INDICATOR 0 FIBER JUNCTION BOX R RADIUS REF REFERENCE GAS VALVE REINF REINFORCEMENT DRAWING ON WHICH SECTION IS CUT (C-1): ROW RIGHT OF WAY CATCH BASIN RT RIGHT Q] TRAFFIC JUNCTION BOX SECTION LETTER SD STORM DRAIN A R FIRE HYDRANT SDCB STORM DRAIN CATCH BASIN C-5 FIRE DEPARTMENT CONNECTOR SDMH STORM DRAIN MANHOLE DRAWING REFERENCE NUMBER WATER VALVE PIV SS SANITARY SEWER ON WHICH SECTION APPEARS STA STATION i D4 WATER VALVE STD STANDARD B3 WATER METER T TOWNSHIP DRAWING ON WHICH SECTION APPEARS (C-5): TREE TJB TELEPHONE JUNCTION BOX SECTION LETTEREROSIONANDSEDIMENTCONTROLSECTIONQBUSHTYPCTEMPORARYYPICAL O STUMP SCALEUTILrDRAWNGUTILITY O WATER PRESSURE REDUCTION VALVEUNDGND UNDERGROUND REDUCER REFERENCE E VERT VERTICAL NUMBER ON WHICH SECTION IS CUT W WATER LINE DRAINAGE STRUCTURE ID: WM WATER METER 3i WSDOT WASHINGTON STATE DEPT. OF TRANSPORTATION X-Y 9 WSEL WATER SURFACE ELEVATION WV ,, pC VALVE DRAINAGE STRUCTURE ID aT A"Wa. SITE PLAN SHEET NUMBER 19]][1L1[4lG11 DRAWING ON WHICH DETAIL IS REFERENCED (C-1): DETAIL NUMBER C15 DRAWING REFERENCE NUMBER ON WHICH DETAIL APPEARS DRAWING ON WHICH DETAIL IS APPEARS (C-5): DETAIL DETAIL NUMBER SCALE 2C-1RAWING REFERENCE NUMBER ON WHICH DETAIL IS REFERENCED PROJECT SIGN DETAIL NTS TYP a RECOMMENDED V NSA E N/A I—. . wi9 05/ 05/201 FOR APPROVAL '• . STICK CITY OF HARRINGTON AVENUE NE PHASE II RENTON SUNSET COMMUNITY - GREEN CONNEC1I0I,I oBYJ. wi soN DATUM w C44211ASsImBY ) °"`° R. CHUNG Planning/Building/Public Works Dept. ABBREVIATIONS 1 LEGEND 1 GENERAL NOTES G - 2 T N0, REVISION BY DATE APPR . scene .. ccoxoixar cam. D. ATCHISON 2 -24 D- 373102 T M r- y) N U) HORIZONTAL AND VERTICAL CONTROL POINT ID NORTHING EASTING ELEV DESCRIPTIONS CH2O2 183143.207 1306731.897 296.084 SET PK NAIL, 16' S. OF CL INTX FOR NE 7TH ST & FERNDALE PL NE CH2O3 183106.613 1307112.277 302.323 FND 2" BRASS CAP, IN MON CASE, CHISELED "+", CL INTX FOR NE 7TH ST & HARRINGTON AVE NE CH2O4 183757.807 1307123.623 312.072 FND TACK IN LEAD, IN MON CASE (DIN +/— 1.0'), CL INTX FOR HARRINGTON AVE NE & NE 8TH PL CH2O5 184136.465 1307130.531 319.423 FND 2" BRASS CAP, IN MON CASE, WITH PUNCH MARK, CL INTX FOR HARRINGTON AVE NE & NE 9TH ST CH2O6 184631.978 1307152.623 331.097 SET PK NAIL, 12' E. OF CL FOR HARRINGTON AVE NE @ S. END OF DRIVEWAY ENTRANCE TO KFC RESTAURANT IS17164 183800.138 1306144.409 285.118 FND 3/8" COPPER PLUG W/PUNCH, SET IN CONC, IN MON CASE & COVER (ON +/— 1.1') 400' N. OF NE 7TH ST, OPPOSITE HOUSE @ 800 EDMONDS AVE SURVEY CONTROL NOTES: 1. HORIZONTAL DATUM IS NAD 83/91. HORIZONTAL COORDINATES SHOWN HEREIN ARE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, U.S. SURVEY FEET. 2. VERTICAL DATUM IS NAVD88, FEET. PROJECT BENCHMARK: "IS17164", FND 3/8" COPPER PLUG W/PUNCH, SET IN CONC, IN MON CASE & COVER (DN +/— 1.1') 400' N. OF NE 7TH ST, OPPOSITE HOUSE @ 800 EDMONDS AVE, EL=285.118'. 3. SURVEY CONTROL AS SHOWN HEREON, IS FOR CONSTRUCTION PURPOSES ONLY. CH2M HILL HOLDS ALL BACKGROUND DATA AND RECORDS USED IN CALCULATIONS FOR ROADWAY CENTERLINES, CONSTRUCTION CENTERLINES, AND DERIVATION OF VALUES FOR LISTED SURVEY CONTROL POINTS, AS LISTED IN THIS PLAN SET. NO OTHER ACCURACIES OR RENDERINGS OF BOUNDARY OR ROADWAY DATA IS IMPLIED OR PORTRAYED, AND IS NOT COVERED UNDER THE CURRENT CONTRACT FOR THIS WORK. 4. NOT ALL ROADWAY MONUMENTATION MAY FIT EXACTLY WITH THE CALCULATED RENDERINGS OF ROADWAY AND/OR CONSTRUCTION CENTERLINES. IN THESE CASES THE DIMENSIONS FROM WHICH IT IS ESTIMATED THAT THEIR POSITIONS DIFFER FROM CALCULATED ARE SHOWN ON INDIVIDUAL SHEETS HEREIN. 5. NOT ALL SURVEY CONTROL POINTS SHOWN HEREIN ARE PERMANENT IN NATURE. THEY ARE SHOWN IN THIS MANNER TO ASSIST WITH INTERVISIBILITY FOR CONSTRUCTION PURPOSES. 6. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE ALL EXISTING RIGHT OF WAY MONUMENTATION, AS SHOWN ON THE INDIVIDUAL SHEETS. IN ACCORDANCE WITH RCW 58.24.040(8), NO CADASTRAL OR GEODETIC SURVEY MONUMENT MAY BE DISTURBED WITHOUT A VALID PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT, ISSUED BY THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. PERMIT APPLICATIONS CAN BE OBTAINED BY CALLING THE PUBLIC LAND SURVEY OFFICE AT 360) 902-1194. THE PERMIT APPLICATION MUST BE STAMPED BY A REGISTERED WASHINGTON STATE LAND SURVEYOR. SEE SPEC PROVISION 1 —07.6. 7. BASIS OF BEARING: CENTERLINE FOR HARRINGTON AVE NE: S 01`00'56" W. 8. BASIS OF POSITION: FND MIC, CL INTX FOR NE 9TH ST & HARRINGTON AVE NE. 9. FIELD SURVEY PERFORMED FEB, 2014. CONTOUR INTERVAL: 1 FOOT. RIGHT OF WAY REFERENCES 1. PLAT OF RENTON HIGHLANDS, VOL 046/034, REC. NO. 194904153893039 2. CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, VOL 057/092, REC. NO. 195608084719044 3. PLAT OF FAIRVIEW TERRACE, VOL 060/065, REC. NO. 195807304927153 4. RECORD OF SURVEY, VOL 004/033, REC. NO. 7502250403 5. RECORD OF SURVEY, VOL 086/251, REC. NO. 9204309015 6. RECORD OF SURVEY, VOL 158/239-239A, REC. NO. 20030319900005 7. RECORD OF SURVEY, VOL 161/142, REC. NO. 20030714900002 8. RECORD OF SURVEY, VOL 161/143, REC. NO. 20030714900003 9. RECORD OF SURVEY, VOL 239/127, REC. NO. 20080123900006 10. RECORD OF SURVEY, VOL 185/180-181, REC. NO. 20050422900002 11. RECORD OF SURVEY, VOL 236/100, REC. NO. 20071203900009 12. RECORD OF SURVEY, VOL 246/234, REC. NO. 20080513900002 13. RECORD OF SURVEY, VOL 257/279-280, REC. NO. 20081217900012 14. KING COUNTY ASSESSOR'S MAP, NW 09-23-05 15. KING COUNTY ASSESSOR'S MAP, SW 09-23-05 H LINE: CONSTRUCTION CENTERLINE ALIGNMENT COORDINATES CURVE DATA CURVE NO. DESCRIPTION STATION NORTHING EASTING DELTA RADIUS TANGENT LENGTH POB 133+07.15 184602.1 26 1307138.784 POE 152.22.62 182686.959 1307104.838 BROOKS w° cos Os 201RECOMMENDEDCITYOF FOR APPROVAL aRooKs AS NOTED 6a - HARRINGTON AVENUE NE PHASE II / / c. N.o L°800K sC44 • BY J. WILSON " LL RENTON SUNSET COMMUNITY - GREEN CONNECTION m xEc DATUM BY A' °c. RovnK sM Plonning/Building/Public Works Dept. SURVEY CONTROL I NOTES W N. T N0, REVISION BY DATE APPR — LE ..moeoi cam. G. BROOKS 3 -24 D-373103 M r- C? r- N U) S TEMPORARY EROSION/SEDIMENT CONTROL- (TESC) GENERAL NOTES GENERAL REQUIREMENTS 1. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT— LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. WHEREVER POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. 2. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATION OF HIGH VISIBILITY FENCE AND ADDITIONAL BERMS, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. ADDITIONALLY, MORE ESC FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE THE MINIMUM REQUIREMENTS AS MAY BE NEEDED. 3. THE ESC FACILITIES SHALL BE INSPECTED BY THE PERMITTEE/CONTRACTOR DAILY DURING NON —RAINFALL PERIODS, EVERY HOUR (WORKING HOURS) OR EVERY EIGHT HOURS (NON —WORKING HOURS) DURING A RAINFALL EVENT AND AT THE END OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. IN ADDITION, TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. WRITTEN RECORDS SHALL BE KEPT DOCUMENTING THE REVIEWS OF THE ESC FACILITIES. 4. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 5. THE ENGINEER HAS THE AUTHORITY TO HALT CONSTRUCTION IF EROSION CONTROLS ARE NOT MAINTAINED PROPERLY OR IF A VIOLATION HAS NOT BEEN CORRECTED. THE CONTRACTOR SHALL BEAR ALL RISK AND ALL COSTS OF ANY WORK DELAYS CAUSED BY THESE ACTIONS. RECOMMENDED FOR APPROVAL BY BY BMPs INSTALLATION, MAINTENANCE, AND DISCHARGES 1. INLET PROTECTION SHALL BE INSTALLED IN ANY ROAD OR PARKING LOT DRAINAGE SYSTEM INLETS, EXISTING OR NEWLY INSTALLED, WHICH ARE LIKELY TO RECEIVE RUNOFF FROM THE DISTURBED AREAS DURING CONSTRUCTION. INLET PROTECTION SHOWN ON THE TESC PLANS ARE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL ADD INLET PROTECTION AS NECESSARY TO ALL CATCH BASINS THAT RECEIVE STORM WATER RUNOFF WITHIN THE PROJECT AREA AND THAT MAY OR MAY NOT BE SHOWN ON THE TESC PLANS. 2. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED AT THE COMPLETION OF THE PROJECT. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 3. THE CONTRACTOR SHALL NOT CONVEY RUNOFF TO THE BIORETENTION SWALE GRADING UNTIL THE PROJECT SITE DRAINING TO THE BIORETENTION AREA HAS BEEN STABILIZED AND AUTHORIZATION IS GIVEN BY THE ENGINEER. PRIOR TO THE AREA BEING STABILIZED AND BIORETENTION SWALES BEING PLANTED, RUNOFF SHALL BE PREVENTED FROM ENTERING THE BIORETENTION SWALES. 4. ALL DENUDED SOILS MUST BE STABILIZED WITH AN APPROVED TESC METHOD E.G. SEEDING, MULCHING, PLASTIC COVERING, CRUSHED ROCK) WITHIN THE FOLLOWING TIMELINES: A. MAY 1 TO SEPTEMBER 30 - SOILS MUST BE STABILIZED WITHIN 7 DAYS OF GRADING. B. OCTOBER 1 TO APRIL 30 - SOILS MUST BE STABILIZED WITHIN 2 DAYS OF GRADING. C. STABILIZE SOILS AT THE END OF THE WORKDAY PRIOR TO A WEEKEND, HOLIDAY. OR PREDICTED RAIN EVENT. 5. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS USED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (EXAMPLE: ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 6. WHERE STRAW MULCH IS USED FOR TEMPORARY EROSION CONTROL, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2", AND BE CERTIFIED WEED FREE. 7. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. 8. THE ESC FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THE APPROVED PLANS. LOCATIONS MAY BE MOVED TO SUIT FIELD CONDITIONS, SUBJECT TO APPROVAL BY THE ENGINEER AND THE CITY OF RENTON INSPECTOR. 9. A COPY OF THE APPROVED EROSION CONTROL PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. CLEARING LIMITS SHALL BE DELINEATED WITH A HIGH VISIBILITY FENCE. 11. OFF -SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT OR MUD IS DEPOSITED ON THE PUBLIC STREET SYSTEM, THE STREET SHALL BE IMMEDIATELY CLEANED WITH POWER SWEEPER OR OTHER EQUIPMENT. ALL VEHICLES SHALL LEAVE THE SITE BY WAY OF THE CONSTRUCTION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT WOULD BE DEPOSITED ON THE PUBLIC STREETS. J. STICK anwx. J. WILSON xccxcoR. CHUNG NO- REVISION BY DATE APPR —'6. ATCHISON sc..c. N/A DATUM BMPs INSTALLATION, MAINTENANCE, AND DISCHARGES (CONTINUED) 12. IF ANY PART(S) OF THE CLEARING LIMIT BOUNDARY OR TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURE(S) IS/ARE DAMAGED, IT SHALL BE REPAIRED IMMEDIATELY. 13. ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND RUNOFF. 14. DO NOT FLUSH CONCRETE BY—PRODUCTS INTO THE STORM DRAINAGE SYSTEM. IF EXPOSED AGGREGATE IS FLUSHED INTO THE STORM SYSTEM, IT COULD MEAN RE —CLEANING THE ENTIRE DOWNSTREAM STORM SYSTEM, OR POSSIBLY RE—LAYING THE STORM LINE. 15. THE CONTRACTOR SHALL NOT DISCHARGE TURBID WATER GENERATED FROM CONSTRUCTION ACTIVITIES, DIRECTLY TO ANY STREAMS, STORM WATER SYSTEM INLETS, OR DRAINAGE DITCHES IN ACCORDANCE WITH THE GENERAL PERMIT. 16. THE CONTRACTOR SHALL NOT DISCHARGE ANY CLEANING SOLVENTS OR CHEMICALS UTILIZED FOR TOOL OR EQUIPMENT CLEANING TO THE GROUND. REFUELING OF EQUIPMENT SHALL BE CONDUCTED AWAY FROM THE DRAINAGE FACILITIES AND DONE IN SUCH A MANNER AS TO PREVENT SPILLS FROM ENTERING THE GROUNDWATER OR WATER BODIES (INCLUDING WETLANDS). SPILLS SHOULD BE PREVENTED FROM HITTING THE GROUND PER CSWPPP. 17. THE CONTRACTOR SHALL SET ASIDE A SEPARATE AREA FOR THE WASH —OUT OF CONSTRUCTION EQUIPMENT AND TOOLS. 18. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS IN AN APPROVED AND PERMITTED LANDFILL FACILITY. 19. CONTRACTOR SHALL VERIFY THE FEASIBILITY, OBTAIN AN INDUSTRIAL WASTE DISCHARGE AUTHORIZATION PERMIT AND SEEK APPROVAL FROM THE CITY OF RENTON UTILITY DISTRICT PRIOR TO DISCHARGE OF ANY CONSTRUCTION RUNOFF TO THE SANITARY SEWER. SEQUENCE OF CONSTRUCTION THE TYPICAL CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS: A. CONDUCT PRE -CONSTRUCTION MEETING. B. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. C. INSTALL CATCH BASIN INLET PROTECTION. D. INSTALL PERIMETER PROTECTION (HIGH VISIBILITY FENCE, ETC.). E. CLEAR AND GRUB THE SITE. F. INSTALL NEW WATER LINE, CONNECT TO EXISTING. G. REMOVE EXISTING WATER LINE. H. INSTALL NEW STORM DRAIN AND BIORETENTION SWALE. I. CONSTRUCT ROADWAY IMPROVEMENTS, INCLUDING NEW SIDEWALK. J. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH PLANS AND MANUFACTURER'S RECOMMENDATIONS. K. 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 TESC MINIMUM REQUIREMENTS. L. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. M. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. N. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES BE APPLIED TO REMOVAL OF CONTROLS IF APPROPRIATE. CITY OF RENTON Planning/Building/Public Works Dept. 05/05/201 HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION TESC GENERAL NOTES D-373104 5 I - -- - z SITE PREPARATION CONSTRUCTION NOTES r- 832 39 LF C? 820 806 802 1 REMOVE EXISTING TREE 4 2 N PROTECT EXISTING TREE CL 13 o0 NI TWIN 9", CHAI{ LINK 3 SAWCUT ANGLE POINT AND/OR APPROXIMATE REMOVAL LIMITS. 12" ALDER 1 15102 LF 4 WOOD FENCER 4 FENCE 1 EX ROW REMOVE EXISTING CURB, GUTTER, SIDEWALK TO THE NEAREST 25 LF 601F EXPANSION JOINT, AS DIRECTED BY THE ENGINEER 16 X3 I, 5 12 I 13 / REMOVE EXISTING FENCE ROCKERY X3 I - /// /// LIGHT 0O 5 REMOVE OR ABANDON EXISTING UTILITY IS GONE J 3 LF 15 LLL 7ttt m © REMOVE EXISTING CURB AND GUTTER W- - I w 7 REMOVE EXISTING DRAINAGE PIPE w----w-- (n REMOVE EXISTING DRAINAGE STRUCTURE 0 141+00 6 + 9 PRESERVE EXISTING J-BOX G-----G 4 P ' 10 REMOVE EXISTING WATER METER Q 11 REMOVE EXISTING ROCKERY WALL Ld w 12 REMOVE EXISTING SIGN CH2O4 HELD FOR CIL ® 6 Z 13 PROTECT EXISTING SIGN OF NE 8T a aI 8" DIA = J SDCB 12 o a O 7 1 LF RpW / / = 1 4 PROTECT EXISTING FIRE HYDRANT 2 GRATE EL=312.00 - ® $ Q 15 ABANDON EXISTING WATER LINEIE= 308.28' (12" CPEP N) IE= 308.48' (12" CPEP S) 8" DIA I O / / / / / / / / / / / / / BTM EL= 306.67' SSMH 2 POST ONLY 1 2 1 4 E VAULT/ / / RIM EL=312.43 NO SIGN - 0 " O®SDCB / / / 16 REMOVE EXISTING GATE VALVE IE= 302.60: (8" CONC E) 1 3 (D GRATE EL= 309.23 \ IE= 302.48' (8" CONC S) SEE NOTE 3 IE= 30519AT (12" CPEP N) \ \ \ \ \ IE= 305.83' (12" CPEP S) BTM EL= 304.43' \ TESC CONSTRUCTION NOTES EX ROW I I 1 RIM EL=301N) I I M1I D INSTALL INLET PROTECTION AT EXISTING CATCH BASINS IE=2 s477Z(j2"'CONCE) I I II I I AND NEW CATCH BASINS, PER CITY OF RENTON STANDARD J IE= 297.6r (6" CLAY E) N I PLAN 216.80 14 2805 710A/710B IE= 297.67'(6"CLAYS IE=2 3.22'(15" CO NO W) I 2U0.., 3 N WTR EL-293.37' SDCBO I BTM EL=292.17' I I I I I II NOTES GRATE EL=308 I I I -- -- - r 1 8 - 2 4 I SDCB -- IE= 307.21' (6" PVC S I GRATE EL= 302.83BTMEL=30 r -II 1. PROTECT BIORETENTION SWALE FROM CONSTRUCTION5.5\ I I 00 SDCB[ 8 GRATE EL= 302 15 9 = I IE= TE. 43' (24" CPEP NW) SDCB I SDMH(4'SQ) 12 I IE=296.53'(24"CPEPE) STORM WATER RUNOFF GRATE EL= 306.89 7 LLI RIM EL= 3017.18' RIM EL= 306.35 IE= 296.83' (12" CPEP W) rn I FULL OF DIRT 2 BTM EL= 295.35' N WTR EL= 296.53' W IE= 304.89' (8" PVC NW) rJ LP Z IE= 303.68' (12" CMP N) I w I EL' 13 IE= 304.39' (12" CMP E) IE= 303.35' (8" CONC S) PROTECT EXIS IN 2. SEE PAVING PLAN FOR EXISTING SIDEWALK AND PAVEMENT O IE= 304.29'(12"CMP S) 2 BTM EL=302.65' BLOOKWALL 2 I I 4 Z REMOVAL LIMITmBTMEL= 303.89' 25 LF 1 1 B9„ JUNIPER I - O 3402.79 Q 120 LF 1 1 2 EX ROW - w`1 ) EX ROW W 1 6"JUNIPER 5 12 a E) O 3. PROTECT EXISTING GATE AND GATE POSTS N-j_ C/D / /// w 90 LF 15 43 LF 7 7 10 L 80 I F 15 I I I Ij LEGEND I I)0000000000000= TO BE REMOVED c r EDAR • • • • • • TO BE ABANDONED vv----W----T-W---- I- SAWCUT AND REMOVE EXISTING N_ I ASPHALT CONCRETE PAVEMENT w 77T-o'at®0 STW PSE" GRIND AND OVRLAY EXISTING ASPHALT CONCRETE PAVEMENT G FN6MIC /// // /// I I JISM I SAWCUT AND REMOVE EXISTING Q J I CEMENT CONCRETE SIDEWALK 6 E STH ST "DEALT 4" POST ONLY = - _ - I 0 o STWPSE" NO SIGN SDCB 8" DIA ff N 1 E SD B 6 GRATEE'(12" 76 7 I O® 12 I I RIME0.56'( 2" -/// /// HIGH VISIBILITY FENCE 7 12 GRATE EL= 306 86 1 2 1 6 1 2 / IE= 301.1 T (12" CPEP SDCB I I IE= 290.56' (12" PVC NE) O 1 6 L IE= 305. 66' (6" PVC E) - ° 7 1 5 LF IE= 301.1 T (12" CPEP 152 F I GRATE EL= 302.46 IE= 290.46' (8" CONC E) El IE= 305. 49' (8" PVC E) I BTM EL= 299.56' GROUND IE= 295.46' (12" CPEP N) I I I I I I IE= 290.46' (8" CONC S) INLET PROTECTION n / BTM EL= 304. 6' SSMH I ® II IE= 295.86' (12" CPEP E) IE= 290.16' (12" PVC W) EX R U J, i RIM EL= 306.17 13 EX ROW f IE= 294.84' (18" CPEP S) I II I I I IE= 290.46' (8" CONC N) IE= 2 5.71' (8" CONC N) ° I _ _ _ BTM EL= 293.66' a IE= 2 5.89' (8" CONC E) I I I I I I I Ul BTM CHANNEL= 290.36' IE= 2 5.5T_(8" CONC S _- - 2 2 p N - - 20 10 0 20 40 C7 - - sDF,] IE=295.7T(BTMO HANNELU295BD4) SCALE IN FEET GRATE EL= 307.39 IE= 304. 03' (12" CPEP N) I _ I III I SDMH s IE= 303.89' (12" CPEP S) I I RIM EL= 302.68 BTM EL= 302.49" SEE NOTE 3 I I III I IE-294.46'(24"CPEP W) E= 294. 6: (18" CPEP N) i I I I III I I IE= 2944 6(24" CPEP E) I BTM EL= 292.98, E q m RECOMMENDED . BROOKSEAS NOTED °"1ONi wsm^'' i9 c05/05/ 2017 FOR APPROVAL . STICK CITY OF HARRINGTON AVENUE NE PHASE II -°°" s • BY 3 `"""' J. wlLsoN RENTON SUNSET COMMUNITY -GREEN CONNECTION xcc DATUM sM ev o "`° R. cHUNc Planning/Building/Public Works Dept. SITE PREPARATION AND TESC PLAN a NO, REVISION BY DATE APPR .1D6 ear. sc.e ..cc°xoixar . ATCHISON 5 °r. 94 D-373105 SITE PLAN CONSTRUCTION NOTES co 832 I -I 516 _ 820- - - - - - I N \ 806 802 Ol INSTALL DRAINAGE PIPE, SEE NOTE 14 aI BIORETENTION N 2 3I SWALE El INSTALLO2 INSTALL DRAINAGE STRUCTURE i 2 2-7 31 N 2-8 2 C-4 12 40 LF 30 LF SEE TCE 3 TWINS^, TCE O3 INSTALL DRAIN BASIN C-412^ALDER 2_1 O 13 SEE II NOTEz 3 EX ROW C) - - - NOTE 6 ti / O4 CONNECT TO EXISTING PIPE/STRUCTURE 14 1 8 I i\ J/ O5 INSTALL INLET CURB CUT C 1 6 ROCKER ^ \.. / / 2 J I 313 /3 0 31 W O INSTALL SIDE CURB CUT 2 I" o _ 309m 7 LLJ ADJUST CATCH BASIN C- 6 W W W- - - - - w >3\ - - \ V) O8 ADJUST UTILITIES CASTING AND METER BOX TO GRADE w-- 8 -w-- W---7 -w- H- uNE _ _ 8 -BHA RIN T N A ENE - 141+00 O9 INSTALL MAIL BOX SUPPORT WITH BOXES G--- G 8- 142+ 16 1 1 6 1 143+00 2-I1 0 2/ 1 1 +00 REMOVE AND RESET SIGN G- 6GM EIP PSE G- aG -- G-,l-_ G- + - - - 1 1 INSTALL "SCHOOL X-ING" SIGN WITH ARROW, SEE NOTE 5 n 12 INSTALL CHAIN LINK FENCE 61128 ^^ 13 INSTALL WOOD FENCE 8" DIA - - - - J 3 - W 14 REMOVE AND RESET MONUMENT L/1 - 2 2-9 - SDCB o ° O / "` -1 = 6 GRATE EL=312.00 10 ® $ / 15 INSTALL ROCKERY WALL, SEE NOTE 4 C-6 IE= 308.28' (12"CPEP N) 2 2_ 1 IE= 308.48' (12" CPEP S) 8" DIA ® / / / / < BTM EL=306.67' POST ONLY RELOCATE WATER LINE, SEE WATER PLAN, DRAWING W-1 VAULT/ a / / / / 11 8 NO SIGN ie DCB ACE / / 10 GRATE EL 309.23 / / \ \ 17 INSTALL "SCHOOL X-ING" SIGN WITH "AHEAD". SEE NOTE 12 3 g IE= 305.93' (12" PEP N) / \ X \ IE= 305.83'(J EP S) 18 INSTALL STOP SIGN WITH POST B- iG1 EL= 304.43' SDCB 7 19 INSTALL GRAVITY BLOCK WALL, SEE NOTE 4 GRATE EL= 306.89 I SEE NOTE 15 IE= 304.89'(8"PVC NW) I I \ RI EL-3o°B7 I NOTES: IE= 304.39' (12" CMP E) EX RONA I j IE= 97.92' (8" CONC N) .1 30 IE= 304.29' (12" CMP S) II I BTMEL=303.89' q IE= 25.4T (12"GONG E) I ti Z 1. SEE PAVING PLAN FOR NEW PAVEMENT, NEW SIDEWALK AND o IE- 297.67' (6" CLAY E) Q 2805 71 0A 710B IE=297.67'(6"CLAYS) I DRIVEWAYS. EEl_/" ' / I 2-1 2 4 SEE NOTE 11 IE=2 3.22'(15"CONCW) 3p6 N 2805 EE3 N I WTREL- 292.17' \ I I I 2. CONTRACTOR TO PROTECT AND PROVIDE SUPPORT DURING SDCB T 7 BTM EL=292.1T V I 2-21 2 SEE NOTE I n SENOTE855LF19CONSTRUCTIONFOR ALL UTILITY CROSSINGS. GRATE EL= 308.51 2-3 3 - - 2804 I I _ _ __ -- IE= 307.21' (6" PVC SW) - _ ' 4 15 84 LF SEE SDCB - - - TCE BTM EL= 305.51' -4 2 2 3 2 4 C-6 SEE NOTE 4 socB SEE I I2 GRATE EL=302.83 3. CHAIN LINK FENCE TYPE 3 PER WSDOT STANDARD PLAN 00 SDCB GRATE EL=302.15 NOTE 13 18 296.43'(24"CPEP NW) L-20.10-03 WITH WHITE SLATS MATCHING EXISTING. BIORETENTON / IsDH( a's0) NOTE 4 IE=L96.53'(24"CPEP E) S WAL E RIM EL= 307.18' R EL= 306.35 IE- 296.83' (12" CPEP W) n WTR EL= 296.53' FULL OFDIRTBTMEL- 295.35' W 1I=303.68'(12"CMPN) I I I BTM EL=294.63' 4. INSTALL ROCKERY WALL BETWEEN C-4 I E=303.35'(8"CONIC S) EX ROW O H 145+90 TO H 146+74 O 42BTME-2fis- n SDMH INSTALL GRAVITY BLOCK WALL BETWEEN 0 v \ 310 B.40"TENTI I _8 RIM EL=302.79 Q / / 9" JUNIPER / I IE=293.49'(24"CPEPW) EX ROW H 147+30 TO H 147+78 AND I 309 6" JUNIPER SWALE \ I IE= 293.59' (24" CPEP SE) H 1 47+78, 30' LT TO H 1 47+78, 37' LT Li BTM EL'93.59' 5.INSTALL SCHOOL CROSSING ASSEMBLY S1-1 AND W16-7P s PER MUTCD. ss / J1 4I SEJ I OT \ 303` 4 6. INSTALL WOOD FENCE IN KIND OF EXISTING. 5- w- W_ W_ --w- 7 -- -w _ I Ic 11 2- 2 2 1 HARR ON AVE NE 5 CD - J - - W` - 7. 48 LF a" DI @ 6.s8%. H-LINE 6 - 6 2 11 6 145+0 1 - - - - - - - - _ - - - \ I 8. 20 LF 12" DI @ 0.72% 16 14 2-15 146+00 147+OP 2 2-6' 148+ 0 T- 9. CB 2-21, CB TYPE IL a7 W - - G - - G - G 'n- - - - G - 7 / IP PSE L- G I z / - - - G - - - G - - Gr - - - - G f - I STW PSE^ H 147+84.03, 22.93' LT RIM EL = 302.19 SD 2'. MPE IP PSECG - - - G - - - - G PS S ddg- - SS - S - is 10. 6.2 LF 12" CPEP @ 8.70% Q FN NIIC g ONLY P a L- qpIE(IN) - 298.21 EACT 4" OSIGN - ° ° \ I I I II,">II IE OUT = 297.67 o N 8THSTSWPSE" DCR 8" DIA li Iy if ( ) 1 C GRATE EL= 304.76 II( I \ 10 IE=301. 17'(12"CPEPN SDCB d8 I 11. CB 2-19, CB TYPE I n / SDCB (61E NO 1 3 IE= 301.1T (12" CPEP 2 2- 6 GRATE EL= 302.46 G EEL= 306. 86 95.46' (12" CPEP N) o I I \3 H 1 45+23.22, 49.79' LT IE= 305.6 6" PVC NE BTM EL= 299. 56' PLAYGROU-1I I IE= 305.a9' ( 8 VC SE) s I IE= 95. 86' (12" CPEP E) - EX ROW RIM EL - 308.07 3 Q ( ° I EX ROW IE= 294.BTME"CPEP S) 12. INSTALL SCHOOL CROSSING ASSEMBLY S1-1 AND W16-9P. j BTM EL- 4.86' 1 1 - `.,. f l.M-1) BTM EL= 293. 66' 8 /304 I TCE C 8 2 42-18 / i I I I - - 13. INSTALL EXISTING STREET NAME SIGN ON STOP SIGN POST. o J - 1 U soc s 4. PROTECT EXISTING SANITARY SEWER DURING DRAINAGE PIPE GRAT EL=307. 39 IE=304. (12" CPEPN) _ I y.I- I SDMH O INSTALLATION. IE= 303.8 12" CPEP S) I I RIM EL= 302.68 BTMEL=30 9' III I RIM EL 302.4"CPEPW) 15. REPLACE FRAME AND CIRCULAR GRATE WITH MH FRAME AND IE= 294.56' (18" CPEP N) I/ I III I I IE= 294.46'(24" CPEP E) 20 COGVER. DROTATE OPGENING TOoAVOID PEDESTRIAN RAMP. C" eo A O BTM EL= 292. 98' E 'Cam SCALE IN FEET BROOKS CITY OF 05 Os n RECOMMENDED AS NOTED oaizoHr . v0 s'e°s se, A / /2017 FOR APPROVAL `°'°"` srlcK REN TON HARRINGTON AVENUE NE PHASE II ZM • BY 8J. WILS°N SUNSET COMMUNITY - GREEN CONNECTION DATUM BY xcc. c° R. CHUNc Planning/Building/Public Works Dept. SITE PLAN w"oC-2 r NO- REVISION BY DATE APPR P scup nccoRoi"o. . D. ATCHISON Fi ° F74 D-373106 D-373107 T M r- y) N U) E s DRAIN BASIN ID STATION 2-1 142+50.21 2-3 144+94.52 2-5 147+49.26 BEGIN OF SWALE END OF SWALE SWALE ID STATION OFFSET LT/RT STATO PM OFFSET LT/RT L1 L2 W2 W1 SWALE BOTTOM SLOPE SWALE BOTTOM ELEVATION INLET CURB CUT POINTA INLET CURB CUT POINT B SIDE CURB CUT E1 142+16.96 17.00 LT 142+50.96 17.00 LT 8.5 25.5 4.5 2.8 0.50% 310.47 142+18.46 142+47.46 E2 144+75.27 17.00 LT 144+95.27 17.00 LT 5.0 15.0 4.5 3.6 0.50% 306.50 144+55.6 144+63.68 144+91.77 E3 147+30.01 17.00 LT 147+50.01 17.00 LT 5.0 15.0 4.5 3.2 0.50% 302.29 147+10.3 147+18.40 147+46.51 C4420nn BIORETENTION SWALE TABLE e RECOMMENDED FOR APPROVAL BY BY NOTES: 1. FOR L1 AND L2, SEE SECTION CCS 2. SWALE BOTTOM ELEVATION AT DOWNSTREAM END J. STICK J. WILSON xcck[oR. CHUNG N0, REVISION BY DATE APPR D. ATCMIsoN E NOTEDAS DATUM N, SEE NOTES 1 AND 7 RAIN PIPE LE FSET 2 4 ELEVATION J E GRATE, AND 7 kk COLLAR 3" THICK, SEE NOTE 6 ND 2 E. FIC_ SIZE SEE Ill A N I BIORETENTION SWALE DETAIL SCALE: NTS QD NOTES: 1. DRAIN BASIN SHALL BE 18-INCH NYLOPLAST-ADS DRAIN BASIN WITH 12" SUMP AND 18" DIA. LOCKING COVER PEDESTRIAN H-10 OR APPROVED EQUAL. 2. BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY FRAME AND GRATE SM60BH OR APPROVED EQUAL. 3. UNDERDRAIN SHALL BE SLOTTED, PVC PIPE SCHEDULE 40. SLOT DIMENSIONS ARE 0.064" WIDE X 1.00" LONG SPACED ALONG PIPE AT 0.3" ON CENTER. FOUR SLOTS PER RADIUS AT 40°, 120', 240' AND 320°. 4. CLEANOUT SHALL BE PER WSDOT STANDARD PLAN B-85.40-00, 8-INCH SEWER CLEANOUT. 5. FOR W1 AND W2, SEE BIORETENTION SWALE TABLE ON THIS SHEET. 6. ANTI -SEEP COLLAR SHALL BE FORMED WITH CDF. 7. SEE FOR DETAILS. C-5 05/05/201 d CITY O F R CITYa _ HARRINGTON AVENUE NE PHASE II ENTON SUNSET COMMUNITY - GREEN CONNECTION w" N. Planning/Building/Public Works Dept. DETAILS C-4 D-373108 T M r- y) N U) E s 6" 3'-9" MIN VARIES 3'-9"MIN 1' CLEANOUT SWALE BOTTOM ELEVATION AND 2 SIDEWALK STATION OFFSET C-4 91, 3 OVERFLOW 6" P SNP) G 3 4" WIDE CONCRETE 1 1 COLLAR 17 J1 1 L 1 8" THICK COBBLES 3" WOODCHIP MULCH LAYER 18" BIORETENTION SOIL 3 MINERAL AGGREGATE TYPE 26 EX. WATER 8" UNDERDRAIN PIPE SEE NOTE 1) T CONSTRUCTION GEOTEXTILE FOR UNDERDRAIN NOTES: 1. CONTRACTOR TO LOCATE AND PROTECT BIORETENTION SWALE EXISTING WATER LINE" TYPICAL SECTION (-A- SCALE: NTS 0-2 6" 3.75' VARIES 3.75' 1' MIN MIN SIDE CURB CUT SIDEWALK SWALE BOTTOM C-6 ELEVATION AND 2 STATION OFFSET C-4 3yF- 1 z 2" WOODCHIP MULCH LAYER 8" THICK COBBLES L_ 18" BIORETENTION SOIL 3 18 6 MINERAL AGGREGATE TYPE 26 8" UNDERDRAIN PIPE i CONSTRUCTION GEOTEXTILE N FOR UNDERDRAIN UTILITIES SERVICE PIPE BIORETENTION SWALE TYPICAL SECTION AT SIDE CURB CUTS SCALE: NTS C-2 CA02nn RECOMMENDED FOR APPROVAL BY BY BEEHIVE GRATE SEE NOTE 1)- CATCH BASIN TYPE II STORM DRAIN CATCH BASIN TYPE I F PRE—TREATMENT CELL L1 1 8" DRAIN PIPE TREATMENT CELL L2 6" PONDING 2" MULCH (TYR) N 18" BIORETENTION SOIL 8" UNDERDRAIN PIPE BIORETENTION SWALE TYPICAL LONGITUDINAL SECTION (a) SCALE: NTS C-2 4" WIDE CONCRETE COLLAR 2" MULCH r SIDEWALK 18" BIORETENTION SOIL DRAIN BASIN r 8" UNDERDRAIN PIPE 8" DRAIN PIPE THREADED END CAP W/ ORIFICE NOTES: 1. STATION CALLOUTS FOR CATCH BASINS AND DRAIN BASIN IN BIORETENTION SWALES ARE TO CENTER OF GRATE. 2. SEE DRAINAGE PROFILES ON SHEET C-3 AND TABLES ON SHEET C-4 FOR DRAINAGE PIPES AND STRUCTURES ELEVATIONS. 3. INSTALL CONCRETE COLLAR TO SECURE THE FRAME AND GRATE OVER THE DRAIN BASIN. BIORETENTION SWALE TYPICAL SECTION AT CATCH BASIN SCALE: NTS C-2 8" THICK COBBLES 8" DRAIN PIPE TO CATCH BASIN DRAIN BASIN NOTES: 1. FOR L1 AND L2, SEE TABLE C24 DEWALK 2" WOODCHIP MULCH LAYER 18" BIORETENTION SOIL BIORETENTION SWALE E1 SECTION AT SIDE CURB CUT E SCALE: NTS C-2 N/AE AS NOTED D Qq 05/05/2017 J. STICK CITY OF HARRINGTON AVENUE NE PHASE II J. wiLsoN I SUNSET COMMUNITY -GREEN CONNECT- wI\I DATUM RENTON R. CHUNG "T `0 5 Planning/Building/Public Works Dept. DETAILS C-5 N0, REVISION BY DATE APPR °"o"`D. ATCHISON N'"""ccoxoxar Ems. 9 0f24 D-373109 T M r- y) N U) PAY ITEM LIMIT 8.28' 1' STATION CALLOUT CURB POINT A C-4 3" DEPRESSED r7 GUTTER CURB PROJECTED FACE OF CURB PLAN SLOPE TO / MATCH ROADWAY 1 STATION' CALLOUT CURB POINT B 12" DROP CONSTRUCT 18" WIDE CHANNEL WITH 3H:1V SIDE SLOPE AND 3" MINIMUM DEPTH 8" THICK SECTION COBBLES A SCALE: NTS INLET CURB CUT DETAIL_ SCALE: NTS C-2 PAY ITEM LIMIT CURB GUTTER —y m I DI ANI CURB (BEYOND) 5%_ 2" DROP BOTTOM OF SWALE 6.5 1 GUTTER 8" THICK COBBLES SECTION B SCALE: NTS — SIDE CURB CUT DETAIL SCALE: NTS C-2 E M., SAWCUT (IF WITHIN EXISTING PAVEMENT 12 SECTION) SEE ROADWAY SECTION TYP FOR PERMANENT PAVEMENT THICKNESS i NATIVE BACKFILL MATERIALS AS APPROVED r r r r r r r r r r rrrrrrrr rr BY THE ENGINEER, OR IMPORTED TRENCH rrr r rN/ BACKFILL COMPACTED TO 95% MAX DENSITY rrr r rN/ i r r r r r r r r i r STORM SEWER PIPE, SEE NOTE 2 GRAVEL BACKFILL FOR PIPE ZONE BEDDING OR BEDDING MATERIAL FOR FLEXIBLE PIPE, SEE NOTE 1 TYPICAL STORM SEWER TRENCH SECTION 3 SCALE: NTS C-2 qK9 W RECOMMENDED FOR APPROVAL BY BY PNO CB213 DETAIL_ SCALE: 1 "=2' C-2 REVISION mullI N -0010K UT (TYP.) DT' DIA. J. STICK J. WILSON xcck[°R. CHUNG BY DATE APPR P1O1ED. ATCMISON NOTES: 1. PIPE ZONE BEDDING AND BACKFILL FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 220.00 "PIPE COMPACTION DESIGN AND BACKFILL". 2. FOR STORM SEWER INVERT, DIAMETER, AND PIPE MATERIAL, SEE THE DRAINAGE PLANS AND PROFILES. 3. FOR STORM SEWER CROSSING UNDER EXISTING WATER LINE, BACKFILL WITH CONTROLLED DENSITY FILL FROM TOP OF STORM SEWER PIPE TO THE BOTTOM OF WATER LINE. BACKFILL THE TRENCH WITH CONTROLLED DENSITY FILL FOR A TOTAL DISTANCE OF 6 FEET CENTERED ON THE WATER LINE. 4. FOR TYPICAL TRANSVERSE TRENCH IN THE ROADWAY, SEE CITY OF RENTON STANDARD PLAN H032.1. 5. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARY PATCHED WITH 2" MINIMUM HOT MIX ASPHALT AT THE END OF EACH WORK DAY. 6. FINAL ASPHALT PATCH SHALL BE INSTALLED WITHIN 2 WEEKS OF FINAL INSPECTION. 7. FOLLOWING THE COMPLETION OF STORM AND WATER IMPROVEMENTS, AND ALL RELATED IMPROVEMENTS, THE CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT, SUBSTANDARD SUBGRADE MATERIAL, AND REPLACE IT WITH 6" SURFACING TOP COARSE AND 4" OF HOT MIX ASPHALT. 12" MIN. THICKNESS OF 2"-4" QUARRY SPALLS GRAVEL BACKFILL FOR DRAINS — EXISTING 12" SD I I FFSETTED KNOCKOUT (TYP.) X 1 N-am=K EXISTING 18" SD CB TYPE 2, 48" DIA. C132-18 DETAIL SCALE: 1 FINISHED GRADE IN FRONT OF WALL 1 6 w = x 0w W X Y Z < U Lio Y ofZ m w PERFORATED PIPE 6" MIN. NON —WOVEN GEOTEXTILE FOR KEYWAY UNDERGROUND DRAINAGE ROCKERY WALL SCALE: NTS C-2 EAS NOTED CITY OF °0/OS/201 RENTON HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTIONI DATUM w AT Planning/Building/Public Works Dept. DETAILS C-6 scene ..cc°x°ixar "" n °f a D-373110 E s 30' 14' z PERVIOUS CONCRETE BIORETENTION SWALE SIDEWALK 2 OR PLANTER C-4,C-5 0.5' o C-10 3; C(Jr 1.5% 0 EXISTING PARKING LOT VARIES 0.5' 5' PERVIOUS CONCRETE SIDEWALKVARIES 1.5% C-10 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STANDARD PLAN F-10.12-03 (TYP) - H-LINE 30' LANE 2% 6" HMA CL 1/2" PG 64-22 (TYP) 6" CSBC (TYP) COMPACTED SUITABLE BASE MATERIAL LANE STRIPING 16' LANE 15' LANE STRIPING 2% 6.0, PERVIOUS CONCRETE SIDEWAL C-10 1.5% 10' 12.5' LANE CnNCRFTF SInFWAl K ,-c ll--ill=III;-=11- STA 1 41 +61 .68 TO STA 1 42+65.84 TYPICAL SECTION STA 144+48.23 TO STA 145+43.40 CEMENT CONCRETE PEDESTRIAN CURB, SCALE: NTS C-8,,C 9 STA 1 47+56.20 TO STA 1 47+89.38 PER WSDOT STANDARD PLAN F-10.12-03 (TYP) 4" COMMERCIAL HMA STA 1 41 +61 .68 TO STA 1 42+83.84 STA 1 44+55.59 TO STA 1 45+ 1 3.1 3 STA 1 44+48.23 TO STA 1 45+97.57 STA 147+38.20 TO STA 147+89.38 H-LINE 30' 30' w 1 I 5 I b PERVIOUS CONCRETE PLANTER SIDEWALK 0.5' 1' C-10 3 C( 1.5% g.1 F\VV T _ 2% VARIES, 12.0' MAX LANE STRIPING O 2» HMA CL 1 /2" PG 64-22 TOPSOIL, SEE I- I -- I- I I- III- III ` COMPACTED SUITABLE BASE MATERIAL L-2 CEMENT CONCRETE 6" HMA CL 1/2" PG 64-22 (TYP) EXISTING PARKING LOT TRAFFIC CURB AND GUTTER, PER WSDOT STANDARD 6" CSBC (TYP) VARIES PLAN F-10.12-03 (TYP) 0.5' LANE STRIPING- 5' PERVIOUS CONCRETE SIDEWALKVARIES 1.5% C-10 II-- 11=1 I I -=III_ CEMENT CONCRETE PEDESTRIAN CURB, PER WSDOT STANDARD PLAN F-10.12-03 (TYP) 4" COMMERCIAL HMA STA 1 44+ 1 9.85 TO STA 1 44+55.59 chZ11".16. RECOMMENDED FOR APPROVAL BY BY VARIES, APPROX. 16 VARIES, 11' MAX 2% 1- I I - 1 1 1T -1 I I-1 I - 10' 12.5' LANE VARIES, 6' MAX 2%_ TYPICAL SECTION SCALE: NTS C-,8,C, 9 STA 142+83.84 TO STA 144+48.23 STA 145+97.57 TO STA 147+38.20 7.5' J 00 6.0' 7.5' PERVIOUS CONCRETE z SIDEWAL 0 C-10 3. O01 CONCRETE SIDEWALK 1 .5% MAX STA 144+26.31 TO STA 144+48.23 N/AE AS NOTED i9 CITY OF 05/05/2017 mRENTON HARRINGTON AVENUE NE PHASE II °°°°" B. HORN 7K J. WILSON DATUM . LL SUNSET COMMUNITY - GREEN CONNECTION G N. wE. EVANS T Planning/Building/Public Works Dept. TYPICAL ROADWAY SECTION C-7 N0, REVISION BY DATE APPR °"OiED. ATCHISON NdL PCoxoxar 11 ° f24 D- 373111 D-373112 M r- y) N n III, 147+01.03, 12. 0T16O' EX ROW LT LT •• u PR• rr r 0 H 14 2,mjIPale -• BIORETEXROW9"JUNIPER 4 I d I `.' !! Cd M a =-- - ---- ------ - ---• lid 1 t./% _ wmwi VA WE BEGIN QJ2 H144+48.23,- 'TEK ROW //FND GR INO SIGN 320 PAVING PLAN CONSTRUCTION NOTES O INSTALL PERVIOUS CONCRETE SIDEWALK, PER DETAIL C 0 L INSTALL CEMENT CONCRETE SIDEWALK, PER WSDOT STANDARD PLAN F-30.10-03 L INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STANDARD PLAN F-10.12-03 L4 INSTALL DRIVEWAY ENTRANCE, PER DRIVEWAY ENTRANCE AND CONNECTION TO SIDEWALK DETAIL C-10 L5 INSTALL PERPENDICULAR CURB RAMP TYPE A, PER WSDOT STANDARD PLAN F-40.15-03 66 CURB CUT, SEE SITE PLAN FOR TYPE AND LOCATION L7 INSTALL FULL DEPTH HMA PAVEMENT, PER DETAILS ON SHEET C-7 L8 INSTALL HOT MIX ASPHALT SIDEWALK TERMINAL, PER DETAIL C-11 O INSTALL THERMOPLASTIC CROSSWALK, PER CITY OF RENTON STANDARD PLAN 127 10 INSTALL STOP BAR, PER CITY OF RENTON STANDARD DETAIL H008 1 INSTALL SINGLE SKIP YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 12 INSTALL DOUBLE YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 13 INSTALL CEMENT CONCRETE PEDESTRIAN CURB, PER WSDOT STANDARD PLAN F-10.12-03 14 INSTALL 4" HMA PAVEMENT, PER SHEET C-7 15 PLANE AND OVERLAY, PER DETAILS ON SHEET C-7 16 MAILBOX INSTALLATION TYPE 1 PER CITY OF RENTON STANDARD DETAIL H027. H028. AND H029 315 GENERAL NOTES 1. SEE SITE PLANS AND LANDSCAPING PLANS FOR NON — PAVING ITEMS 310 LEGEND CEMENT CONCRETE SIDEWALK/DRIVEWAY ENTRANCE 4" COMMERCIAL HMA PAVEMENT PLANE AND OVERLAY CUT LINE FILL LINE 20 10 0 20 40 SCALE IN FEET V BROOKS CITY O F 05/05/201 RECOMMENDEDo e. 1•= 20 onaox.. ' 9sav FOR APPROVAL NIL HORN .0 RENTON HARRINGTON AVENUE NE PHASE II s BY J. WILSON SUNSET COMMUNITY - GREEN CONNECTIONzlmslm By " enE. BVANs lo 015 Planning/Building/Public Works Dept. PAVING PLAN xoC—g a N0. REVISION BY DATE APPR .1D6 sc.e .. ccoxoixar e ATCHISON 13 ` 24 D-373113 r I VARIES VARIES VARIES VARIES VARIES 0' TO 6' 6' TO 0' SEE PAVING PLANS 6' TO 0' 0' TO 6' S' 5' 7.5' M r- CEMENT CONCRETE DRIVEWAY ENTRANCE VARIES 6" CEMENT 6" TO 0" CONCRETE 6" CEMENT N p EXISTING DRIVEWAY _ VARIES _ 2% CONCRETE a°°°a°a°° °°° 4" CSBC TYP) SECTION A ORMENTHMA DRI EWAY, AS CRETE* TYP) 4" CSBC PER PLAN SECTIONSCALE: NTS C SCALE: NTS - 6' VARIES 6' TYPICAL PERVIOUS 3/8" EXPANSION JOINT PER WSDOT STANDARD PLAN F-30.10 SEE PAVING PLANS CONCRETE SIDEWALK CEMENT CONCRETE 6" CEMENT 4" PERVIOUS CEMENT DRIVEWAY ENTRANCE CONCRETE CONCRETE SIDEWALK 5' PLANTER SECTION 4 CSBC TYP) B AGGREGATE BASE 6' VARIES 6' SCALE: NTS - SEE PAVING PLANS 3 0% m CUT 2% CEMENT CONCF OR HMA DRIVE\ PER PLAN CEMENT PERVIOUS CONCRETE CONCRETE SIDEWALK p CEMENT CONCRETE DRIVEWAY ENTRANCE, p L CEMENT CONCRETE L PLANTER DRIVEWAY ENTRANCE CEMENT CONCRETE CURB AND GUTTER PLAN DRIVEWAY ENTRANCE AND CONNECTION TO SIDEWALK DETAIE(-T- SCALE: NTS C-8 3;1 CONSTRUCTION GEOTEXTILE -yl FOR UNDERGROUND L_- _ -J DRAINAGE, CLASS A - III III, MODERATE SURVIVABILITY, PER NOTE 4 COMPACTED SUITABLE BASE MATERIAL AS PER NOTE 1 4" PERVIOUS CEMENT CONCRETE MINIMUM 8" AGGREGATE BASE WITH A LEVEL BOTTOM 1/2" LIP DEPRESSED CEMENT CONCRETE CURB GUTTER NOTES: 1. THE SUBGRADE SHOULD BE COMPACTED TO 90 TO 92 PERCENT STANDARD COMPACTION OR AS APPROVED BY THE ENGINEER. 2. INSPECTION REQUIRED FOR FORMS AND SUB GRADE APPROVAL BEFORE POURING CONCRETE. 3. MATCH JOINTS ON SIDEWALK WITH JOINTS ON THE CURB AND GUTTER AT 10' O.C. 4. APPLY SEPARATION GEOTEXTILE ON SIDES. EXTEND GEOTEXTILE ABOVE PERVIOUS CONCRETE SIDEWALK. AFTER PAVEMENT HAS CURED AND ADJACENT FINISHED GRADE HAS BEEN STABILIZED, TRIM SEPARATION GEOTEXTILE TO BOTTOM EDGE OF SIDEWALK. 5. FOR PERVIOUS CONCRETE SIDEWALK TRANSITION AT DRIVEWAY, SEE e SECTION SCALE: NTS 4" PERVIOUS CEMENT CONCRETE SIDEWALK MINIMUM 8" AGGREGATE BASE WITH A LEVEL BOTTOM VARIES TYP 15' BERM, PER NOTE 1 ON CENTER 1:1 (TYP) 0 PERVIOUS CONCRETE SIDEWALK DETAIL rf SCALE: NTS C- j 9 i RECOMMENDED o NSA EAS NOTED °" 1ONi ws^'' i9 05/05/2017 FOR APPROVAL , cvcxmg HORN CITY OF HARRINGTON AVENUE NE PHASE II `°°" BY . wi soN RENTON SUNSET COMMUNITY -GREEN CONNECTIOI\I1chzlmslm By xEDE. EVANS Planning/Building/Public works Dept. PAVING DETAILS WICxo 10 o NO, REVISION BY DATE APPR sc.e ..cc°xoixar eD. ATCHISON m. 14 °r.4 D-373114 D-373115 H 141+50.72, 76.91' LT lr_ 3 N H 141+36.50, 761.$ II1' LT. LTH141+39.61, 41.1' I S END 2 MATCH EXISTING I H 141 +36.42, 32.00' T BEGIN H 1 41 +37.21 , 31 .33' L BE IN 20 V_ r= EX "" ROCKERY I H 141 +63.10, 57.27' LT i I I I I 00 I Z PC- 1/4 H 141+ 14. LT 312.57 I A R25 w-----w---- 'w-- _ u) - T- W-----W-----w---1-W . H 141 +73.46, 15162' LT 312.28 3/4HARRINGTONAVENEH141+79.69, 10.10' RTI 141 +00 H-LINE PT- H 141 +73.68, 12.0 RT G-----G---G-----G- -G PC CH2O4`- HELD FOR CL OF NE 8TH PL L EX ROW D 9 111H. V I - - 41 31, 45.40' LT 141 +63.30. 42.83' LT H 141 +64.80, 42.83' LT BEGIN ( H 141 +68.80 42.83' LT TWIN 9", 12" ALDER H 1 41 +66.15 25.44' LT L{V 312 48 H 141 +76.32, 29.00' LT H 141 +92.78, 10.00' LT ELEV 312.07 BEGINO EX ROW H 142+02J BEGIN O V W-. lolls] 0 CURB RETURN GUTTER LINE ELEVATIONS CURB LOCATION STATION OFFSET ELEVATION PC H 141+64.25 35.01' LT 312.80 1/4 H 141+65.92 26.02' LT 312.49 A 1 /2 H 141 +71 .57 17,33' LT 312.32 3/4 H 141 +79.68 1 1.90' LT 312.21 PT H 141 +89.25 10.00' LT 312.11 PC H 141+84.69 10.11' RT 311.99 1 /4 H 141 +94.23 12.02' RT 311.85 B 1 /2 H 142+02.31 17.42' RT 311.45 3/4 H 142+07.72 25.51' RT 311.07 PT H 142+09.64 35.05' RT 310.40 PC H 142+36.00 32.16' RT 310.36 1 /4 H 142+38.64 23.50' RT 310.94 C 1 /2 H 142+44.19 16.34' RT 311.07 3/4 H 142+51.93 11.64' RT 311.14 PT H 142+60.84 10,00' RT 311.04 PT H 142+01.78 0.00' RT BEGIN (1-1) PC .+. 00. 14 B 1/2 3/4 PT 1-2-.. C',--.-.---G-- c V V D o L ELEV 310.94 7 3 III_ END (Z 3/14 /4 H 14P+51.46, 22.54' RT N _ PT . H 141 +77.60, 22.36' RT I' f°C' w H 141 +92 87 1 1 50' T p O w ELEV 311.87 r O V END O H 1 42+05.77, 1 .74' RT $" DIA ELEV 311.26 6.4' POST ONLYBEGIN0NOSIGN H 142+02.54, 43.44' RT H 142+09.03 50.05' RT END H 142+09.53, 50.05' RT END O HARRINGTON AVE NE & NE 8TH PL INTERSECTION DETAIL LL SCALE: 1 `10' C-8 LH 142+35.37, 37.69' RT BEGINO IR H 142+34.41 , 37.58' RT H 142+38.35, 49.55' RT s 10 5 0 10 20 9 p140 W, SCALE IN FEET aR°°Ks CITY 0 FRECOMMENDEDASNOTED oEonao".. sav ss, i9 FOR APPROVAL cvc"mg HORN RENTON BY J. WILS°N I I DATUM p* ` C442"Ims'. BY VLL 5 Plannn uldin ublc WorksDept. EOE. EVANS i9/Bi9/Pi a NO, REVISION BY DATE APPR o` p. ATCHISON s PAVING PLANCONSTRUCTION NOTES O1 INSTALL PERVIOUS CONCRETE SIDEWALK, PER DETAIL L2 INSTALL CEMENT CONCRETE SIDEWALK, PER WSDOT STANDARD PLAN F- 30.10-03 L3 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STANDARD PLAN F-10.12-03 L4 INSTALL DRIVEWAY ENTRANCE, PER DRIVEWAY ENTRANCE AND CONNECTION TO SIDEWALK DETAIL C-10 L5INSTALLPERPENDICULAR CURB RAMP TYPE A, PER WSDOT STANDARD PLAN F- 40.15-03 L6 CURB CUT, SEE SITE PLAN FOR TYPE AND LOCATION L7 INSTALL FULL DEPTH HMA PAVEMENT, PER DETAILS ON SHEET C-7 INSTALL HOT MIX ASPHALT SIDEWALK TERMINAL, PER DETAIL C- 11 OINSTALLCROSSWALK, PER CITY OF RENTON STANDARD PLAN 127 10 INSTALL STOP BAR, PER CITY OF RENTON STANDARD DETAIL H008 1 INSTALL SINGLE SKIP YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 12 INSTALL DOUBLE YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 13 INSTALL CEMENT CONCRETE PEDESTRIAN CURB, PER WSDOT STANDARD PLAN F- 10.12-03 14 INSTALL 4" HMA PAVEMENT, PER SHEET C-7 15 PLANE AND OVERLAY, PER DETAILS ON SHEET C-7 16 MAILBOX INSTALLATION TYPE 1 PER CITY OF RENTON STANDARD DETAIL H027, H028, AND H029 GENERAL NOTES 1. SEE SITE PLANS AND LANDSCAPING PLANS FOR NON -PAVING ITEMS LEGEND FULL DEPTH HMA PAVEMENT PERVIOUS CONCRETE SIDEWALK DETECTABLE WARNING PLATE CEMENT CONCRETE SIDEWALK/ DRIVEWAY o ° ENTRANCE 4" COMMERCIAL HMA PAVEMENT PLANE AND OVERLAY CUT LINE FILL LINE BREAK LINE 05/ 05/2017 HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION o. INTERSECTION DETAILS Em: 16 0•: 24 D-373116 T H 145+24.54, 4285' LT I N--MEW N 33.95' LT H 145+25.03, 48.86' LT END45+38.38 j I ILT i H10 45+39.03, 14.59' LT _ 306 .64 H 145+20.54, 42.85' LT END45+25.07, 48.85 iO I I H 145+49.1 3, 49.27' LT I r- I 34.20' LT EX ROW i I H 145+49.33, 41.72' LT i W H 145+50.30 41,71' LTBEGINS+26.37 10 I I I BEGINO H 145+50.83, 41.71' _1 29.50' LT 8 i I I I BEGINOEND45+13.13, I4I H 145+54.83, 41.68' LT H 145+13.13, 29.00' LT 96, 22.39' LT END 13 4. i I ELEV 306.60 H 145+17.82, 17.34' LT ELEV 306.97 O PTa I I H '1454C2.37, 29.00' LT H 145+17.67 17.22' LT I P \ EX ROW 306.97 H 145+01.83, 24.00' LT 1 F I ----- O CURB RETURN - GUTTER LINE ELEVATION'S - CURB LOCATION STATION OFFSET ELEVATION PC H 144+49.32 9.99' RT 307.90 1 /4 H 144+58.1 1 1 1 .59' RT 307.62 D 1 /2 H 144+65.78 1 6.17' RT 307.34 3/4 H 144+71.34 23.16' RT 307.07 PT H 144+74.10 31.65' RT 306.46 PC H 144+95.82 30.51' RT 306.52 1 /4 H 144+98.82 22.40' RT 306.65 E 1 /2 H 145+04.40 15.80' RT 306.78 3/4 H 145+11.90 11.49' RT 306.91 PT H 145+20.42 10.00' RT 306.95 PC H 145+00.10 10.00' LT 307.18 1/4 H 145+12.20 13.01 RT 307.02 F 1 /2 H 145+21 .74 22.50 RT 307.01 3/4 H 145+23.20 25.47 RT 307.04 PT H 145+25.09 35.05' LT 307.25 PC H 145+50.25 35.65' LT 307.20 1 /4 H 145+52.1 1 26.04' LT 306.72 G 1 /2 H 145+57.52 17.88' LT 306.44 3/4 H 145+65.64 12.42' LT 306.10 PT H 145+75.25 10.50' LT 305.93 ENDO R2g- I /4 H 145+58.36 16.93' LT H 145+09.67, 11.91' LT i SD- D 306.40 ELEV 307.06 I3/4 7 se^ - - - SD -- I H 1 45+75.25, 24,00' LT O BEGINOH145+01.83, 10.28' LT BEGIN L9 BEGIN O I w- I H 145+75.25, ENDO 11.00' LT H 145+02.97, 0.00' RT 4 I h ENDO11 w- - - - - yWL _ - w -- w- - H 145+75.25 6.50' LT Pc I HARRINGTON I AVE NE I 34 PT H 145+25.42, 10.00' RT I H 145+60.79 0.00' RT H 144+54.67, 22.44' RT i pC I d BEGIN 11 1 4 / 1 /2 1.45+000 H-LINE ` NPC 3/.4 p i G----G----.-G--PN p • F 1 /2 G I H 145+75.25, 0.00' LT V ss- - - - s s - - H 145+55.AA 0.00' IT H 144+68.93, 19.48' 1/4 ELEV 307.24 3/4, / , R F D M I C BEGIN 15 D \ H o 12.00' RT H 145+55.44 11.00' RT BEGINO9 O o EACT 4' NTH ST W PSE" H 144+65.06, 29.89' RT H 145+20.00, 22.50' RT 1 EX ROW H 144+73.26, 29.96' RT H 145+20.29, 22.63' RT ENDO H 145+43.40, 16.00' RT H 145+20.89, 36.12' RT PT H 144+74.10 31.65' RT MATCH EXISTING PT O H 144+74.77 29.86' RTEND3 H 145+15.53, 25.47' RT H 145+43.40 END O 16,50' RT H 144+95.03 29.60' RT H 145+15.85, 36.54' RT BEGIN O1H144+95.82, 30.51' RT MATCH EXISTING PC BEGINO H 142+36.38, 33.41' RTBEGINO H 1 45+08.24, 29.82' RT H 145+00.59, 19.77' RT H 145+11.90, 11.49' RT ELEV 306.70 ELEV 306.91 O O END Og END O9 HARRINGTON AVE NE NE 8TH ST INTERSECTION DETAIL LL SCALE: 1 "=1 0' C-g 10 5 0 10 20 W. _ w`h'G._ SCALE IN FEET ti G. BROOKS CITY 0 FRECOMMENDEDoEASNOTED onaox.. sav ss, i9 FOR APPROVALIW cvc"me HORN x.o RENTON o BY max" J. WILSON m FF xEo . DATUMzmsl. BY "`cE. EVANs " `"` Planning/Building/Public Works Dept. a A N0, REVISION BY DATE APPR ._ sc.e ..ccoxoixar D. ATCHISON PAVING PLAN CONSTRUCTION NOTES O1 INSTALL PERVIOUS CONCRETE SIDEWALK, PER DETAIL L2 INSTALL CEMENT CONCRETE SIDEWALK, PER WSDOT STANDARD PLAN F-30.10-03 L3 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STANDARD PLAN F-10.12-03 O INSTALL DRIVEWAY ENTRANCE, PER DRIVEWAY ENTRANCE AND CONNECTION TO SIDEWALK DETAILC-10 L5 INSTALL PERPENDICULAR CURB RAMP TYPE A, PER WSDOT STANDARD PLAN F-40.15-03 L6 CURB CUT, SEE SITE PLAN FOR TYPE AND LOCATION L7 INSTALL FULL DEPTH HMA PAVEMENT, PER DETAILS ON SHEET C-7 INSTALL HOT MIX ASPHALT SIDEWALK TERMINAL, PER DETAIL I-) O INSTALL CROSSWALK, PER CITY OF RENTON STANDARD PLAN 127 10 INSTALL STOP BAR, PER CITY OF RENTON STANDARD DETAIL H008 1 INSTALL SINGLE SKIP YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 12 INSTALL DOUBLE YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 13 INSTALL CEMENT CONCRETE PEDESTRIAN CURB, PER WSDOT STANDARD PLAN F-10.12-03 14 INSTALL 4" HMA PAVEMENT, PER SHEET C-7 15 PLANE AND OVERLAY, PER DETAILS ON SHEET C-7 16 MAILBOX INSTALLATION TYPE 1 PER CITY OF RENTON STANDARD DETAIL H027, H028, AND H029 GENERAL NOTES 1. SEE SITE PLANS AND LANDSCAPING PLANS FOR NON -PAVING ITEMS LEGEND FULL DEPTH HMA PAVEMENT PERVIOUS CONCRETE SIDEWALK DETECTABLE WARNING PLATE CEMENT CONCRETE SIDEWALK/DRIVEWAY o ° ENTRANCE 4" COMMERCIAL HMA PAVEMENT PLANE AND OVERLAY CUT LINE FILL LINE GRADE BREAK 05/05/2017 HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION o. INTERSECTION DETAILS Em: 17 0•:24 D-373117 T M r- y) N U) 17 H 147+76.37, 24.40LT H 147+69.79, 29.00' LT H 147+72.54, 12.72' LT ELEV 302.49 BEGIN L9 EX ROW- H 147+61.20. 24.00' LT H 147+61.20, 10.50' LT BEGIN O PC H 147+64.80, 0.00' RT END 12 PC H 147+72.98, 12.83' F ELEV 302.82 O END L9 H 147+63.78, 22.50' F EX H 147+84.52, 25.41' F ELEV 302.19 O CA02nn OI 1 i END O H 147+86.38, 39.96' END O 51 LT- I N ji I I I II z z I I I I 4 - - 1- e C W II PT I N EX ROW j I j jii- 1I4 4 j LIj LI LI I I SD I I LOW 2 w----- W--- N 1 I NI HARRINGTON AVE NE N I I- =ENE 1148+ 01 7 4 1 / z I I r L- I--SD I I 2" MPE IP PSE-G ss---- is ss------- 3j4 11 ILI J jl I 1 I EX ROW I PT jl 1 N H 147+89.38, 39.99' RT END O HARRINGTON AVE NE & NE 7TH ST INTERSECTION DETAIL LL SCALE: 1 "=10' C-9 RECOMMENDED FOR APPROVAL BY BY G N0, I REVISION O CURB RETURN - GUTTER LINE ELEVATIONS CURB LOCATION STATION OFFSET ELEVATION PC H 147+61.20 10.00' LT 302.69 1 / 4 H 147+70.77 1 1 .90' LT 302.52 H 1 /2 H 147+78.88 17.32' LT 302.36 LOW H 147+83.23 23.17' LT 302.65 3/ 4 H 147+84.30 25.42' LT 302.28 PT H 147+86.20 34.98' LT 302.44 PC H 147+61.20 10.00' RT j 303.00 1 / 4 H 147+70.85 1 1 .84' RT 302.86 1 / 2 H 147+79.05 17.26' RT 302.55 3/ 4 H 147+84.52 25.41' RT 302.19 PT H 147+86.43 35.05' RT 301.72 BROOKS cvcxmg HORN J. WILSON xcc"[ oE. EVANS BY DATE APPR . "D. ATCHISON 10 5 0 10 20 SCALE IN FEET E NOTED x1ZONi vDs i ASDATUM sa _ CITY OF RENTON Planning/ Building/Public Works Dept. O1 INSTALL PERVIOUS CONCRETE SIDEWALK, PER DETAIL L INSTALL CEMENT CONCRETE SIDEWALK, PER WSDOT STANDARD PLAN F-30.10-03 L INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STANDARD PLAN F-10.12-03 L4 INSTALL DRIVEWAY ENTRANCE, PER DRIVEWAY ENTRANCE AND CONNECTION TO SIDEWALK DETAIL c-z L5 INSTALL PERPENDICULAR CURB RAMP TYPE A, PER WSDOT STANDARD PLAN F-40.15-03 L6 CURB CUT, SEE SITE PLAN FOR TYPE AND LOCATION L7 INSTALL FULL DEPTH HMA PAVEMENT, PER DETAILS ON SHEET C-7 L8 INSTALL HOT MIX ASPHALT SIDEWALK TERMINAL, PER DETAIL C-11 L9 INSTALL CROSSWALK, PER CITY OF RENTON STANDARD PLAN 127 10 INSTALL STOP BAR, PER CITY OF RENTON STANDARD DETAIL H008 1 INSTALL SINGLE SKIP YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 12 INSTALL DOUBLE YELLOW CENTER LINE, PER CITY OF RENTON STANDARD DETAIL H001 13 INSTALL CEMENT CONCRETE PEDESTRIAN CURB, PER WSDOT STANDARD PLAN F-10.12-03 14 INSTALL 4" HMA PAVEMENT, PER SHEET C-7 15 PLANE AND OVERLAY, PER DETAILS ON SHEET C-7 16 MAILBOX INSTALLATION TYPE 1 PER CITY OF RENTON STANDARD DETAIL H027, H028, AND H029 17 INSTALL PARALLEL CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.12-03 GENERAL NOTES SEE SITE PLANS AND LANDSCAPING PLANS FOR NON - PAVING ITEMS LEGEND FULL DEPTH HMA PAVEMENT PERVIOUS CONCRETE SIDEWALK DETECTABLE WARNING PLATE CEMENT CONCRETE SIDEWALK/DRIVEWAY o ° ENTRANCE 4" COMMERCIAL HMA PAVEMENT PLANE AND OVERLAY CUT LINE FILL LINE BREAK LINE 05/ 05/201 HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION o- INTERSECTION DETAILS C - 1 4 D- 373118 r FOR EX TREES REMAIN — SEE CIVIL LEGEND DRAWINGS, TYP J I d BIORETENTION GROUNDCOVERII2BIORETENTIONPLANTINGSECTIONTYPFORPROPERTY N I L-3 RESTORATION AT 1777777777771 00 THIS LOCATION, SEE SOD INSTALLATION Ly 61 IV1L DWGS Z 6' = I OFFSETPOPRTY STI DRIVEWAY mum 3RFT EBACKROFTSIDEWALKESORATIONETOMATED FROM EX ROW FROM — SEE CIVIL CONSIST OF 3" DEPTH TOPSOIL P I WATER / TYPE A & SOD I ETERROCKERYWATER M i VE ® PROPERTY RESTORATION ESTIMATED N 3 FT BACK OF SIDEWALK TO OF 3" DEPTH TOPSOIL vv — — — — — w— — $ 4- — w— — — o TYPE CONSIST A AND 3" DEPTH OF WOOD a•••••••aeeeW— — — — — w— — — — — w— + CHIP MULCH. RESTORE DISTURBED W— — — — — — w— N— — — T — W— _ W SHRUBS TO MATCH EX SPECIES W/ 10' W MIN 5 GAL SIZE NURSERY GROWN PLANTS. SEE DETAIL 3/L-3 AVE HARRINGTON NE — — — — Df#IVEWAY G----- oU---- I G_ G — G— -I-- — — 11G— — — — — G— — — — G— — — — WOOD CHIP MULCH ONLY AT TREE LOCATIONS uu IIIL RECYCLED PLASTIC LUMBER EDGING QD uuuu` uuuuLnWo PLAN NOTES o / U f 1. STREET TREE LAYOUT SHALL COMPLY WITH r' / / / / / / / / / / / / / THE FOLLOWING CITY OF ENTS: MINIMUM b3' / CLEARANCES & REQUIREMENTS: N' / / / \ / \ / \ / \ / \ / / / / A. 40 FEET OFFSET FROM STOP SIGNS. B. 10 FEET OFFSET FROM DRIVEWAYS (MEASURED FROM EDGE OF DRIVEWAY AT CURB). C. 30 FEET FROM STREET LIGHTING. 2. REFER TO CIVIL DWGS FOR PROTECTION OF I EXISTING TREES. EX ROW l I I I I IL 2 DECIDUOUS TREE L-2 PLANTING, TYP FOR EX TREES TO O I U) FOR PROPERTY I 0 1 SOD SOIL REMAIN — SEE CIVIL I I I = RESTORATION AT L-2 PREPARATION, TYP DRAWINGS, TYP I N THIS LOCATION, SEE I Lu CIVIL DWGS I I o PPROXIMATE 0 1 W I W / / / / EX ROW OCATION OF I I I I Z RETAINING WALL O + — ( I EX ROW o C; n o I IO — WN7I a + --w — — — W---- W— —— w --- ww _ w BIORETENTION SWALE25' OO II w----- w----- 4925 k BIORETENTIONSWALE4- w---- r------------------------ a G— _ HARRINGTON AVE NE I T G G----G---- G----- G— G— GI- i G{ty I I-- 7r ---- --- V N .a — -- G O — i t— IG G. x —ss-- s — -- _-- _ —_ 5ss --- —}---- I — I I I/ PLAYGROUND I I I EX ROW o I EX ROW a I a I I I I 20 10 0 20 40 OF WAS& E 'J \ Er nv^ o/v/ SCALE INFEET 211111 LAKE AVE. NORTH AP S\' 1 I'//. ? upve'c°. 1x 6EATTLE, WA 90109 % VV VVVI CITY OF op O5/ 05/1 P 206.602.3061 pM1ona RECOMMENDED AS NOTED oa zorR ws63ias 206. 602.320.6 fax FOR APPROVAL • a • E51GNE0D. KOONTS ° HARRINGTON AVENUE NE PHASE I L0B'°" RENTON s By h " " a. scHNEiOER DnruM SUNSET COMMUNITY - GREEN CONNECTION N. 2y, PWN6 8 ,r xecxcoE. PARKER Planning/Building/Public works Dept. PLANTING PLAN — BY FO 67G mvaaho sc+u nccovoi"cr snm or LANDSCAPE ARCHITECTURE <a.,,...,. aavi¢inNPvnnrFoPPaD-373119 T 00 r- CM N U) PLANTING SCHEDULE SYM QTY SCIENTIFIC/COMMON NAME SIZE/REMARKS TREES 2" CAL; B&B; FULL, WELL BRANCHED 4 Tilia americans 'Redmond' WELL ROOTED. STREET TREE GRADE. Redmond American Linden SIX (6) FOOT BRANCHING HEIGHT. PROVIDE ONE SELF —IRRIGATING WATER BAG PER TREE (GATOR BAG). SHRUBS O 44 Spiraea betulifolia var. lucida / 2 GAL CONT; FULL, WELL ROOTED & SHINY —LEAVED SPIREA WELL BRANCHED. (MIN. 18" OFFSET) 0 73 Berberis thunbergi 'Crimson Pygmy' ('Atropurpurea Nana') / 2 GAL CONT; FULL, WELL ROOTED & CRIMSON PYGMY DWARF JAPANESE BARBERRY WELL BRANCHED. (MIN. 18" OFFSET) 0 41 Prunus laurocerasus 'Mt Vernon'/ 2 GAL CONT; FULL, WELL ROOTED & MT VERNON LAUREL WELL BRANCHED. (MIN. 18" OFFSET) BIORETENTION GROUNDCOVER 190 Iris douglasiana / PACIFIC COAST IRIS * BARE ROOT; TRIANGULAR SPACING AT 12" OC. FULL & WELL ROOTED L-3 190 Juncus patens "Elk Blue' / ELK BLUE RUSH * 4" POTS; TRIANGULAR SPACING AT 190 Juncus effusus / COMMON RUSH * 12" OC; FULL & WELL ROOTED; 190 Juncus tenuis / SLENDER RUSH INTERMIX ALL BIORETENTION GROUNDCOVER 177777771 2,022 SF SOD INSTALLATION SEE SPECIFICATIONS 2,610 SF PROPERTY RESTORATION (SOD) SEE SPECIFICATIONS 266 SF PROPERTY RESTORATION (PLANTING) SEE SPECIFICATIONS LEGEND 158 LF RECYCLED PLASTIC LUMBER EDGING L-3 PLANTING ABBREVIATIONS NO NUMBER EX EXISTING PERCENT GAL GALLON AND HT HEIGHT AT MAX MAXIMUM APPROX APPROXIMATE MDD MAXIMUM DRY DENSITY B&B BALLED AND BURLAPPED MIN MINIMUM CAL CALIPER LF LINEAR FEET CLR CLEAR OC ON CENTER CONIC CONCRETE PREP PREPARATION CONST CONSTRUCTION QTY QUANTITY CONT CONTAINER SCH SCHEDULE DIA DIAMETER SF SQUARE FEET DWGS DRAWINGS SPECS SPECIFICATIONS EA EACH SO SQUARE ENG ENGINEER SYM SYMBOL EQ EQUAL TYP TYPICAL W/ WITH PLANTING NOTES 1. ANY DISCREPANCIES W/ THE DWG AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF ENG PRIOR TO PROCEEDING W/ CONSTRUCTION. 2. PLANTING DRAWING IS BASED UPON BASE DRAWINGS DATED APRIL 06, 2017. PREPARED BY: CH2MHILL. 3. CONTRACTOR SHALL LAYOUT PLANT MATERIAL ON SITE FOR ENG REVIEW & APPROVAL PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL CONFIRM PLANT QUANTITIES FOR ENTIRE PROJECT PRIOR TO PLANT PROCUREMENT. LEVEL WITH TOP OF ADJACENT CURB, PAVING, OR UNDISTURBED EXISTING _ FINISH GRADE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% STEP 1 MAXIMUM DRY DENSITY INSTALL SOD STEP 2 STEP 3 STEP 4 STEP 5 SECTION SOD SOIL PREPARATION NOT TO SCALE WOOD CHIP MULCH SHALL BE 6 FT SO AND EXTEND FROM BACK OF CURB TO EDGE OF SIDEWALK. ADJUST SO WHERE CURB BULBS OCCUR PER PLAN SOD OR BIORETENTION PLANTING, SEE PLAN TREE TRUNK 0 I i UNDISTURBED EX SOIL OR EX —1-- APPROX SOIL COMPACTED TO 85% MDD, THREE TIMES VERIFY POSITIVE DRAINAGE DIA OF PRIOR TO CONSTRUCTION ROOTBALL NOT TO SCALE SECTION STEP 1 EXCAVATE EXISTING SOIL TO 6" DEPTH BELOW ADJACENT CURB OR UNDISTURBED EXISTING FINISH GRADE. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. REMOVE SUBBASE FILL MATERIAL FROM PLANTING AREA AND PROVIDE SUBGRADE PERCOLATION TEST PRIOR TO PROCEEDING TO STEP 2. STEP 2 INSTALL 3" OF TOPSOIL TYPE A, SEE SPECIFICATIONS. STEP 3 SCARIFY OR ROTOTILL TOPSOIL TYPE A TO A MIN 6" DEPTH. COMPACT TO 85% MAX DRY DENSITY BY ROLLING. ENG SHALL REVIEW & APPROVE SCARIFICATION AND COMPACTION PRIOR TO PROCEEDING TO STEP 4. STEP 4 INSTALL MINIMUM 3" DEPTH OF TOPSOIL TYPE A. COMPACT TO 85% MAX DRY DENSITY PRIOR TO LAYING SOD. ENG TO REVIEW & APPROVE SOIL PLACEMENT, COMPACTION, AND FINISH GRADE PRIOR TO PROCEEDING TO STEP 5. STEP 5 LAY SOD. NOTES: 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2. PROVIDE MIN 2% SLOPE AWAY FROM SIDEWALK FOR POSITIVE DRAINAGE. 8 SIDEWALK TREE TRUNK RECYCLED PLASTIC LUMBER EDGING, TYP L-3 Y2"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE OR APPROVED EQUAL), SECURE TO TREE STAKE 0 x W/ #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER. SECURE LOOP WITH CURB OVERHAND SLIPKNOT, PULLED AGAINST A SECOND PLAN OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE 2) 2" DIA WOOD DOWELED TREE STAKES W/ CHAMFERED TOP 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL WEBBED FABRIC TAPE SELF —WATERING BAG TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" WOOD CHIP MULCH DEPTH. KEEP MULCH 2 INCHES AWAY FROM TREE TRUNK. FINISH GRADE PRIOR TO PLACING z a WOOD CHIP MULCH a- 0 BACKFILL W/ TOPSOIL TYPE A 34' FULL, THOROUGHLY WATER SETTLE PRIOR TO PLACING FINAL Ya TOPSOIL TYPE A ON TOP 1:1 MAX SLOPE ON SIDES OF PLANTING HOLE, SCARIFY SIDES AND BOTTOM OF PLANTING HOLE CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL. COMPLETELY REMOVE NURSERY FABRIC GROW BAGS. CUT BURLAP FROM TOP Ya OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT. REMOVE ITEMS AFTER PLACING 215 WESTL E AVE. NORTH a\ ISEAT 2: WA 98109 V V CITY OF OS OS i 7 206.662.3051 pM1°ne RECOMMENDED scn AS NOTED °"' zo"* °9s'a°vso, / / 266.662.3245 %x FOR APPROVAL • a • o. KDONTS HARRINGTON AVENUE NE PHASE II BY m "" e. scHNeioeR DATUM RENTON SUNSET COMMUNITY - GREEN CONNECTION w BYFp Bs7ExP. pG E. PARKER Planning/Building/Public Works Dept. PLANTING SCHEDULE, LEGEND, -2 LANDSCAPE ARCHITECTURE gNpgCAPE P No, REVISION BY DATE APPR PPwj, VONc ABBREVIATIONS, NOTES & DETAILS 20 °" 24 D-373120 T CM r- M f\ N U) J m 0 0w 3" DEPTH WOOD CHIP MULCH, INSTALL TOP OF MULCH FLUSH WITH TOP OF ADJACENT CURB, PAVING OR EXISTING FINISH GRADE LEVEL WITH TOP OF ADJACENT CURB, PAVING, OR FINISH F---1 GRADE OF BIORETENTION PER CIVIL I I DWGS I I I I I I UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% STEP 1 MAXIMUM DRY DENSITY NOT TO SCALE SECTION SHRUB & GROUN NOT TO SCALE INSTALL PLANTS SECTION TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" WOOD CHIP MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE AND BASE OF PLANT STEM FINISH GRADE PRIOR TO PLACING WOOD CHIP MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING 1:1 SLOPE ON SIDES OF PLANTING HOLE BACKFILL W/ BIORETENTION SOIL. SEE L-3 UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER, 12" LARGER THAN DIA OF ROOTBALL FOR SHRUBS VER PLANTIN! STEP 6 V. 00 STEP 1 EXCAVATE EXISTING SOIL TO 21" DEPTH BELOW ADJACENT CURB OR UNDISTURBED EXISTING FINISH GRADE. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. REMOVE SUBBASE FILL MATERIAL FROM PLANTING AREA AND PROVIDE SUBGRADE PERCOLATION TEST PRIOR TO PROCEEDING TO STEP 2. STEP 2 INSTALL LIFT 1: 4" OF BIORETENTION SOIL MIX PER SPECIFICATION. STEP 3 SCARIFY OR ROTOTILL LIFT 1 OF SOIL TO A MIN 6" DEPTH. COMPACT TO 85% MAX DRY DENSITY. ENG SHALL REVIEW & APPROVE SCARIFICATION AND COMPACTION PRIOR TO PROCEEDING TO STEP 4. STEP 4 INSTALL MINIMUM 14" DEPTH OF BIORETENTION SOIL MIX. INSTALL IN 2 EQ LIFTS & COMPACT EACH LIFT TO 85% MAX DRY DENSITY PRIOR TO PLACING ADDITIONAL LIFT. REVIEW FINISH GRADE WITH ENG PRIOR TO PLANTING. ENG TO REVIEW & APPROVE LIFT PLACEMENT AND COMPACTION PRIOR TO PROCEEDING TO STEP 5. STEP 5 INSTALL PLANTS PER DETAILS. 3 5 L-3 L-3 STEP 6 INSTALL 3" DEPTH WOOD CHIP MULCH. NOTE: 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. SOD LAWN FINISH GRADE 1" BELOW TOP OF EDGING RECYCLED PLASTIC LUMBER EDGING; FLUSH WITH FINISH GRADE OF LAWN; 2" X 6" AT TREES; PROVIDING LENGTHS NEEDED PER PLAN AT BIORETENTION AREA PLANTING BED 3" DEPTH WOOD CHIP MULCH INSTALL TOP OF MULCH FLUSH TOP OF EDGING TREE OR SHRUB PLANTING AREA II II "II-11 (2) GALVANIZED STAPLES PER STAKE III I -I COMPACT SUBGRADE 4 REBAR 2'-0" OC SECTION RECYCLED PLASTIC LUMBER EDGING44NOTTOSCALE NOTES: 1. INSTALL CONTAINER PLANTS PER DETAIL 3/L-3. INSTALL BARE ROOT PLANTS PER DETAIL 5/L-3. 2. TAKE CARE TO NOT UNDERMINE CURBS, ROAD, & WALKWAYS. CONIC CURB & STREET, SEE CIVIL DWGS SECTION BIORETENTION PLANTING SECTION NOT TO SCALE 215 WESTLAKE AVE. NORTH V U V 2 pxmcp. LE. SEATTLE, WA 9E109 y ( 206.5a2.3051 phone RECOMMENDED AS NOTED zos.saz.aza5 %x FOR APPROVAL a nsmxepD. KOONTS I. ti BY Pm U " anw B. SCHNEIDER I IDATUM BY FQ 4667EXP. CGS necxepE. PARKER I` i•oNEn1NeX l LANDSCAPE ARCHITECTURE ANp3CPIP P NO, REVISION BY DATE APPR PPw°`— LE AOcc"c'" voNc NOTES: 1. PLANT THE RHIZOME HORIZONTALLY IN THE SOIL SO THAT THE ROOTS ARE SPREAD DOWNWARDS OVER THE MOUND, AND THE BUD(S) ARE FACING UPWARDS. 2. TAMP THE PLANTING SOIL FIRMLY TO ANCHOR THE RHIZOME. BUDS, TYP ROOTS, SECTION BARE R NOT TO SCALE PLANTIN RCITY OF RENTON Planning/Building/Public Works Dept. BIORETENTION SWALE, SEE CIVIL DWGS SIDEWALK, SEE CIVIL DWGS UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION UNDERDRAIN. SEE CIVIL DWGS CONTRACTOR TO LOCATE & PROTECT EX WATER LINE, SEE CIVIL DWGS TOP SURFACE OF RHIZOME TO BE EITHER FLUSH WITH FINISH GRADE OR MAX 1/4" COVERED WITH PLANTING SOIL EXCAVATE THE PLANTING HOLE LARGE ENOUGH TO ONLY ACCOMMODATE ROOTS AND RHIZOME; DO NOT OVER -EXCAVATE 3" WOOD CHIP MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE AND BASE OF PLANT STEM yI I697<H:7_1 7 BACKFILL WITH BIORETENTION SOIL MIX; COMPACT THE SOIL WITHOUT CRUSHING OR DAMAGING THE ROOTS. SEE ALSO 1 L-3 PROVIDE A MOUND IN THE MIDDLE OF THE PLANTING HOLE THAT IS TALL ENOUGH TO PLACE THE RHIZOME JUST UNDER FINISH GRADE HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION PLANTING DETAILS I L-3 21 • 24 D-373121 05/05/17 E W-373101 W-373102 T M M N F— I WATER PLAN GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE —CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT —IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT —IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1% CHLORINE SOLUTION PRIOR TO INSTALLATION. 5. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 6. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. 7. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED, 8. THE CONTRACTOR SHALL NOT LEAVE STOCKPILED TRENCH EXCAVATION MATERIAL ON CITY STREETS OUTSIDE OF WORK HOURS. 9. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. 10. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 11. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) DAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 12. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. 13. THE CONTRACTOR SHALL KEEP PROJECT AREA OPEN TO TRAFFIC AT ALL TIMES, UNLESS APPROVED BY THE CITY OF RENTON. 14. CONSTRUCTION WORK SHALL BE FROM 8:00 AM TO 4:00 PM. 15. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG RETAINER GRANDS IN ADDITION TO CONCRETE BLOCKING. RECOMMENDED FOR APPROVALchBYzims'. BY N0, I REVISION A. ROSHAK J. WILSON R. CHUNG BY DATE APPR __76. ATCHISON scke. N/A DATUM dCITY O F 05/05/201 RENTON a _ HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION Planning/ Building/Public Works Dept. WATER PLAN GENERAL NOTES o. W- 3 W- 373103