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Home My WebLink AboutzD-3531Set/ i I I I P. &0 log N 196763.55' (MEAS.) ;! 6 E. 1302831.60' (MEAS.) EL 33.04' (MEAS.) =CITY OF BELLEVUE / 10 (COB) 0432 as N. 196763.603' (COB) N. 6744.49° (MEAS.) E. 1302831.616' (COB) 303746.13' (MEAS. -- -- 1092 37.36' (MEAS.) --- ------ - - -- -- !y� 6.72 _ - ---- - -- - -- - Zl�4i N8S'48730'W 32-.. - r - 19674 - -- N: 454 3' E. 1303748.131 ( OB) EL 37.456' (CO) 1 °=m . S i =CITY OF (C) )_t @i4 - C 96744337'tCOR E. 1303747.97q (COR) �P g (V ry0 Q EL 37.48' (COR) 3 � 0104 � I P \y/ i PROJECT PLAN AND SURVEY CONTROL SCALE: 1"=200' l W311 3 NORTHING EASTING Elev. DESCRIPTION 3 5/8" REBAR /RED CAP "G &O CONTROL', IN GRAVEL NW Gray � Osborne, III 195845.39 m CONSULTING ENGINEERS )n aEIRER AV NOtTH SUITE M LG MAG NAILlFAG "G &O CONTROL", IN BK/CURB NW 101 196057.91 amrRE, vMHQSTpN 9alw- 1206> 2D`I w 39,99 z' CASED 2112" BRASSY W/ "X' & "1997 RLS 23613 ", N. BND 102 195784.74 1302198.44 Provididto Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - - -- Always - Verify Scale_ NO. I REVISION ^M� C.J.K. SHEE °�O, 0 of POINT NORTHING EASTING Elev. DESCRIPTION 42.93 5/8" REBAR /RED CAP "G &O CONTROL', IN GRAVEL NW 100 195845.39 1302202.31 SIDE LW BLVD, TNW OF EP, 14.UNW OF WTR VALVE LG MAG NAILlFAG "G &O CONTROL", IN BK/CURB NW 101 196057.91 130233626 39,99 COR S/WALKINTX LW BLVD /N.41ST ST @ PT CASED 2112" BRASSY W/ "X' & "1997 RLS 23613 ", N. BND 102 195784.74 1302198.44 43.99 LANE LW BLVD, 76 SW ENTR TO EASTSHORES APT. CASED 2112" BRASSY W/ PUNCH & "1997 RLS 23613 ", 90' 103 195928.90 1302284.73 41.70 NNW OF CL ENTR TO EASTPORT SHORES APT. BENCHMARK 3" DOMED BRASSY, NO MARK CL E. 104 196275.27 1302513.82 35.93 S/WALK OF BRIDGE, 8' N. OF S. EDGE S/WALK 105 196728.81 1302742.39 34.38 LG MAG NAIUTAG "G &O CONTROL",INTX OF LW BLVD/ N. 43RD ST IN 1/4o OF BK/CURB OF S'LY CURB RETURN W DOMED BRASSY W/ PUNCH & CROSS "T24N, R5E" & 106 196763.55 1302831.60 33.04 "PLS 247801995", SE SHOULDER LW BLVD, 3' NW OF CURB, JUST N. OF INTX W/ N 43RD LG MAG NAIUTAG "G &O CONTROL ',1N ASPHALT F N. 107 196903.74 1303011.81 42.83 OF CURB IN SSW COR INTX LW BLVD / RIPLEY LN N, +/- 15' SE FROM END OF FOGLINE CASED 1 3/4" BRASSY W/ PUNCH; W. SIDE RIPLEY LN, 108 197011.82 1302948.40 4508N.2'W. OF ROLLED CURB, NEXT TO E'LY TURN ARROW SIGN, +1-59 W/ OF LW BLVD 109 196744A91 1303748.1311 37.36 CASED BRASS PIN IN GONG. POST HORIZ. DATUM: NAU831U7J, VF_KI. UAIUM: NAVUM PO NOTE: OF SURVEY SUPPLIED BY: BUSH ROED HITCHINGS AND SOUND DEVELOPMENT GROUP. INDEX DESCRIPTION 1 COVER VICINITY & LOCATION MAPS AND INDEX, SURVEY CONTROL TABLE 2 SYMBOL LEGEND, ABBREVIATIONS 3 -4 EROSION CONTROL (TESC) 5 -6 STORM PLAN & PROFILE 7 -8 STORM NOTES AND DETAILS 9 10 -12 13 14 -15 16 17 -18 19 -20 21 -22 23 -27 w� w i�wr DATUM a nu was c rm arc nor wVE /EN�Y.Y BIOSWALE AND RESTORATION DETAILS WATER MAIN PLAN AND ;PROFILE WATER CONNECTION DETAILS WATER & ROAD DETAILS TYPICAL CROSS SECTIONS DETAILED CROSS SECTIONS CHANNELIZATION PLAN SHEETS PAVEMENT RESTORATION PLAN LANDSCAPE AND IRRIGATION PLAN AND DETAILS CHECKED FOR COMPLIANCE WITH CITY By��W?i?r Date, Z /? -Z /Za Y/ BY��j,11,�LL ✓u0% Date�__Z1�,Qgll BY'_�ir_ Date! z�22zo /I By,---- -- ---- - -- Date'- - --- - -- j' MFOR APPROVAL _!r T. D. I. The property lines shorn hereon are based on available Information, not on a surveyed location and are only approximate. r_mU nv NOM' THE CONTRACTOR SHALL CALL THE URLIIY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800- 4z4-55551 FOR FiEID LOGTION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND OEPM OF ALL EXISTING U LURES WTrHIN THE PROJECr, WHEMER SHOWN ON THESE PLANS OR NOT, BY POTHOUNG THE URLBIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTEt4ML UTILITY CONFLICTS SHALL BE .POTHOLED A MINIMUM OF FIVE WORIONG DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE URUTIES SHOWN ON THE PLANS ARE BASED UPON AVARABLE INFOR 1ATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WRH CONSRtUC ION. no as CITY OF LAKE WASHINGTON BLVD NORTH wIRONa 1 RENTON STORM WATER & WATER MAIN 1M0Q Public Works Dept. IMPROVEMENTS COVER °� 1 Q 27 T M LO C'') n N Ii a. T 0 O� 1 I\5\T1gw1a AC ASBESTOS CEMENT PIPE ADJ ADJUST ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ANGLE POINT ASPH ASPHALT ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS ASSY ASSEMBLY BF BLIND FLANGE BLDG BUILDING BLK BLOCK BO BLOW OFF BOP BEGINNING OF PAVEMENT CTR CENTER CAP CORRUGATED ALUMINUM PIPE CB CATCH BASIN Cl CAST IRON CL CENTER LINE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONIC CONCRETE CONN CONNECTION CONTR CONTRACTOR CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CY CUBIC YARD CONT CONTINUED CL CLASS CF CUBIC FEET U0011211110v 011161m RED REDUCER REINF REINFORCE READ REQUIRED R/W RIGHT -OF -WAY SL SLOPE 24 N, R 5 E, W.M. SYMBOL SCH SCHEDULE SF SQUARE FEET SFM FOUND MONUMENT SHT SHEET SPECS SPECIFICATIONS SQ SQUARE SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SSNT SET NAIL /TAG SSRC SET REBAR /CAP STA STATION STD STANDARD TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE THIRD THREADED THRU THROUGH TYP TYPICAL VERT VERTICAL SANITARY SEWER W/ WITH W/0 WITHOUT WTR WATER CFS CUBIC FEET PER SECOND SYMBOL LEGEND DC DEGREE OF CURVATURE DI DUCTILE IRON EXISTING PROPOSED DESCRIPTION DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION -- - -" -" DWGS DRAWING(S) _ D DRAIN EOA EDGE OF ASPHALT E EAST - ::.,.._....,._:.. -.,_. EA EACH EL ELEVATION ELEC ELECTRICAL EOP EDGE OF PAVEMENT EXIST EXISTING F FORCE MAIN s =]__ .._( FIG FIGURE FIN FINISHED FL FLANGE FT FEET FO FIBER OPTIC FOC FACE OF CURB GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE ID INSIDE DIAMETER - IE INVERT ELEVATION INV INVERT _ IN INCH L LENGTH - LB POUND LF LINEAR FEET MAX MAXIMUM MFR MANUFACTURER - MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MISC MISCELLANEOUS N NORTH NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PI POINT OF INTERSECTION - PP POWER POLE PVI POINT OF VERTICAL INTERSECTION - PE PLAIN END PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT _ PC POINT OF CURVATURE QTY QUANTITY TANGENCY R RADIUS REf RETAINING RR RAILROAD ANN oF�X ti �ar 38311 c Cn,ay 8E 08b0r2X0, Imo. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284 -0860 -- G -- - -{ DO \ i 0 SECTION 32, TWP 24 N, R 5 E, W.M. SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION 0 LINE MANHOLE OR DRYWELL (AS NOTED) o CLEANOUT L ® TYPE 1 CATCH BASIN OR CURB INLET BURIED CABLE TV ® TYPE 2 CATCH BASIN BURIED FIBER OPTIC POLE WITH GUY WIRE _ -v- POWER / TELEPHONE / GUY POLE WATER MAIN (SIZE AS NOTED) LUMINAIRE GAS MAIN YARD LIGHT :1 JUNCTION BOX (AS NOTED) D4 N GATE VALVE SANITARY SEWER BUTTERFLY VALVE s WATER METER Y` fi FIRE HYDRANT REDUCER ® THRUST BLOCK TRANSITION COUPLING OR FLANGE COUPLING ADAPTER CURB & GUTTER CAP /PLUG ASPHALT PAVEMENT i BLOW -OFF GRAVEL SURFACING AIR RELEASE VALVE CONCRETE SURFACING CONCRETE SIDEWALK (PERVIOUS CONCRETE/ - -- CEMENT CONCRETE) PAVEMENT GRINDING LIMITS Y RIGHT -OF -WAY LINE — CENTERLINE OF ROADWAY PROPERTY LINE NOTED PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE NOTED CONTOUR LINE BURIED CABLE TV N BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE u1 WATER MAIN (SIZE AS NOTED) GAS MAIN IRRIGATION LINE >a SANITARY SEWER STORM DRAIN SANITARY SEWER FORCE MAIN DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/1512011 N0. ok �l -d ?t- MAIL BOX (NOTED) SIGN EMBANKMENT TREE (CONIFER) iv 0 TREE (DECIDUOUS) C�? SHRUBS BUILDINGS ROCK WALL DCDO= BLOCK WALL ELEVATION POINT MONUMENT ANGLE POINT / CONTROL POINT BENCH MARK 1 DETAIL NUMBER 1 REFERENCE SHEET GEOTECHNICAL BOREHOLE TOE OF FILL F— EMBANKMENT GRADING QUANITIES CUT: �2,38t�CjiS�(�Y FILL: 3ArjI1(Cy 450v GENERAL CONSTRUCTION NOTES 1. ALL TYPE 2 CATCH BASINS AND ACCESS RISERS SHALL HAVE FLAT TOPS 2. LENGTHS OF PIPE AND INVERT ELEVATIONS ARE SHOWN AT CENTERLINE OF STRUCTURE. 3. CONSTRUCTION WORK HOURS SHALL BE FROM 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. CONTRACTOR SHALL ABIDE BY THE CITY OF RENTON NOISE ORDINANCE. 4. LOCATE ALL CATCH BASIN AND MANHOLE FRAMES AND GRATES OUTSIDE OF VEHICLE WHEEL PATH WHERE FEASIBLE (WHERE NOT FEASIBLE, INSTALL ROUND COVERS). 5. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS. 6. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR OWNER'S APPROVAL. UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. AS -BUILT D -353 Z 0 sxnevru scue mm. `"~o^wpam CITY OF 2/14/11 LAKE WASHINGTON BLVD NORTH F8BD06 B.P.B. RENTON STORM WATER & WATER MAIN C.J.K. axe xw 9 DATUM D °A""80 xa SAC.� Public Works Dept. IMPROVEMENTS 2 BY DATE APPR A "ar SYMBOL LEGEND, ABBREVIATIONS B.P.B. 2 'z7 t- 17. T M to M N d LZ EROSION CONTROL NOTES 2010 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTERWATER UTILITY, WATER UTILITY, AND TRANSPORTATION. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD NTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER, PSE, QUEST, AND ANY OTHER CITY DEPARTMENT AFFECTED BY THE PROJECT. 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 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, CHANELS, 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 THROUGH SEPTEMBER 30TH) 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 CONSTRUCTIONS SITES CLEARING BETWEEN OCTOBER 1SH AND MARCH 30TH 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 AN 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 DISTURBED SOIL AREAS 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 (OCTOBER 1ST), 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. ANN 7 i 4aney ar �s�orne, yna CONSULTING ENGINEERS T91 W"M AVa MMN SIATE 800 SEATTLE, VASMHGTQ! 98109 (m za.- WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/1512011 SECTION 32, TWP 24 N, R 5 E, W.M. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE 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. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 10. 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. 11. 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. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. NO. REVISION Fym17ii mw_TM0 xor�x ruowi'us0°�iwi 01 NP1 DATUM I R M15G'lE ff ,Df IXff RAM SVIE /6gGOkYY UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800 - 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. °. CITY OF RENTON Public Works Dept. 1 � OMEN LAKE WASHINGTON BLVD NORTH 2/14/11 STORM WATER & WATER MAIN E IMPROVEMENTS 4 TEMPORARY EROSION CONTROL NOTES 0W 0-35310q 4 __27 C0 L0 ce) r\ C\l CL J. / CONSTRUCTION NOTES: _RIGHT -OF-WAY -- - --- -- - GRAVEL ACCESS PAD. SEE DETAIL 2, SHEET 8. - - - -- - - - - --- - - - - z 11 -_ SPECIFICATIONS. -. DEBRIS BARRIER. SEE STD. PLAN 223.00 IN G -7 "105 REMOVE AND WASTEHAUL 20 LF OF EXISTING 12" DRAIN PIPE, G G REM G w VJ - - - - - - - - ---- G DAYLIGHT EXISTING 12 MAIN INTO NEW BIOSWALE. G 7-- —7- G _�L/— G ---- G C. CONTRACTOR TO VERIFY INVERT OF NEW ENTRANCE INTO THE 3 y- w i. - - --- - - - - - G < I __ G WASHINGTON BLVD N.- BIOSWALE. W_ G __' LAKE W)" 7 � I � w C G ------ PROPOSED BIOSWALE. SEE DETAIL 3, SHEET 9. C :f G ANGLE POINT STA 18+75 E— _OFFSET16'-RT_�_'��7-� TING HEADWALL AND 60 LF OF REMOVE AND WASTEHAUL EXISTING G "�.7 7: LU EXISTING 24" ADS CULVERT. G _7) w 7 0 CEI 2L co N REMOVE AND WASTEHAUL EXISTING CULVERT (APPROXIMATELY B� _w 35 LF) CD W w —,/, w - 7 , . 11 1 ---- ( -_ - i - yy w 70 11141-1,13 CURB LINE. SEE DETAIL 4, SHEET 9. 5 ------ - W ------- CONTRACTOR TO POTHOLE FIBER OPTIC AND OTHER UTILITIES Z__ 88 LF 2e _CPEP1 ------ 7 - - - - - - - - - RIQH - _�Y_A y PRIOR TO CONSTRUCTION FOR UTILITY CONFLICTS. < FI-Ow- F— . ig> OPEN CURB FACE. SEE STD. PLAN 203.00 IN SPECIFICATIONS 1�7 LF 24 CPEP, DEDICATED RIGHT-OF-WAY U) FUTURE RIGHT-OF-WAY W UTILITY POLE TO BE RELOCATED BY PSE. CONTRACTOR TO — — — — — — — — z COORDINATE WITH PSE DURING CONSTRUCTION. A CB 3 -TYPE 2 CB 5 TYPE 2 CPE v o3 6 t - ROUTE 18- CPEP STORM STUB TO EXISTING LOW ELEVATION 13 LF± 18' P _17 OF DITCH. INSTALL CAP. ANGLE POINT STA 20+40 C 1-TYPE 2 LF 12" V�4c OFFSET-22' RT 0 MATCH EXISTING ('0 �g REMOVE AND WASTEHAUL EXISTING CB AND PLUG EXISTING CURB AND SIDEWALK I PIPE TO EAST. REMOVE PIPE BETWEEN CB AND R.O.W. LINE. (DIMENSIONS AND TYPE 21�� < GRADE). 2 3 CONSTRUCTION CEMENT CONCRETE DRIVEWAY ENTRANCE, SEE DETAIL 2, O.o0lFT/FT ..IS U U, EASEMENT SHEET 9. 27 ____,�_�,BIOSWALE EASEMENT LINE PIN PILES AS NEEDED 08 SOLID LID (AS-80) 8 __�TEMPORARY (INSTALL BEFORE S/W FILL) 41 9 Rim 20-86 CONSTRUCTION PERVIOUS CONCRETE SIDEWALK. SEE DETAIL 1, SHEET 9. EASEMENT FLOW SPUTTER MANHOLE, 72" DIAMETER W/SOLID LID. SEE IE-26.64 (V4 16' PVC - - -------- UffE t 3 - - - -- - - - - - - - - 4 STA. 18+3"0' RT DETAIL 1, SHEET 8. STA. 17+39 61' R 1.E.-26.29 TEMPORARY ECOLOGY BLOCK WALL (OR EQUIVALENT AS 26.119 iE=2r-.73 A,�-sLT ��XISYJ, - -P 81 IL VG W-26.19 AS -BET N �_7 M L r U APPROVED BY THE OWNER) W/BIKE PATH HANDRAIL, TWO STA. 17+22, 72' RTi BLOCKS HIGH OR AS NECESSARY TO MATCH GRADE (WALL 3224059043 I.E.=q � MUST NOT EXCEED 4' HIGH). SEE SPECIFICATIONS. 7. -7 3224059043 ASSUMED LOCATION OF UNDERLYING CONCRETE PANELS. _j CONTRACTOR TO POTHOLE/VERIFY ANY CONCRETE PANEL DISTURBANCE PRIOR TO CONSTRUCTION WITHOUT DAMAGING PANELS. RIM 29.9.9 ex it 10.30: (E) vr 04C. 0 0 In 'r, IEgr26_49 (S) JeP pvc REMOVE AND WASTEHAUL EXISTING CURB AND PAVEMENT (AS REQUIRED) FROM STA. 20+40 TO 24+38. .......... _C8 Soap a p o C, + I FINISHED CURB LINE ON BRIDGE. SEE DETAIL 5, SHEET 9. F 0 N w _ ....... ...... LOW POINT. ELEV;ni3l.98 X CS :RIM 31.03 LOW POINT STA=19436.18 + NON-PERVIOUS CEMENT CONCRETE SIDEWALK. SEE PVI STA=19-HOEiO > SPECIFICATIONS. < JE- (Lem A$ -!5 ) P.VI ELEV=zZIL86 ................. ................ ...... ...... ............ iLl .... ROVIDE 12" STU13 TO PROPERTY LINE. INSTALL CAP. A.9.�1.27%: K= 79.24. V) m < VIBRATIONS MAY CAUSE SETTLEMENT AT EDGE OF EXISTING m -'XiS I N G GPADE BUILDING'S FOOTINGS (SEE SPECIFICATIONS FOR STRUCTURAL < ... REINFORCEMENT ALONG 58 LF OF BUILDING). x is-aw.cniom ED 5 GRADE AT� NEW � ...... ................ . ......... ...... ..... ... . ......... . ................... ................... ....... .:.:Cl X.5 . .... . 'CURB FLOW 'LINE:.; SAWCUT AND REMOVE/WASTEHAUL EXISTING ASPHALT TO THE -1,289 EASEMENT LINE. REPLACE PER LANDSCAPING PLANS, 0.31% \qm ISTING FENCE. RESTORE AREA PER RE OVE/WASTEHAUL EX A A IN PLANS. 0 30 -AIL ......... ............. ............... . .... .. ....... ..... ... 2 D_ A I C' 52 �L OL 1 CREP :71 LF± 24" �CPEP 84 LF± 24' CP INSTALL CAP AT THE END OF 18" STORM STUB. 27-LF±-24-CPEP - - - -- - - - - 88 LF± 24" 00: .. LF± 24- CPEP EP s-a.aeei m TION OF NEW CONDUITS. -- - - - - - - - - - - _-O.000T - - - - - - - - - - - - �g SEE LANDSCAPING PLANS FOR LOCA ''.CL , 5 A .... 25 XISTIN" :r Fv' i_,ON CONSTRUCTIONk CLN ILZt NP 0 ELEVATION: AT NEW ;, jj.CURB:FL 20 . .. . ...... .. ............ 4 co C' �<,:C� :m jj An, 0, m�N. In, �In, 1�� ":00 1�1�OO ��m .10 �0 T,).t ujtL) �6 I n ;1) C� N 01 cNi CV N.,V �N.6 ... 9*n :n � :n IA lc\ll I I n ') n 9:n K) 5 vo 15 7+00 ___18+_00 tz 19+00 om, __21 +00 In 0 In 0 0 L< < UTILITY NOTE-. z w z THE CONTRACTOR SHALL CALL THE UTILITY LOCATION D 2 55 (A b w Z) 0 ED w 3 -, vi-j-h _1 w 01 < a- ;;S 1z -Z 00 0 0 REQUEST CENTER 00_,www co 0 w C3 0 K z COLO eb I to I 0or (ONE CALL CENTER; 1-800-424-5555) FOR FIELD 3: W ILI (A Cq 3r w LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE t < dc < C40 V) Z W L<q ri L_ � N 3' w w 00 0 �V) Z Z My MnwV) L<.,IQ w I Z z mm z <q RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, �,3 2� < AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE 0 0 w 0 1- CL 1 -eX 12L EL D_ EL m C_ Q- M M M '00 (L 0- a, PROJECT. WHETHER SHOWN ON THESE PLANS OR NOT, , 1w Ld 00 wwwz '072 i w 4- Oo oc > Of CL O_ EL BY POTHOLING THE UTILITIES AND SURVEYING THE w ILI W w in Z I< 16 M (L D. EL OL CL &Q. 0 (L D. EL I GO D VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN P. ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE ANN m4 4 w C4 4 - d X) 06 CL w wn I - W_ 04114 P) CL M + UTILITIES SHOWN ON THE PLANS ARE BASED UPON (1) 0- + + + + OD _C4 AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. r r uJ "m IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT A 114 11) 7 0j (4 C4 0 THE PROJECT ENGINEER TO RESOLVE THE PROBLEM 4 4 1 C C14 C -4 4 1 1 11 1 1 11 11 Q it It 4 11 < I I I ED it !I it m� Lj it . . M i it It 0 It K PRIOR To PROCEEDING WITH CONSTRUCTION. 03 Li L DO an I- �ml , VO I W LU Ul ; . I _�. sg Lu! , . i, VO 0 (f) W-1 Q In 0 uwff S3rONALO SSrONALG -----T ---- T AS-BUILTS [D]-T3T513� 11 0�5 AS-BUILT SURVEY BY: EVAN 1"=20' IM. w 2/14/11 WAHLSTROM, PLS#44651 IMMMOk B.P.B. CITY OF LAKE WASHINGTON BLVD NORTH (INFORMED LAND SURVEY) REN TON STORM WATER & WATER MAIN %_Am"0x%%e7 C.J.K. (!DATUM [MWHGm CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED I7T_z_7.____1 Public Works Dept. IMPROVEMENTS 5 S.A.C. 701 DEXTER AVENUE NORTH SUITE 200 STORM PLAN AND PROFILE SEATTLE, WASHINGTON 98109 (206) R84-N60 BY SC AND BB ON 2/14/2011 & 2/15/2011 NO. REVISION BY DATE APPIR ANmRINGIN B.P.B. SHEET G"' i M L0 M 1` N IZ VJ W ..., 106@ W r.PEP. t�--- - - -CB 7 -TYPE F'J` E RIGHT-OF-W..AY FAR i zz SECTION 32, TWP 24 N, R 5 E, W.M. r \ 2 -o — C �ISTING'RIGHT -OF pWA - _-- ___ -__ -- z "x \ Z N W RADIUS -1113 0 U vi w Q z �\ D z Nzm 0 <5w w C-) N m U t� D Gy 3224059043 /.r h Lq °v N J D y �,1107 '�Cp 0 CT. ' 4 - A a ('1 1 m P� ,D Np�OVll..l JVRVCT OT. GVNIV WAHLSTROM, PLS#44651 0w�y &- 0abm>L-ine, Imo. (INFORMED LAND SURVEY) CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED 701 , WASHINGTON AVENUE NORTH SUITE 4- BY SC AND. BB. ON. 2/14/2011. & 2/15/201.1. SEATTLE, DEXTER E NOR f2S) 28h0860 ND. 1 1 1 I g W� A? CITY ROVy �1� o 4 1 i 1 �J 1 1 1 � 1 3 -TYPE 2 1 1` v 1 1 I 7G.I % L r? CONSTRUCTION NOTES: 1QFINISHED CURB LINE. SEE DETAIL 4, SHEET 9. (D REMOVE AND WASTEHAUL EXISTING CURB AND PAVEMENT (AS REQUIRED) FROM STA. 20 +40 TO 24 +38. QMATCH EXISTING CURB (END OF EXTRUDED CONC CURB). ®CONTRACTOR SHALL PROTECT EXISTING CURB DURING CONSTRUCTION UNLESS SPECIFICALLY NOTED TO BE REPLACED ON THE PLANS. 06 REMOVE 5 LF OF EXISTING 24" STORM PIPE. PLUG AND ABANDON PER CITY STANDARDS.. ©CONNECT TO EXISTING NORTHEAST 24" STORM PIPE. CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION. ®PROVIDE TEMPORARY EXTRUDED ASPHALT CURB UNTIL PERMANENT CURB IS INSTALLED. ®GRADE ROAD TO DRAIN TO CB 9. 09 ASSUMED LOCATION OF UNDERLYING CONCRETE PANELS. CONTRACTOR TO POTHOLE /VERIFY ANY CONCRETE PANEL DISTURBANCE PRIOR TO CONSTRUCTION. 10 CONNECT TO EXISTING 12" STORM PIPE. CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION. 11 CONTRACTOR SHALL FURNISH AND INSTALL EXTRUDED CONCRETE CURB PER CITY OF RENTON STANDARD PLANS. SEE SPECIFICATIONS. 1©CONTRACTOR SHALL FURNISH AND INSTALL NEW CURB. MATCH EXISTING ELEVATION AND CURB DIMENSIONS. UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1 -800- 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING- UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR' NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION, °` VI I I \-/I LAKE WASHINGTON BLVD NORTH B.P.B. REN TON STORM WATER & WATER MAIN DRAM C.J.K. DATUM S.A.C. Public Works Dept. IMPROVEMENTS REVISION BY DATE APPR SCAUE "' STORM PLAN AND PROFILE B.P.B. - ma�yy''((°° �} �s SHEETS l�Ld�i V.,./ «,.mod 353 1 06 M2 2/14/11 Rum DAMNS Ru 6 6 OR 27 I ce) L0 SURFACE WATER STANDARD PLAN NOTES 1? 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER rl- UTILITY. C\1 CL 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. ri) 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR THE ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE NTH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IN IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITHA WRITEEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANIS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL U11LITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUT`TING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE NTH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILInES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOMOR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS -C-, VOTH THE EXCEPTIO OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED NTH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. &NIV A: 'Pa L * " 37338 Co"!, _a38311 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4-8 INCH ROCK 40-70% PASSING; 2-4 INCH ROCK 30-40% PASSING; AND LESS THAN 2 INCH ROCK / 10-20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2"x4" STAKE MARKED "STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CON TRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES NTH 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 CONSTRUCT10N 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 NTH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ANDANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNEC11ON 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 APPROVED 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 PROTEC11ON REGULATIONS (RMC 4-3-050). STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZA11ON 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. SECTION 32, TWP 24 N, R 5 E, W.M. UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UIRLITY LOCATION REQUEST CENTER (ONE GALL CENTER; 1-800-424-5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTfiJTY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILSTIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. tOXAL -ichm- A S - B U I L T ID 1- 131513111017 AS-BUILT SURVEY BY: EVAN N" RAM No 1MV190, 2/14/11 WAHLSTROM, PLS#44651 a CITY OF LAKE WASHINGTON BLVD NORTH B.P.B. Al (INFORMED LAND SURVEY) gt� R RENTON STORM WATER & WATER MAIN C4inmy 8r Omb-onme, Lm,- C.J.K. DATUM Public Works Dept. DRUNNOM 7 CONSULTING ENC31NEERS I VL IMPROVEMENTS 701 DEXTER AVENUE NORTH SUITE 200 THE ORIGINAL PLANS WERE STAMPED SA.C. WNOTONI�MH STORM NOTES AND DETAILS SEATTLE, WASHINGTON 98109 <200 284-0S60 BY SC AND BB ON 2/14/2011 & 2/15/2011 NO. REVISION BY DATE APPR SQALL� 5� B.P.B. 7 27 0 -3 �O 7 H T M Lfi M I` N D_ -P & LANN 'aF Fdgy'QG G� OF Wdgg �3 ro �"H 37338 ..9 �v' �o. A„ 38311 „ C=ray 8C 0ab0ra1I,4_-9 lxkrc CONSULTING ENGINEERS 70' DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON DOM (206) 284 -0860 SECTION 32, TWP 24 N, R 5 E, W.M. 24" 0 ACCESS HATCH BAFFLE WALL - TOP EL. =28.62 24" SHEAR GATE W /CONTROL ROD 1" (POLY) SAFETY TYPE :. - == - - -7% _ `: LF, 2682 MANHOLE LOCATED STEPS __.�,' ✓ AT 12" O.C. '� 24 CPEP MULLEN BURST STRENGTH (ASTM D3786 -800) 400 PSI MIN. ADS (ASTM D4751) 20 -45 (U.S. STANDARD SIEVE SIZE) IE . 16.39 ` OUTLET PIPE 12" CPEP TO BIOSWALE I e = 17.49 ' - y ',.....: � 72 "0 PRECAST MH 24" CPEP - ----- -- LE. =26.62 - BYPASS PIPE ° _ i_ -77 - -- — "'c- 24 CPEP - —i 1" (POLY) SAFETY TYPE ROD FOR CLEANOUT I e. = 26.49 MANHOLE STEPS LOCATED AT 12" O.C. FLOW RESTRICTOR /SEPARATOR P ` 1 1 RIM EL. 33.05 FLOW RESTRICTOR / SEPERATOR v. PIPE SUPPORT(S): SEE NOTE 3 `INLET PIPE 200 PSI MIN. '� 24 CPEP MULLEN BURST STRENGTH (ASTM D3786 -800) 400 PSI MIN. ADS (ASTM D4751) 20 -45 (U.S. STANDARD SIEVE SIZE) IE . 16.39 ` OUTLET PIPE 12" CPEP TO BIOSWALE I e = 17.49 D' CB2 FLOW SPUTTER 1 NOT TO SCALE 5 L-6° MIN. GRADE TO DRAIN (TYP.) SEPERA71ON GEOTEXTILE TO BE PLACED UNDER ROCK (SEE NOTE 1). MINUS ROCK 1>b1tEB 1. GEOTEXTILE SHALL MEET THE FOLLONING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4751) 200 PSI MIN. '� 24" 0 ACCESS MULLEN BURST STRENGTH (ASTM D3786 -800) 400 PSI MIN. ADS (ASTM D4751) 20 -45 (U.S. STANDARD SIEVE SIZE) HATCH 6 ' - y ',.....: � 72 "0 PRECAST MH 24" CPEP - ----- -- LE. =26.62 - SHEAR GATE W /CONTROL 1" (POLY) SAFETY TYPE ROD FOR CLEANOUT ' MANHOLE STEPS LOCATED AT 12" O.C. FLOW RESTRICTOR /SEPARATOR Q4Qgs�P GAO .N •n• 00,`ryo� a 11 n-4 Nlm'g WELDED RESTRICTOR PLATE WITH 3" DIA. ORIFICE AT EL =25.79 CB2 FLOW SPUTTER 1 NOT TO SCALE 5 L-6° MIN. GRADE TO DRAIN (TYP.) SEPERA71ON GEOTEXTILE TO BE PLACED UNDER ROCK (SEE NOTE 1). MINUS ROCK 1>b1tEB 1. GEOTEXTILE SHALL MEET THE FOLLONING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE STRENGTH (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH (ASTM D3786 -800) 400 PSI MIN. ADS (ASTM D4751) 20 -45 (U.S. STANDARD SIEVE SIZE) WAHLSTROM, PLS #44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2114/2011 & 2/1512011 GRAVEL ACCESS PAD 2 NOT TO SCALE 5 ''Lim • E 70.VM WATIO IEimim, 2 - 24 "O ACCESS HATCH D. . I.E. =30.00 o-T 0 T2' -0" MIN 1' -0" 2' -0" MIN SECTION A NOT TO SCALE _ 72 "0 PRECAST MH SHEAR GATE W /CONTROL ROD FOR CLEANOUT BAFFLE WALL TOP EL. 28.62 24" SHEAR GATE W /CONTROL ROD I.E.= 26.62 24" CPEP 69._26.622 .. IE� 74.39 D EL. =22.62 NOTES: 1. THE RESTRICTOR /SEPARATOR SHALL BE FABRICATED FROM .60" ALUMINUM OR .064" .ALUMINIZED STEEL OR .064" GALVANIZED STEEL PIPE IN ACCORDANCE WITH AASHTO M 36, M196 AND M274. GALVANIZED STEEL SHALL HAVE ASPHALT TREATMENT 1. 2. OUTLET SHALL BE CONNECTED TO STORM DRAIN PIPE WITH A COUPLING BAND. 3. PROVIDE AT LEAST DINE 3 "x0.090" SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' -0" VERTICAL SPACING.) 4. FRAME AND LADDER CDR STEPS SHALL BE OFFSET SO THAT (1) CLEANOUT GATE IS VISIBLE FROM TOP. (2) CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. (3) FRAME IS CLEAR OF CURB. 5. CLEANOUT GATE /SHEAR GATE: ALUMINUM ALLOY PER ASTM B26 -ZG32A OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKETS REQUIRED BETWEEN FLANGES. 6. METAL PARTS: CORROSION RESISTANT ALUMINUM. IF STEEL SUBSTITUTED FOR ALUMINMUM, GALVANIZED PARTS NEED TO HAVE ASPHALT TREATMENT 1. 7. BAFFLE WALL SHALL BE FABRICATED TO WITHSTAND 2 FEET OF HYDRO STATIC PRESSURE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW. SUR.tl}R 9'.11P r�:NpDIOT CITY OF oWt B.P.B. .� RENTON C.J.K. ' arc nom DATUM °� AT�6.,E I Public Works Dept. SA.C. T.O UE pg aa<x Apq�p� VE �Y B.P.B. AS -BUILT -353 1 0, OpE LAKE WASHINGTON BLVD NORTH 2/14/11 STORM WATER & WATER MAIN IMPROVEMENTS STORM NOTES AND DETAILS 8 OR 27 I a 0 - `35'y/0 � SECTION 32, TWP 24 N, R 5 E, W.M. T LO 12' (TYP.) 10' CURB AND M PLANTER STRIP GUTTER, 1 2% SLOPE I 4R,SEE f� – – --- NON – PERVIOUS 4" MIN �• .4m'�'W°�' Ti a aura – � 12 PERVIOUS C-41 i N 6" DRAIN ROCK 3/8" X 13" EXPANSION JOINT CONCRETE 12' NON – PERVIOUS CEMENT FELT TO EXTEND 1" PAST BOTTOM SIDEWALK 16' CONCRETE SIDEWALK(SEE OF CURB AND GUTTER SECTION 4 –INCH COMPACTED DEPTH DETAIL BELOW AND 5' SPECIFICATIONS) CRUSHED SURFACING TOP COURSE GEOTEXTILE FABRIC PER WSDOT 9- 33.2(1),TABLE 3 PLANTER STRIP ro 6. 62 F % a hsl E SLOPE CEMENT 3/8 "x 1 -1/2" CURB CURB CONCRETE CURB CONTRACTION JOINT i i i AND GUTTER ®,5' O.C. I ; i NOTES: PLAN VIEW 1. 1. THRU JOINTS AND CONTRACTION JOINTS SHALL BE AS PLANTER '—i SHOWN ABOVE. THRU JOINTS SHALL ALSO BE PLACED NOT TO SCALE STRIP I ' IN THE SIDEWALK SECTION AT DRIVEWAY. ALL JOINTS SHALL BE CLEAN AND EDGED WITH AN EDGE HAVING 1/4" RADIUS. JOINTS SHALL BE FLUSH WITH THE FINISHED SURFACE. X" R (TYP.} 5 2% I I i 2. ALL UTILITY POLES, METER BOXES, ETC, IN SIDEWALK DRIVEWAY-,16' -0" �1 CURB & GUTTER CURB AREAS SHALL HAVE 3/8" JOINT MATERIAL (FULL I— 6, -0„ _I I :—GUTTER DEPTH) PLACED AROUND THEM BEFORE PLACING —� CONCRETE. }- ' 15 3. PREMOLDED JOINT FILLER SHALL BE 3/8" x 2" 9V' EXPANSION 5' 2% i i I ASPHALT SATURATED FELT OR PAPER. JOINT (TYP.) 4. FORMS SHALL BE EITHER WOOD OR STEEL AND SHALL SECTION E MEET ALL REQUIREMENTS OF THE SPECIFICATIONS. � � NOT TO SCALE � i 5. CONCRETE SHALL BE PERVIOUS AND PLACED PER ACI SPECIFICATION 522.1 -08. 5 2% i ' i 6. THE SURFACE FINISH SHALL BE LIGHTLY BRUSHED IN A TRANSVERSE DIRECTION WITH A SOFT BRUSH. ALL 10' -0" 10' -0" EDGES TO BE FINISHED WITH A 3" TROWEL. SECTION F 1/4" "V" GROOVE ® MAX. NOT TO SCALE 12' -0" 5' O.C. SEE PLANS PERVIOUS CONCRETE SIDEWALK DETAIL s CEMENT CONCRETE DRIVEWAY ENTRANCE NOT TO SCALE NOT TO SCALE 5 FACE OF CURB 6 1/2" 1 "R 1/2" 1 /2 "R 1/2" R 1" R EXISTING PANEL - I I S) °° a., a Z X (t8 INCHES) PLANTS PER - i _- LANDSCAPE 1 /2 „R� PLAN _. r- -.....- -- - -. _._. - - - - -- -..21__... - -- - - - - -- - ----- -- -._ ._ ._ SLOPE FOR DRY SWALE AREA �2 I' —I - - - �j CEMENT CONC. 2.85 �I� (( SLOPE FOR WET SWALE AREA r�'�lJ °a -. SIDEWALK - - °a. :° a . NOTES: 1. SEE LANDSCAPE PLANS FOR PLANTING DETAIL AND SOIL SEE NOTE 1 0 8” MIXTURE. MATCH EXISTING BOTTOM WIDTH =12' GENERAL NOTES: CONTRACTOR SHALL PROTECT EXISTING 1. PREMOLDED JOINT FILLER SHALL BE ASPHALT SATURATED FELT OR ROADWAY SUBGRADE DURING CONSTRUCTION PAPER. 2. FORM AND SUBGRADE INSPECTION SHALL BE REQUIRED PRIOR TO NOTES: POURING CONCRETE. 1. CURB SHALL BE INSTALLED ON 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. 3. INSTALL ON A 2" COMPACTED DEPTH LAYER OF CRUSHED 2. PREMOLDED JOINT FILLER SHALL BE ASPHALT SATURATED FELT OR PAPER. SURFACING TOP COURSE. 4. CONCRETE SHALL BE A COMMERCIAL CLASS CONCRETE. 3. FORM AND SUBGRADE INSPECTION SHALL BE REQUIRED PRIOR TO PLACING CONC. CURB. of IRea 8�� ,cT�'�w p4AN br'C WET BIOSWALE CROSS SECTION 3� CEMENT CONC. CURB AND GUTTER 4 4. CONCRETE SHALL BE A COMMERCIAL CLASS CONCRETE. CEMENT CONC. TRAFFIC CURB DETAIL NOT TO SCALE 5 NOT TO SCALE 5 �O ? 37338 q� �O A 38311 9 NOT TO SCALE 5,6 �W Ads 01ST �t�s 6D+aTbQ'w s$$Gti G1 "ONAL `"OvA . AS -BUILT D 3� 3 1 0 9 AS-BUILT SURVE BBY:EVAN p "` '� "" CITY OF DARE w ", WAHLSTROM, PLS#44651 LAKE WASHINGTON BLVD NORTH F2/14/11 pp�� y C3S8y ar ®8®0x11 ®y (INFORMED LAND SURVEY) B.P.B. °� REN TON STORM WATER & WATER MAIN C.J.K. wawa Nu CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED DATUM Public Works Dept. IMPROVEMENTS 9 °� *' �+NE�+E SUITE 200 SEATTLE, DEXTER AVENUE N 98109 OTM(206) 2a4- -0860 BY SC AND BB ON 2/14/2011 & 2/15/2011 No. REVISION BY DATE APPR ^ r BIOSWALE AND RESTORATION DETAILS " P.B. ,:9 °527 a 0 - `35'y/0 � t'/ LO M n N CL SECTION 32, TWP 24 N, R 5 E, W.M. J Z 3 0 0 \ LAKE WASHINGTON_BLVD N.----- - - - - -- - -- 1 O J 41 W / Of A - LU ___ - - - - - ��. --- O W - - - - - - - --- , -' - _-_ REPLACE EX CENTERLINE LU --- ------------- - - - - -- ° ± - - -- - - - - -- ,;I - -y- -r .' - 5 STRIPE WITH NEW RPMS -AT- - W z -_t -SAME 10CATION _ -� EXISTING FOG _ � (n - - ` - __ �---- ..._.. -- '. REP ACE EX. CENTERLINE - - - -:. LINE - "P14 +00 O —'- = 5 STRIPE WITG_NEW- -.RPMS AT- ' - ;�, - n- --r7 -- - SAME LOCATION-,_ ,.- 93 +00 ., ar — — �T jv -r � r s r,t" 6 a I— — — -- N if RIGHT-Of- WAY - ---\--"-- Ill --. -- REPLACE EX. WIDE EDGE LINE t I iJ < -- SPEED 2 STRIPE WITH NEW STRIPE AT S w ! I -' '- = � SAME LOCATION W Il } _..— - d ? z "° a __. ._ 1 LIMIT w P4, I a ma_ � u, w §0 X Z N.-=P 5 ,R2 -1 m—INmJ I W � Z ° U m _ 30 .. -. -- -- - EXISTING FOG LU -1 0. LINE - _ _ - - -- 0 } N - - - -- . - - -- - - - - w m�W - Q EXISTING FOG oiO w ° ° ED <� --RIGN-T--OF---`NA_Y-- -- - - -- _ WASHIN"GTdN - --- N__ - - -- GENERAL NOTES: 1. ALL SIGN TYPES, COLORS AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. 3. SIGN SHEETING SHALL BE HIGH INTESNITY GRADE FOR ALL NEW SIGNS:. CHANNELIZATION NOTES: OCONTRACTOR SHALL FURNISH AND INSTALL PAINTED DOUBLE YELLOW CENTERLINE STRIPE. OCONTRACTOR SHALL FURNISH AND INSTALL PAINT WIDE EDGE LINE. OCONTRACTOR SHALL FURNISH AND INSTALL PLASTIC TRAFFIC ARROW PER RENTON STANDARD PLAN H008. OCONTRACTOR SHALL FURNISH AND INSTALL TYPE 1 AND TYPE 2E RPM PER RENTON STANDARD PLAN H002 APPROACH LINE. OCONTRACTOR SHALL FURNISH AND INSTALL TYPE 1 AND TYPE 2D RPM PER RENTON STANDARD PLAN H001 DOUBLE YELLOW CENTERLINE. OCONTRACTOR SHALL FURNISH AND INSTALL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STANDARD PLAN M- 9.50 -01. OCONTRACTOR SHALL FURNISH AND INSTALL 24" WIDE PLASTIC STOP LINE PER RENTON STANDARD PLAN H008. OCONTRACTOR SHALL PROTECT EXISTING STRIP AND RPMS DURING CONSTRUCTION. r,r d( LIN E SIGNING NOTES: 0� -- -_ - - - CONTRACTOR SHALL FURNISH AND INSTALL NEW _ 1 SIGN(S)AND POST PER RENTON STANDARD PLANS. -' CONTRACTOR SHALL SALVAGE SIGN TO THE CITY AND w LINE - -1 ZI- 0 F J w CL LI L WNW to WmW t J N = U' I ZNI-QK w vVlfm n + „ 37336 „ ANN 38 � 38317 426fty- ar ®eboraa®, IXLV- CONSULTING ENGINEERS 701 DEXTER AVENUE NURTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 Lm Lm' NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800 - 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/15/2011 1 I Z U z 0 F J w CL C 0 G to W WmW t J N = U' I ZNI-QK w vVlfm „ 37336 „ ANN 38 � 38317 426fty- ar ®eboraa®, IXLV- CONSULTING ENGINEERS 701 DEXTER AVENUE NURTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 Lm Lm' NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800 - 424 -5555) FOR FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. WAHLSTROM, PLS#44651 (INFORMED LAND SURVEY) THE ORIGINAL PLANS WERE STAMPED BY SC AND BB ON 2/14/2011 & 2/15/2011 1 I t l t REVISION 1- K 7 bURiE1ER SNE B.P.B. �NR C.J.K. axE xiw SME SA.C. F w aNE WN BY DATE APPR 9Eraom _ _ SCALE �y a -- ----- - -- - -- t AAIM�m CITY OF RENTON Public Works Dept. U. WASTEHAUL POST/FOUNDATION. LLI LLI O O I O 2 I� I) W Q AS-BUILT -353 1 10 M1E LAKE WASHINGTON BLVD NORTH 2/14/1 l STORM WATER & WATER MAIN IMPROVEMENTS CHANNELIZATION PLAN SHEETS 19 19 R127 T M LO co t` CV D_ U) <, . ., w�P��PSN`Nv OCONTRACTOR W <� EXISTING FOG fr Imo- LINE WIDE EDGE LINE. -- 1 W �+ 00 W °' �� 5 5s;- 2 TRAFFIC ARROW PER RENTON STANDARD PLAN ®- OCONTRACTOR Z� <, SECTION 32, TWP 24 N, R 5 E, W.M. EXISTING RPM_ - .` CENTER LINE-'� O �% - + 2 2 pEDICAs BHT OF�WAY 1 to Z, V / 37338 Ai 38317 DOUBLE YELLOW CENTERLINE STRIPE. OCONTRACTOR SHALL FURNISH AND INSTALL Imo- WIDE EDGE LINE. -- 1 4 PLASTIC OCONTRACTOR TRAFFIC ARROW PER RENTON STANDARD PLAN ®- OCONTRACTOR Z� SHALL FURNISH AND INSTALL TYPE 1 s - v RPM PER RENTON STANDARD PLAN W � 4 c W2 -2 w TYPE 1 SECTION 32, TWP 24 N, R 5 E, W.M. EXISTING RPM_ - .` CENTER LINE-'� O �% - + 2 2 pEDICAs BHT OF�WAY 1 to Z, V / 37338 Ai 38317 0 w Yii� a � H- 8 7 i, ry AO-6UIL1 OUMVCT 6T: CVAIV '""" "" 1 ° =20' "„, ;°� " «' CITY OF WAHLSTROM, PLS#44651 B.P.B. C3�yar ® 8 bormke, Lxv- C.J.K. (INFORMED LAND SURVEY) o2A RENTON DATU M CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED ""'�'°'BA,G,� Public Works Dept. 703 DEXTER AVENUE NORTH SUITE 4- BY SC AND BB ON 2/14/2011 & 2/15/2011 �'"""�"�" SEATTLE, DEXTER AVENUE 90109 (2 SUITE 284 -0864 N0. REVISION BY DATE APPR ,wvnvhn B.P.B. I I 0 0 GENERAL NOTES: 1. ALL SIGN TYPES, COLORS AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. 3. SIGN SHEETING SHALL BE HIGH INTESNITY GRADE FOR ALL NEW SIGNS. CHANNELIZATION NOTES: OCONTRACTOR SHALL FURNISH AND INSTALL PAINTED SIGNING NOTES: CONTRACTOR SHALL FURNISH AND INSTALL NEW Q SIGN(S)AND POST PER RENTON STANDARD PLANS.. CONTRACTOR SHALL SALVAGE SIGN TO THE CITY AND WASTEHAUL POST /FOUNDATION. DOUBLE YELLOW CENTERLINE STRIPE. OCONTRACTOR SHALL FURNISH AND INSTALL Imo- WIDE EDGE LINE. -- 1 4 PLASTIC OCONTRACTOR TRAFFIC ARROW PER RENTON STANDARD PLAN a OCONTRACTOR Z� SHALL FURNISH AND INSTALL TYPE 1 J RPM PER RENTON STANDARD PLAN W � 4 c W2 -2 w TYPE 1 SEAHAWKS WAY w N + a D3 YELLOW CENTERLINE. " OCONTRACTOR 3N PLASTIC 2 BICYCLE LANE SYMBOL PER WSDOT STANDARD PLAN od OCONTRACTOR SHALL FURNISH AND INSTALL 24" WIDE PLASTIC STOP LINE PER RENTON STANDARD MAN, W N Q D11-1 OCONTRACTOR 0 D9 -2B AND 0 w Yii� a � H- 8 7 i, ry AO-6UIL1 OUMVCT 6T: CVAIV '""" "" 1 ° =20' "„, ;°� " «' CITY OF WAHLSTROM, PLS#44651 B.P.B. C3�yar ® 8 bormke, Lxv- C.J.K. (INFORMED LAND SURVEY) o2A RENTON DATU M CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED ""'�'°'BA,G,� Public Works Dept. 703 DEXTER AVENUE NORTH SUITE 4- BY SC AND BB ON 2/14/2011 & 2/15/2011 �'"""�"�" SEATTLE, DEXTER AVENUE 90109 (2 SUITE 284 -0864 N0. REVISION BY DATE APPR ,wvnvhn B.P.B. I I 0 0 GENERAL NOTES: 1. ALL SIGN TYPES, COLORS AND DIMENSIONS ARE STANDARD PER THE MUTCD, UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PAVEMENT MARKINGS IMMEDIATELY FOLLOWING PAVING. 3. SIGN SHEETING SHALL BE HIGH INTESNITY GRADE FOR ALL NEW SIGNS. CHANNELIZATION NOTES: OCONTRACTOR SHALL FURNISH AND INSTALL PAINTED SIGNING NOTES: CONTRACTOR SHALL FURNISH AND INSTALL NEW Q SIGN(S)AND POST PER RENTON STANDARD PLANS.. CONTRACTOR SHALL SALVAGE SIGN TO THE CITY AND WASTEHAUL POST /FOUNDATION. UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800 -424 -5555) FOR -FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISRNG UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOUNG THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTUIIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. LAKE WASHINGTON BLVD NORTH STORM WATER & WATER MAIN IMPROVEMENTS CHANNELIZATION PLAN SHEETS Cis, 0 -35 al / t 33111 UROD 2/14/11 muao xa ef" 20 ov DOUBLE YELLOW CENTERLINE STRIPE. OCONTRACTOR SHALL FURNISH AND INSTALL PAINT WIDE EDGE LINE. SHALL FURNISH AND INSTALL PLASTIC OCONTRACTOR TRAFFIC ARROW PER RENTON STANDARD PLAN H008. OCONTRACTOR SHALL FURNISH AND INSTALL TYPE 1 AND TYPE 2E RPM PER RENTON STANDARD PLAN H002 APPROACH LINE. OCONTRACTOR SHALL FURNISH AND INSTALL TYPE 1 AND TYPE 2D RPM PER RENTON STANDARD PLAN H001 DOUBLE YELLOW CENTERLINE. OCONTRACTOR SHALL FURNISH AND INSTALL PLASTIC BICYCLE LANE SYMBOL PER WSDOT STANDARD PLAN M- 9.50 -01. OCONTRACTOR SHALL FURNISH AND INSTALL 24" WIDE PLASTIC STOP LINE PER RENTON STANDARD PLAN H008. OCONTRACTOR SHALL PROTECT EXISTING STRIP AND RPMS DURING CONSTRUCTION. UTILITY NOTE: THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER (ONE CALL CENTER; 1- 800 -424 -5555) FOR -FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISRNG UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOUNG THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH EXCAVATION. THE UTUIIES SHOWN ON THE PLANS ARE BASED UPON AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. LAKE WASHINGTON BLVD NORTH STORM WATER & WATER MAIN IMPROVEMENTS CHANNELIZATION PLAN SHEETS Cis, 0 -35 al / t 33111 UROD 2/14/11 muao xa ef" 20 ov w O m a w w a) 0 0 a w Z J U F a —_C �i!r r• C `14+00 _ I — 4 LO 12 +00 TPI F _ 1-_ l' 2 — ------_'—� Vi LU 2 - - -- -- -- -- -- -- J Q a j� A: 73 � We4�m 37338 0 ,� o. 9. 36311 _ CONSTRUCTION NOTES: tO CONTRACTOR SHALL SAWCUT EXISTING ASPHALT PAVEMENT AND CONCRETE PANEL, AS REQUIRED. O2 CONTRACTOR SHALL COLD PLANE /GRIND EXISTING PAVEMENT SURFACE, 2" DEPTH. ALL MATERIAL SHALL BE REMOVED AND WASTE HAULED BY THE CONTRACTOR. 3O CONTRACTOR SHALL FURNISH AND INSTALL HMA OVERLAY. SEE TYPICAL CROSS SECTIONS ON SHEET 16. O4 CONTRACTOR SHALL FURNISH AND INSTALL NEW PAVEMENT SECTION, SEE TYPICAL CROSS SECTIONS ON SHEET 16. 5O CONTRACTOR SHALL REPAIR EXISTING CONCRETE PANEL PER STANDARD DETAIL H033 IN THE SPECIFICATIONS. O6 CONTRACTOR SHALL FURNISH AND INSTALL GRAVEL SHOULDER, SEE TYPICAL CROSS SECTIONS ON SHEET 16. REMOVE AND WASTEHAUL EXISTING ASPHALT AS REQUIRED. 11� J©©©©©l AS -BUILT SURVEY BY: EVAN" �". NeGLL NWD, WAHLSTROM, PLS#44651 emeao "� 2/14/LAKE OF LAKE WASHINGTON BLVD NORTH B.P.B. 4c; y 8r ®sbosne' Imo. (INFORMED LAND SURVEY) owe C.J.K. REN TON STORM WATER & WATER MAIN DATUM ICI CONSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED c�¢unxuSA,C, sN Public works Dept: IMPROVEMENTS 21 ]Ol DEXTER AVENUE NORTH SUITE 200 PAVEMENT RESTORATION SHEETS SEATTLE, WASHINGTON 98109 <zos, 284-0e60 BY SC AND BB ON 2/14/2011 & 2/15/2011 N0. REVISION BY DATE APPR �AP1i B.P.B. �0°�"r* 21 °' 27 T lM'/ LO M N U) N N W W W W Coll CollO O O N a w Z J 2 L) H a SECTION 32, TWP 24 N, R 5 E. W.M. P. A pI— WA-S-;- �m 37338 . CONSTRUCTION NOTES: O CONTRACTOR SHALL SAWCUT EXISTING ASPHALT PAVEMENT AND CONCRETE PANEL, AS REQUIRED. O2 CONTRACTOR SHALL COLD PLANE /GRIND EXISTING PAVEMENT SURFACE, 2" DEPTH. ALL MATERIAL SHALL BE REMOVED AND WASTE HAULED BY THE CONTRACTOR. O3 CONTRACTOR SHALL FURNISH AND INSTALL HMA OVERLAY. SEE TYPICAL CROSS SECTIONS ON SHEET 16. O4 CONTRACTOR SHALL FURNISH AND INSTALL NEW PAVEMENT SECTION, SEE TYPICAL CROSS SECTIONS ON SHEET 16. SO CONTRACTOR SHALL REPAIR EXISTING CONCRETE PANEL PER STANDARD DETAIL H033 IN THE SPECIFICATIONS. O6 CONTRACTOR SHALL FURNISH AND INSTALL GRAVEL SHOULDER, SEE TYPICAL CROSS SECTIONS ON SHEET 16. REMOVE AND WASTEHAUL EXISTING ASPHALT AS REQUIRED. 1 � AO -6UIL1 OURVCT 6T: CVAPA -- - -- VFFBVI: NAA)11 WAHLSTROM, PLS#44651 DES MO�NpL µm IN 10' s4 2/14/11 CITY OF LAKE WASHINGTON BLVD NORTH B.P.B. "u REN TON STORM WATER & WATER MAIN � �08�> Imo. (INFORMED LAND SURVEY) puxs C.J.K. 1 yCONSULTING ENGINEERS ' THE - ORIGINAL PLANS WERE STAMPED `"s.n.c.�. DATUM Y Public Works Dept. IMPROVEMENTS o0 22 FwaREIRCH 701 DEXTER AVENUE NORTH SUITE 200 gY SC AND BB ON 2/14/2011 & 2/15/2011 ten: � y PAVEMENT RESTORATION SHEETS SEATTLE, WASHINGTON "` 27 ON 98109 206) 284 -0860 NO. REVISION BY DATE APPR 22 B.P.B. 35-3" M LO N 0 .1J SECTION 32, TWP 24 N. R 5 E, W.M. _ — – — — 40 – CAREX BUC — _____________ — Leatherleaf Sedge - �� \G101� B�VD, '�OR��H FADE ��ASIFII 1 –TILIA CORDATA 'HALKA' 1 Summer Sprite Little Leaf Linden 330 – FESTUCA OVINA 'GLAUCA' @ 12" O.C. Blue Fescue HYDROSEED 4J - UURINUJ JLRn.LR/A UILURHULIN: Colorado Red –Osier Redtwig @ 4' O.C. CONROLLER CABINET (See Irrigation Plans) 12 – GAULTHERIA Solal J - J IIVIrnUNIU1AMr Common Snowberry 39 – MAHONIA AQUILIFOLUM @ 4' Oregon Grape 8 – ESCALLONIA X EXONIENSIS 'f Pink Princess Escallonia @ 5' D.C. EIRE ' YD. I - S �� af� WE 1W J — 1)1N Common ROOTGUARD @ 2' HT. 30' -0„ _ W W -- , -- - 12' SIDEWALK oI — Salal * AVAILABLE AT HERGERT FARMS, RIDGEFIELD, WA (360) 727 -5975. JJ — rF111NL3L Dwarf Fountain NO. , \ Iy - ttILSLJ JHINUUIINC o � Red Flowering Current LANDSCAPE NOTES 1. THE LANDSCAPE CONTRACTOR TO VERIFY DIMENSIONS GRADES, PLANT CONDITIONS & LOCATIONS AFFECTING THE WORK. ANY DISCREPANCIES SHALL BE NOTED BEFORE BIDDING OR PERFORMING THE WORK. 2. NO SUBSTITUTES OF SPECIFIED PLANT MATERIAL SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE OWNER. 3. ALL SHRUB AND GROUNDCOVER AREAS TO BE COVERED WITH AFINE GRADE (5/8" MINUS) FIRE BARK AND WATERED SETTLED TO A 2 INCH DEPTH, 4. CONTRACTOR TO LOCATE ALL TREES, SHRUBS, GRASSES AND GROUNDCOVERS FOR APPROVAL BY OWNER PRIOR TO PLANTING. 5. A ROOT GUARD BARRIER IS REQUIRED ALONG THE SIDEWALK AND CURB EDGES OF THE LAWN AREA IN THE PLANTING STRIP. (DEEPROOT #UB -24 -2) 6. LAWN AREA TO BE EXCAVATED TO A MINIMUM DEPTH OF 8" BEFORE PLACING A TOPSOIL BACK FILL IN PLANTING STRIP, 7. LAWN TO BE PROVIDED WITHOUT NYLON NET REINFORCEMENT. 'EMERALD TURF' OR EQUAL. 8. GENERAL CONTRACTOR TO EXCAVATE BIORETENRON POND TO SPECIFIED DEPTH. LANDSCAPE CONTRACTOR TO OVER EXCAVATE POND BOTTOM AND UP TO THE ESTABLISHED WATER LINE AN ADDITIONAL 18" THEN BACK FILL WITH A SOIL MIX OF 60% UTILITY SAND AND 40% COMPOST BY VOLUME, AS RECOMMENDED BY WSU EXTENSION FOR BIORENTENTION SOIL MIX, FOR A MAXIMUM INFILTRATION RATE OF 2.4 INCHES PER HOUR. REVISION D �� mmm V\/ J — IILIH VUIRUM I IA Summer Sprite Little 13 – VACCINIUM OVATUM @ 4' O.C. Evergreen Huckleberry _ W W VV W — W VV O 8- Solal LEGEND: D D. — _ LOCATE TREE AWAY FROM STORM DRAIN ROOTGUARD @ 2' HT. 1 – CORNUS FLORIDA 'RUBRA' Red Dogwood 22 – GAULTHERIA SHALLON @ 3' Solal EXISTING METAL BUILDING U — LJU/ LLUIVIYI A. LAUIVILIIJIJ I Pink Princess Escallonia @ 5' O.C. JYU — ULINAI, Water Parsley MIX THE FOLLOWING @ 6" O.C. AROUND THE POND EDGE 750 – CAREX OBNUPA – Slough Sedge 750 – ELOCHARIS MONTEVIDENSIS – Common Spike Rush 480 – JUNCUS ENSIFOLIUS – Dagger Leafed Rush 480 – SCIRPUS ACUTUS – Hardstem Bulrush • TREES OSHRUBS GROUNDCOVER /GRASSES OR WETLAND (Pattern Varies) LAWN (Non -Net) HYDROSEED qqt I- - W W w 2 w Uj CO) J V a UNIT BLOCK RETAINING WALL (By General Contractor) LANDSCAPE PLAN — South Seqment 7"7 : SCALE: 1" = 20, -0" 0 5 10 20 FEET — — — — — ROOT GUARD (DeepRoot #UB #24 -2) 1• =20- iqa wurtm CITY OF \\ RENTON DATUM y Public Works Dept STATE OF WASHINGTON REGISTERED LANOCAPE ARCHITECT ORIGINAL PLANS DESIGNED & STAMPED BY CALVIN JORDAN, CERT NO.69 AS -BUILT SURVEY BY: EVAN WAHLSTROM, PLS#44651 (INFORMED LAND SURVEYING) i DRAWING NORTH � v]I �� VV I �� . �(� 61 eI I ( Associates, 1[nc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—M&A arcWU,cU0cjA— Inc.com AS -BUILT -35311 2/02/11 LAKE WASHINGTON BLVD NORTH STORMWATER AND WATER MAIN IMPROVEMENTS .m ad, , L --3 //41 _._........... . 23 23 PLANT LIST QUAN BOTANICAL NAME COMMON NAME SIZE CONT SPACING REMARKS TREES 1 CORNUS FLORIDA 'RUBRA' RED DOGWOOD 2" - 2Y" CAL BB 6 TILIA CORDATA 'HALKA' SUMMER SPRITE UTTLELEAF LINDEN 2" - 2)�_ CAL BB 40' OC GROWN FOR STREET TREE ' SHRUBS 45 CORNUS SERICEA 'COLORADENSIS' COLORADO RED OSIER REDTWIG 21" - 24" HT 2 GAL 4' OC BUSHY 16 ESCALLONIA X EXONIENSIS 'FRADESII' PINK PRINCESS ESCALLONIA 24" - 30" HT 5 GAL 5' OC BUSHY 47 GAULTHERIA SHALLON SAAAL 21" - 24" HT 2 GAL 3' OC FULL 39 MAHONIA AQUIFOLIUM OREGON GRAPE 24" - 30" HT 5 GAL 4' OC 3 CANES MIN 19 RIBES SANGUINEUM RED FLOWERING CURRANT 24" - 30" HT 5 GAL S' OC BUSHY 10 SYMPHORICARPOS ALBUS COMMON SNOWBERRY 21" - 24" HT 2 GAL 4' OC BUSHY 13 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 21" - 24" HT 2 GAL 4' OC BUSHY GROUNDCOVER /GRASSES 40 1 CAREX BUCHANANII LEATHER LEAF SEDGE 9" - 12" SP I i GAL 1 2' OC IFULL 330 FESTUCA OVINA 'GLAUCA' BLUE FESCUE 9" - 12" SP 1 GAL 12" OC FULL 35 PENNISETUM ALOPECUROIOES 'HAMELN' DWARF FOUNTAIN GRASS 9" - 12" SP 1 GAL 2' OC FULL WETLAND 750 CAREX OBNUPA SLOUGH SEDGE 6" OC PLANT BELOW WATER LINE 750 ELOCHARIS MONTEVIDENSIS COMMON SPIKE RUSH 6" OC PLANT BELOW WATER LINE 480 JUNCUS ENSIFOLIUS DAGGER LEAFED RUSH 6" OC PLANT BELOW WATER LINE .540 OENANTHE SARMENTOSA WATER PARSLEY Ll 12' OC PLANT ON POND BOTTOM 480 SCIRPUS ACUTUS HARDSTEM BULRUSH 6" OC PLANT BELOW WATER LINE * AVAILABLE AT HERGERT FARMS, RIDGEFIELD, WA (360) 727 -5975. JJ — rF111NL3L Dwarf Fountain NO. , \ Iy - ttILSLJ JHINUUIINC o � Red Flowering Current LANDSCAPE NOTES 1. THE LANDSCAPE CONTRACTOR TO VERIFY DIMENSIONS GRADES, PLANT CONDITIONS & LOCATIONS AFFECTING THE WORK. ANY DISCREPANCIES SHALL BE NOTED BEFORE BIDDING OR PERFORMING THE WORK. 2. NO SUBSTITUTES OF SPECIFIED PLANT MATERIAL SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE OWNER. 3. ALL SHRUB AND GROUNDCOVER AREAS TO BE COVERED WITH AFINE GRADE (5/8" MINUS) FIRE BARK AND WATERED SETTLED TO A 2 INCH DEPTH, 4. CONTRACTOR TO LOCATE ALL TREES, SHRUBS, GRASSES AND GROUNDCOVERS FOR APPROVAL BY OWNER PRIOR TO PLANTING. 5. A ROOT GUARD BARRIER IS REQUIRED ALONG THE SIDEWALK AND CURB EDGES OF THE LAWN AREA IN THE PLANTING STRIP. (DEEPROOT #UB -24 -2) 6. LAWN AREA TO BE EXCAVATED TO A MINIMUM DEPTH OF 8" BEFORE PLACING A TOPSOIL BACK FILL IN PLANTING STRIP, 7. LAWN TO BE PROVIDED WITHOUT NYLON NET REINFORCEMENT. 'EMERALD TURF' OR EQUAL. 8. GENERAL CONTRACTOR TO EXCAVATE BIORETENRON POND TO SPECIFIED DEPTH. LANDSCAPE CONTRACTOR TO OVER EXCAVATE POND BOTTOM AND UP TO THE ESTABLISHED WATER LINE AN ADDITIONAL 18" THEN BACK FILL WITH A SOIL MIX OF 60% UTILITY SAND AND 40% COMPOST BY VOLUME, AS RECOMMENDED BY WSU EXTENSION FOR BIORENTENTION SOIL MIX, FOR A MAXIMUM INFILTRATION RATE OF 2.4 INCHES PER HOUR. REVISION D �� mmm V\/ J — IILIH VUIRUM I IA Summer Sprite Little 13 – VACCINIUM OVATUM @ 4' O.C. Evergreen Huckleberry _ W W VV W — W VV O 8- Solal LEGEND: D D. — _ LOCATE TREE AWAY FROM STORM DRAIN ROOTGUARD @ 2' HT. 1 – CORNUS FLORIDA 'RUBRA' Red Dogwood 22 – GAULTHERIA SHALLON @ 3' Solal EXISTING METAL BUILDING U — LJU/ LLUIVIYI A. LAUIVILIIJIJ I Pink Princess Escallonia @ 5' O.C. JYU — ULINAI, Water Parsley MIX THE FOLLOWING @ 6" O.C. AROUND THE POND EDGE 750 – CAREX OBNUPA – Slough Sedge 750 – ELOCHARIS MONTEVIDENSIS – Common Spike Rush 480 – JUNCUS ENSIFOLIUS – Dagger Leafed Rush 480 – SCIRPUS ACUTUS – Hardstem Bulrush • TREES OSHRUBS GROUNDCOVER /GRASSES OR WETLAND (Pattern Varies) LAWN (Non -Net) HYDROSEED qqt I- - W W w 2 w Uj CO) J V a UNIT BLOCK RETAINING WALL (By General Contractor) LANDSCAPE PLAN — South Seqment 7"7 : SCALE: 1" = 20, -0" 0 5 10 20 FEET — — — — — ROOT GUARD (DeepRoot #UB #24 -2) 1• =20- iqa wurtm CITY OF \\ RENTON DATUM y Public Works Dept STATE OF WASHINGTON REGISTERED LANOCAPE ARCHITECT ORIGINAL PLANS DESIGNED & STAMPED BY CALVIN JORDAN, CERT NO.69 AS -BUILT SURVEY BY: EVAN WAHLSTROM, PLS#44651 (INFORMED LAND SURVEYING) i DRAWING NORTH � v]I �� VV I �� . �(� 61 eI I ( Associates, 1[nc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E—M&A arcWU,cU0cjA— Inc.com AS -BUILT -35311 2/02/11 LAKE WASHINGTON BLVD NORTH STORMWATER AND WATER MAIN IMPROVEMENTS .m ad, , L --3 //41 _._........... . 23 23 T M LO M n N CL J� M N -- W W LOU Coll W Z' J U Q W w W - - W EXISTING METAL BUILDING SECTION 32, TN/P 24 N, R 5 E, �ADT WASHNDTODI BLVD, NODT;-] W W — -- W — W VV W LANDSCAPE PLAN — Middle Seament 0 5 10 20 FEET SCALE: Y' = 20' -0 " NORTH HYDROSEED DISTJBED AREA vv EX. TREES TO REMAIN (Typ) LCD N H W W 2 W W W \Z J F_ Q TREE SECURED TO 2" x 2" CITY TO APPROVE TREES W/ 3/4" AM LEONARD TREE BEFORE EXCAVATION 11E WEBBING (Green Color). OF TREE PITS WIRE WEBBING TO STAKES (2) 2" x 2" x" 10' HEMLOCK STAKES FAA, (PRE - STAINED BROWN) SET 2" BARK MULCH y� WINDWARD TO PREVAILING WIND Calvin l loch POSITION ROOT COLLAR Associates, 1nc. AT FINISH GRADE PREPARED PLANTING MIX BACKFILL ARCHITECTURE MOUND SLIGHTLY URBAN PLANNING TO HOLD WATER MOUND SLIGHTLY 10.4" SLOPE SIDES OF EXCAVATION LANDSCAPE ARCHITECTURE 2" BARK MULCH TO HOLD WATER '` 8' TOPSOIL _!,� 15.6" N1(7�(�i 15048 NE aet /xen RD 8' TOPSOIL ROOTBALL + f 1 � I t) IVd BELLEVUE. WA 96007 Fax (425) 643 4607 TO (425) 643 3123 'ANT" E —Mil amWtects ®ale— im.com REMOVWIRE AND /OR BURLAP WRAP FROM \ IAI/%I —VA _VA I PREPARED PLANTING MIX ip" STATE OF ROOTBALL DURING SIDEWALK INSTALLATION BACKFILL WASHINGTON - -� -S —TFT i —iT —I II I' II I- 12" GREATER 78 REGISTERED MIN. 3X ROOTBALL AN ROOTBALL LANDCAPE ARCHITECT ROOTGUARD (T)p) 24' HT. ORIGINAL PLANS DESIGNED TREE PLANTING SHRUB PLANTING GROUNDCOVER & STAMPED RT CALVIN DETAIL N.T.S. DETAIL N.T.S. SPACING N_LS. IORDAN. SURVEY BY: AS—BUILT AS—BUILT SURVEY #4 EVAN WAHLSTROM, PLSJj44651 (INFORMED LAND SURVEYING) D - 3 51311 1 S CITY OF 2/02/11 eP.e. LAKE WASHINGTON BLVD NORTH RENTON DATUM V STORMWATER AND WATER MAIN w aw ° ,aa I 1' Public Works Dept. IMPROVEMENTS 24 NO. REVISION BY DATE APPIR P & 801 °00 °11°' 'm' 24 °127 EX. TREES TO REMAIN (Typ) LCD N H W W 2 W W W \Z J F_ Q TREE SECURED TO 2" x 2" CITY TO APPROVE TREES W/ 3/4" AM LEONARD TREE BEFORE EXCAVATION 11E WEBBING (Green Color). OF TREE PITS WIRE WEBBING TO STAKES (2) 2" x 2" x" 10' HEMLOCK STAKES FAA, (PRE - STAINED BROWN) SET 2" BARK MULCH y� WINDWARD TO PREVAILING WIND Calvin l loch POSITION ROOT COLLAR Associates, 1nc. AT FINISH GRADE PREPARED PLANTING MIX BACKFILL ARCHITECTURE MOUND SLIGHTLY URBAN PLANNING TO HOLD WATER MOUND SLIGHTLY 10.4" SLOPE SIDES OF EXCAVATION LANDSCAPE ARCHITECTURE 2" BARK MULCH TO HOLD WATER '` 8' TOPSOIL _!,� 15.6" N1(7�(�i 15048 NE aet /xen RD 8' TOPSOIL ROOTBALL + f 1 � I t) IVd BELLEVUE. WA 96007 Fax (425) 643 4607 TO (425) 643 3123 'ANT" E —Mil amWtects ®ale— im.com REMOVWIRE AND /OR BURLAP WRAP FROM \ IAI/%I —VA _VA I PREPARED PLANTING MIX ip" STATE OF ROOTBALL DURING SIDEWALK INSTALLATION BACKFILL WASHINGTON - -� -S —TFT i —iT —I II I' II I- 12" GREATER 78 REGISTERED MIN. 3X ROOTBALL AN ROOTBALL LANDCAPE ARCHITECT ROOTGUARD (T)p) 24' HT. ORIGINAL PLANS DESIGNED TREE PLANTING SHRUB PLANTING GROUNDCOVER & STAMPED RT CALVIN DETAIL N.T.S. DETAIL N.T.S. SPACING N_LS. IORDAN. SURVEY BY: AS—BUILT AS—BUILT SURVEY #4 EVAN WAHLSTROM, PLSJj44651 (INFORMED LAND SURVEYING) D - 3 51311 1 S CITY OF 2/02/11 eP.e. LAKE WASHINGTON BLVD NORTH RENTON DATUM V STORMWATER AND WATER MAIN w aw ° ,aa I 1' Public Works Dept. IMPROVEMENTS 24 NO. REVISION BY DATE APPIR P & 801 °00 °11°' 'm' 24 °127 96,,6 - 3.5.11 r- M LO M N OL w s I I w o I SECTION 32, TWP 24 N, R 5 E, W. 1 -1/2" WATER 4AR --&- METER (By General Contractor) _ w — w 1„ _-- 1 -1/4 w _w - - W— w —�Wva W W 'N W — — _vd_w 1 -1 /4" 1" 0 i 12' WIDE CONCRETE SIDEWALK 1- _--- ___,- ._.- . -. - -- o D SEE IRRIGATION I 4"Pvc S��E co> L - - - o — 3/4 v�1siE - D —- 120 V 1 -PHASE UNDERGROUND 0 La 24" fl FOR �� D I I DETAILS -SHEET 27 I 1 � ELECTRICAL SERVICE IN 2" CONDUIT - (By General Contractor- ) - LOCATE CONTROLLER CABINET ADJACENT / 0 TO SIDEWALK - - - -_ - - -- _ °� (See Detail - - - - -- - -- _ - - - -- - -_ _ -- -/� \ BIORENTENTION POND EXCAVATED BY I GENERAL CONTRACTOR IRRIGATION PLAN 0 5 10 20 FEET CABINET LEGEND �t 'YAGI' ANTENNA - TORO BMYA -4506. CONNECT TO CONTROLLER 02 4" X 4" WIRE GLASS VIEW PORT FOR METER READING 3O METER BASE W/ METER. POSITION METER AT VIEW PORT ® 70A LOAD CENTER, 120 V, 1 -PH, W/ 2 -20A CIRCUIT BREAKERS �5 CONTROLLER POWER CONDUIT © DUPLEX RECEPTALE 0 42' X 48" X 16 "D NEMA 3R PADMOUNT (SKYLINE MFG. #041703) ' © IRRIGATION GROUNDING GRID - SEE DETAIL 90 5/8" X 18" GROUND ROD 10 #6 BARE GROUND WIRE 11 2" CONDUIT W/ SWEEPS 10 54" X 26" X 12° CONCRETE BASE 13 1/2" X 10" ANCHOR BOLTS (TYR) 14 IRRIGATION CONTROLLER - TORO SENTINEL ESC9- U2- WSI- S3 -ATX ' SECURE CABINET DOOR WITH A FLAT BAR WITH HOOK SUPS ACROSS FACE OF THE CABINET AND PADLOCK EACH END OF THE BAR. ® NORTH SCALE: 1" = 20' -0" IRRIGATION NOTES ---- -- D W W -- W D D 1) THE IRRIGATION SYSTEM IS DIAGAMMATIC AND THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSTALLATION FOR PROPER OPERA RON 2) INSTALL MANNUAL DRAIN VALVE FOR EACH VALVE SYSTEM 3) ALL IRRIGATION PIPING IS 3/4" UNLESS OTHERWISE NOTED 4) LOCATE IRRIGATION HEADS 6" BEHIND BACK OF CURB 5) CONTRACTOR TO COORDINATE 'NTH CITY OF RENTON FOR FREQUENCY CONNECTION OF ANTENNA. THE ANTENNA WILL REQUIRE COMPLETE COMPATABILITY 'NTH THE SENDING UNIT LOCATED AT RENTON CITY HALL. 6) IRRIGATION MAIN LINE TO BE 24" DEEP AND IRRIGATION LATERIAL LINES TO BE 12" DEEP. REFER TO IRRIGATION LEGEND AND DETAILS. GROUND ROD LAYOUT GROUND ROD ASSEMBLY WA Calvin lorda ss®ci ales. Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 5048 EE RED RD `V \V HELLEVtJE. WA WA 8000'i 7 Fax (425) 643 4607 Tel (425) 643 3123 E —Mai, arcWtecte®cja— iac.com STATE OF WASHINGTON REGISTERED LANDCAPE ARCHITECT THREE ROD GROUNDING GRID ORIGINAL PLANS DESIGNED CONTROLLER CABINET N.T.S. ffi JORDANERT .69 STAMPED DETAIL — Irrigation AS —BUILT SURVEY BY: AS -BUNT N.T.S. EVAN WAHLSTROM, PLSj#44651 (INFORMED LAND SURVEYING) DJ-13$13 1 117 - .�"' •SEW 1jG10q ., sb - CITY OF 2/02/111 B.Pa LAKE WASHINGTON BLVD NORTH G")'K' � 09y•I DATUM � - RENTON STORMWATER AND WATER MAIN •m 'm e"I :n Public Works Dept IMPROVEMENTS 26 NO. REVISION BY DATE APPR ° 26""27 oe>: 1 t 7 IRRIGATION LEGEND SYMB TYPE NOZ MANUFACTURER DESCRIPTION PERFORMANCE QO 1804 8 MPR —H RAINBIRD POP —UP SPRAY HEAD 8' R 0 0.52 GPM 0 30 PSI ® 1804 10 MPR —H RAINBIRD POP —UP SPRAY HEAD 10' R 0 0.79 GPM 0 30 PSI L 1804 10 MPR —Q RAINBIRD POP —UP SPRAY HEAD 10' R 0 0.39 GPM 0 30 PSI 1804 10 MPR —T RAINBIRD POP —UP SPRAY HEAD 10' R 0 0.53 GPM 0 30 PSI ® 1804 15 SST RAINBIRD POP —UP SPRAY HEAD 4' X 30' 0 1.21 GPM 0 30 PSI ® 1804 15 EST RAINBIRD POP —UP SPRAY HEAD 4' X 15' 0 0.61 GPM 0 30 PSI ® 44RC RAINBIRD QUICK COUPLER VALVE N PGA—PRS —B RAINBIRD i" ELECTRIC REMOTE VALVE W/ PRESSURE REDUCING MODULE IN ARMOR (AMETEK) VALVE BOX ® IRRIGATION CONTROLLER CABINET SKYLINE LOCATE LOAD CENTER & TORO CONTROLLER INSIDE CABINET (See Detail) ❑M 1" WATER METER & 3/4" FEBCO 850 DOUBLE CHECK VALVE ASSEMBLY IN A FOGTTTE #2 VALVE BOX CLASS 200 PVC LATERAL PIPE 0 12" DEPTH 2" MAIN LINE: — SCHEDULE 40 PVC 0 24" DEPTH ® SCHEDULE 40 PVC SLEEVE 0 24" DEEP GROUND ROD LAYOUT GROUND ROD ASSEMBLY WA Calvin lorda ss®ci ales. Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 5048 EE RED RD `V \V HELLEVtJE. WA WA 8000'i 7 Fax (425) 643 4607 Tel (425) 643 3123 E —Mai, arcWtecte®cja— iac.com STATE OF WASHINGTON REGISTERED LANDCAPE ARCHITECT THREE ROD GROUNDING GRID ORIGINAL PLANS DESIGNED CONTROLLER CABINET N.T.S. ffi JORDANERT .69 STAMPED DETAIL — Irrigation AS —BUILT SURVEY BY: AS -BUNT N.T.S. EVAN WAHLSTROM, PLSj#44651 (INFORMED LAND SURVEYING) DJ-13$13 1 117 - .�"' •SEW 1jG10q ., sb - CITY OF 2/02/111 B.Pa LAKE WASHINGTON BLVD NORTH G")'K' � 09y•I DATUM � - RENTON STORMWATER AND WATER MAIN •m 'm e"I :n Public Works Dept IMPROVEMENTS 26 NO. REVISION BY DATE APPR ° 26""27 oe>: 1 t 7 AMA I` N CIL J 3/4" DOUBLE CHECK VALVE ASSEMBLY IRRIGATION TO PRESSURE MAIN LINE 1 1/2° MAIN 1" WATER METER METER / DOUBLE CHECK VALVE ASSEMBLY NTS SCHEDULE 40 ELBOW THREADED TEE AT MAINLINE FINISH SURFACE SPRINKLER FLUSH OF PAVEMENT WITH FINISH GRADE OR CURB PVC TEE OR ELBOW PVC LATERAL LINE N SCHEDULE 40 STREET ELBOW 360A PVC TRIPLE SWING JOINT — SCHEDULE 80 SCHEDULE 40 STREET ELBOW TYPICAL FLEXIBLE RISER NTS SIDE ELEVATION SECTION THROUGH MAIN LINE FINISH GRADE VALVE BOX (10" ROUND) QUICK COUPLER — RAINBIRD 44 RC (2) STAINLESS STEEL CLAMPS TO STAKE SCH. 80 PVC NIPPLE W /3' #4 REBAR STAKE SCHED. 40 PVC ELBOW 360A PVC TRIPLE SWING JOINT — SCHEDULE 80 PVC PRESSURE MAIN SCHED. 40 PVC TEE OR ELBOW WITH THREADED OUTLET QUICK COUPLER 360" PVC TRIPLE SWING JOINT ALL THE FITTINGS AND PIPE TO BE SAME DIA, AS IPS FEMALE CONNECTION OF QUICK COUPLER. QUICK COUPLER DETAIL NTS IRRIGATION MAINLINE, SIZE AS INDICATED ON PLAN Q I O 1 SECTION 32, TWP 24 N, R 5 E, of INSTALL DETECTABLE MARKING TAPE 6" ABOVE PIPE, TAPE WIRE BUNDLE AT APPROX 20' OC VALVE WIRE BUNDLE NOTE: INSTALL WIRE BUNDLE BELOW PIPE CENTER AS SHOWN. CONTROL WIRE BUNDLE INSTALLATION NTS TO ME 1-'L/AIYI BOXES v IVNIN. I I\LG DRAINING GRAVEL VALVE BOX WIRE LOOP — CONTROL WIRES AUTOMATIC CONTROL VALVE PROVIDE CLEARANCE FINISH GRADE ALL AROUND FOR FUTURE SCHED. 80 PVC. NIPPLE, DIA. OF REMOVAL, TYP VALVE, MIN. 2" LONG, EA, SIDE OF AUTOMATIC VALVE SCHEDULE 80 REDUCER N (SxTH), SCHEDULE 80 UNION, TYP. PVC LATERAL LINE BRICK SUPPORTS, TYP. PVC 90 ELBOW ® e ® �— EACH CORNER PVC LINE MAIN 4" MIN. GRAVEL BACKFILL FOR DRAINS NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF " BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER /APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING, THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS — CONNECTION CONTROL SPECIALIST, FAX NO. 425 -430 -7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. DOUBLE CHECK VALVE ASSEMBLY NTS PVC THREADED ELBOW OR TEE NOTE: ONLY ONE ((1) VALVE PER VALVE BOX SEAL ALL THREADED JOINTS WIT F TEFLON TAPE ON MALE THREADS ONLY. AUTOMATIC CONTROL VALVE NTS >�I STATE OF WASHINGTON REGISTERED LANDCAPE ARCHITECT ORIGINAL PLANS DESIGNED & STAMPED BY CALVIN JORDAN, CERT NO.69 AS —BUILT SURVEY BY: EVAN WAHLSTROM, PLS#44651 (INFORMED LAND SURVEYING) IRRIGATION DETAILS N.T.S. "t, sB®cta1 es, linc ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE HEL /RED RD BELIE ' WA 90007 Fax (425) 643 4607 Tel (425) 643 3123 E —Mail: architects ®eja— i=.com AS CITY OF LAKE WASHINGTON BLVD NORTH o•�r•,X RENTON STORMWATER AND WATER MAIN S AC. a oaruM Public Works Dept IMPROVEMENTS N0. REVISION BY DATE APPR Mm"R wia " > e.P.a aQ - 353115 BULT 53118 2 /DSm 27 °m' 27 °t27