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Home My WebLink AboutzR-4032SetrW V 0 rr Lu W U) 2 U T C) Lu W NW COR SEC. 3-23-5, FOUND 1/2 BRASS W/PUNCH IN CONCRETE IN CASE (6/00) NORTH LINE OF 3-23-5 N 88 29'35" W(KCAS)1317.81 ' (CAL) N 88 29'33" W (DEED)1317.92' (DEEG, 'NO PARKING -ANY TIME' SIGNAGE R7-1 MOD (TYP). (WITHOUT THE ARROW) SPACED AT MAXIMUM 50-FEET CENTER ON ONE SIDE OF STREET THROUGHOUT THE PLAT. STREET LIGHT POLE MAY BE USED FOR SIGNS. FOUND 1/4"IRON ROD IN CONCRETE AT INTER. OF NE 24774 STREET & UNION AVE NE. X/00) RENTON MON 11838 E=1 3O7' 1.439 , S 79 58:39" E 2187.14 CIVIL GINEER� S 7958'S7" E 218724,�0 j) JOE HO PER PACIFIC ENGINEERING DESIGN, LLC 15445 53RD AVE S, SUITE 100 SEATTLE, WA 98188 (206)431-7970 OWNERS SOUND BLDG & DEVELOPMENT, LLC 21222 132ND AVE SE KENT, WA 98042 PH. 206-790-5385 Pacific De l Jfi1 I r� �I�� r Civil En yinee-tire J Planning Con mJ-Lun-t . TRACT A 0 11,014 SF/ 8 ,19 0.25 AC 15' SS 10' UnuflES EAS80VT EASEMENT (rrP) 15.0 LOT 1 " 6,653 SF/ I ( I 0.15 AC __—_ 107.34'-N89�1351 W J — R 1 ' I 0 Pi Lu co N \ \ TRACT C \ c 8,850 SF/ \ ` 0.20 AC -------__--- _-N89'13'51"W 50.01' 50.01' r---------, I r---------1 I r --\. 1P i w PORTION OF THE NW 1 /4 OF THE NW 1 /4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON P^^- ,4Y MAXIMUM 50-FEET CENTER ONE SIDE OF STREET THROUGHOUT THE PLAT. STREET LIGHT POLE MAY BE USE[ FOR SIGNS. x 6,639 SF� �. 0.15 AC LOT 20 41,1 .� 1'4/' 5,801 SF/ j Z;V 0.13 AC LOT 19 ' " j' 5,805 SF/ s 0.13 AC LOT 18 ,`�,' 5,719 SF/ /c 0.13 AC % LOT 17 sp `�• v'' ,' py�. i• \00',\ / ' 1414 6 NOTES: 1. ALL PROPOSED FEATURES SHOULD BE BASED ON AND TIED TO SURVEY ACCURATE BASE INFORMATION. 2. ALL WORK SHALL BE COMPLETED WITHIN PROJECT BOUNDARY UNLESS A TEMPORARY CONSTRUCTION EASEMENT IS PROVIDED. A CURRENT TEMPORARY CONSTRUCTION EASEMENT (TCE) IS REQUIRED TO BE OBTAINED FROM THE NEIGHBOR PRIOR TO ISSUANCE OF THE CONSTRUCTION PERMIT. NO PARKING -ANY TIME' SIGNAGE R7-1 MOD (TYP). (WITHOUT THE ARROW) SPACED AT MAXIMUM 50-FEET CENTER ON ONE SIDE OF STREET THROUGHOUT THE PLAT. STREET LIGHT POLE MAY BE USED FOR SIGNS. 50 0 50 100 GRAPHIC SCALE SCALE:1"=50' xg 4,751 SF � I ry 4 751 SF �- T -,-,or--'-----� 8229 SF1 \ ,o�oy , „0.11 AC Il°�' 0.11 AC izlu�i 0.19 AC _ _-- Q '�/T / , 0o F IsZI I ,� "� �� 5,744 SF/,'� i SLOT 15 `� LOT 5 I ; LOT 4 i LOT 3 9 0.13 AC ,ties% ,�; / s �� \ L l f' `� ,'�q4,754 SF/ �/ L 0.10 AC L 50.01' �0 84.50_10 L7 41 i� L .p,� SB4b300"E� ��--�--� � ,��',' L2 I 9 LOT 14 ..15' '�3\' j 5,169 SF/ F w \ I\ \�� \ \ I N89'13'51'W N ` 160.51' MAILBOX LOCA770N b �/ - _ O� 89 \ \\0.11 AC J N PER POSTMASTER S /84839�p- E 9 �, Z I SEE SHEET 06 / \ �'� Rj\ i I \ T �� < \ I 53.35' I 50.00' 50.00' 31.97\.l — — i i I �-x ' �, \, Sao, j _S�8'19 52 EJ °' I / I, LOT 11 31 r 's\ 9;^�; I�42,79'-- �f \ w i-------r--------- I�i i LOT 8 kw, �------� � \. Gs.,\ of I LOT 9 I _,, k3� rn _ I Ito' �M' v i i� i i. i i. LOT 10 �� LOT 6 0l LOT 7 0l 4L600 SF/ iol i°'I ial 5 516 S I / o 14,984 CF/ ?' 4,600 SF/ ice' 0.10 AC iz' _--4�980_SF1 3' ___4 59_6_S�_�i$I i� 0.12 AC �o' ��, u' I \ \ Z of 0.10 AC L 1 of 0.11 AC of 0.10 AC I i�l LOT 12 LOT 13 00 \ \ - 0I �I 1 5,012 SF/ 4,569 SF/ IiINUMINIBIWAIG :01 — �15 C16 C17 C18 C19 C20 C21 C22 C23 C24 COVER SHEET :02 — TEMPORARY EROSION CONTROL PLAN :03 — TEMPORARY EROSION CONTROL DETAIL :04 — GRADING PLAN :05 — STORM PLAN 01 :06 — STORM PLAN 02 :07 — STORM PROFILE :08 — STORM DETAILS AND NOTES :09 — STORM DETAILS :10 — STORM DETAILS :11 — DETENTION VAULT PLAN AND DETAILS :12 — SEWER PLAN 01 :13 — SEWER PLAN 02 :14 — SEWER PROFILE — SEWER DETAILS AND NOTES — WATER PLAN 01 — WATER PLAN 02 — WATER PROFILE — WATER DETAILS AND NOTES — WATER DETAILS — STREET LIGHT PLAN 01 — STREET LIGHT PLAN 02 — STREET LIGHT DETAILS — STREET LIGHT DETAILS —TITLE/COVER SHEET PLANTING —1 — PLANTING PLAN —2 — PLANTING PLAN —3 — PLANTING DETAIL —4 — PLANTING SPECIFICATION RRIGATION —1 — IRRIGATION PLAN —2 — IRRIGATION PLAN —3 — IRRIGATION DETAIL —4 — IRRIGATION SPECIFICATION --------- - - - - - - - L-------- I---------- a 11 AC g a 10 AC o I \ �. LEGEND: o' `-----------Joel--------- I L-----------J�l-----------J z I NI ti I \ \ 'NO PARKING —ANY TIME' SIGN S 89'13'51" E 430.43' I \ \ \ INTER DUVALL AVE NE & NE 23RD STREET C.O.R. MON 11803 1 " BRASS DISK W/PUNCH MARK IN MON CASE(10/96) N=189, 621.74' i189, 621.91 MEAS) E=1, 313, 592.88 (1, 313, 593.01 MEAS) AL E sF. 9� 2 NE 28TH ST Q 2 Z Z NE 25TH S Q NE 24TH ST U O 2 Q SURVEY NOTES: INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: JANUARY 2012 BASIS OF BEARING: NORTH LINE OF THE NW 1/4 OF SECTION 3, TWN 23 N, R 5 E, W.M. (N 89°29'35"W) BENCHMARK: CITY OF RENTON MON #1838 1 /4" IRON ROD IN CONCRETE POST IN CASE AT THE INTER. NE 24 th ST & UNION AVE NE ELEVATION 456.63' (139.182m) NAVD 1988 CITY OF RENTON MON #1803 1" BRASS DISK W/PUNCH MARK IN MON CASE (10/96) N=189,621.74 E=1,313,592.88 UTILITIES SANITARY SEWER — CITY OF RENTON — PHONE 425-430-7200 WATER DISTRICT — CITY OF RENTON — PHONE 425-430-7200 FIRE DEPARTMENT — CITY OF RENTON — PHONE 425-430-7200 GAS COMPANY — PUGET SOUND ENERGY, 253-839-1403 POWER COMPANY — PUGET SOUND ENERGY, 253-839-1403 TELEPHONE — QWEST, 1-888-573-1311 TELEVISION CABLE — COMCAST NETWORK 1-800-934-6489 SURVEY NOTES: SEC CORNER C04 QUARTER CORNER ® FOUND DEBAR L EGA L DESCRIPTION: THAT A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.• COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION, THENCE SOUTH 88 2335" EAST ALONG THE NORTH LINE OF THE SECTION 863.71 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 88 2935" EAST 130.96 FEET TO THE SOUTHWESTERLY MARGIN OF COUNTRY ROAD, THENCE SOUTH 4750'49" EAST ALONG SAID MARGIN 424.84 FEET,• THENCE SOUTH 01 40'08" WEST 164.42 FEET THENCE NORTH 897351 " WEST 430.43 FEET THENCE NORTH 014748" EAST 128.90 FEET THENCE NOR TH 89 7 3'51 WEST 24.76 FEET THENCE NORTH 014821 " EAST 318.12 FEET TO THE TRUE POINT OF BEGINNING, (ALSO KNOWN AS LOT 3 OF LOT LINE ADJUSTMENT NO. LLA 010-90, RECORDED OCTOBER 16,1990 UNDER RECORDING NO. 9010169012 ANAD REVICED BY INSTRUMENT RECORDED IN FEBRUARY 112, 1991 UNDER RECORDING NO. 902129004, IN KING COUNTY, WASHINGTON). IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-403201 I / ASBUILTS SURVEYED: SCALE DATE: HORIZONTAL N� 1�%1991 CHRISTELLE RIDGE 3-22-2018 DESIGNED: J. HOPPER NOTED CITY OF SOUND BLDG & DEVELOPMENT, LLC Fl°•DBOOK, °RAWN P. PATEL RENTON 21222 132ND AVE SE PRG� ONE INCH DATUM a DRAWING No: -61 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 8/01/18 JH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. KENT' WA 98042 01 J. HOPPER IF NOT ONE INCH P NO. REVISION BY DATE APPR OSCALE ACCORDINGLY J. HOPPER COVER SHEET '° 01 °�°24 RRIGATION —1 — IRRIGATION PLAN —2 — IRRIGATION PLAN —3 — IRRIGATION DETAIL —4 — IRRIGATION SPECIFICATION --------- - - - - - - - L-------- I---------- a 11 AC g a 10 AC o I \ �. LEGEND: o' `-----------Joel--------- I L-----------J�l-----------J z I NI ti I \ \ 'NO PARKING —ANY TIME' SIGN S 89'13'51" E 430.43' I \ \ \ INTER DUVALL AVE NE & NE 23RD STREET C.O.R. MON 11803 1 " BRASS DISK W/PUNCH MARK IN MON CASE(10/96) N=189, 621.74' i189, 621.91 MEAS) E=1, 313, 592.88 (1, 313, 593.01 MEAS) AL E sF. 9� 2 NE 28TH ST Q 2 Z Z NE 25TH S Q NE 24TH ST U O 2 Q SURVEY NOTES: INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: JANUARY 2012 BASIS OF BEARING: NORTH LINE OF THE NW 1/4 OF SECTION 3, TWN 23 N, R 5 E, W.M. (N 89°29'35"W) BENCHMARK: CITY OF RENTON MON #1838 1 /4" IRON ROD IN CONCRETE POST IN CASE AT THE INTER. NE 24 th ST & UNION AVE NE ELEVATION 456.63' (139.182m) NAVD 1988 CITY OF RENTON MON #1803 1" BRASS DISK W/PUNCH MARK IN MON CASE (10/96) N=189,621.74 E=1,313,592.88 UTILITIES SANITARY SEWER — CITY OF RENTON — PHONE 425-430-7200 WATER DISTRICT — CITY OF RENTON — PHONE 425-430-7200 FIRE DEPARTMENT — CITY OF RENTON — PHONE 425-430-7200 GAS COMPANY — PUGET SOUND ENERGY, 253-839-1403 POWER COMPANY — PUGET SOUND ENERGY, 253-839-1403 TELEPHONE — QWEST, 1-888-573-1311 TELEVISION CABLE — COMCAST NETWORK 1-800-934-6489 SURVEY NOTES: SEC CORNER C04 QUARTER CORNER ® FOUND DEBAR L EGA L DESCRIPTION: THAT A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.• COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION, THENCE SOUTH 88 2335" EAST ALONG THE NORTH LINE OF THE SECTION 863.71 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 88 2935" EAST 130.96 FEET TO THE SOUTHWESTERLY MARGIN OF COUNTRY ROAD, THENCE SOUTH 4750'49" EAST ALONG SAID MARGIN 424.84 FEET,• THENCE SOUTH 01 40'08" WEST 164.42 FEET THENCE NORTH 897351 " WEST 430.43 FEET THENCE NORTH 014748" EAST 128.90 FEET THENCE NOR TH 89 7 3'51 WEST 24.76 FEET THENCE NORTH 014821 " EAST 318.12 FEET TO THE TRUE POINT OF BEGINNING, (ALSO KNOWN AS LOT 3 OF LOT LINE ADJUSTMENT NO. LLA 010-90, RECORDED OCTOBER 16,1990 UNDER RECORDING NO. 9010169012 ANAD REVICED BY INSTRUMENT RECORDED IN FEBRUARY 112, 1991 UNDER RECORDING NO. 902129004, IN KING COUNTY, WASHINGTON). IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-403201 I / ASBUILTS SURVEYED: SCALE DATE: HORIZONTAL N� 1�%1991 CHRISTELLE RIDGE 3-22-2018 DESIGNED: J. HOPPER NOTED CITY OF SOUND BLDG & DEVELOPMENT, LLC Fl°•DBOOK, °RAWN P. PATEL RENTON 21222 132ND AVE SE PRG� ONE INCH DATUM a DRAWING No: -61 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 8/01/18 JH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. KENT' WA 98042 01 J. HOPPER IF NOT ONE INCH P NO. REVISION BY DATE APPR OSCALE ACCORDINGLY J. HOPPER COVER SHEET '° 01 °�°24 --------- - - - - - - - L-------- I---------- a 11 AC g a 10 AC o I \ �. LEGEND: o' `-----------Joel--------- I L-----------J�l-----------J z I NI ti I \ \ 'NO PARKING —ANY TIME' SIGN S 89'13'51" E 430.43' I \ \ \ INTER DUVALL AVE NE & NE 23RD STREET C.O.R. MON 11803 1 " BRASS DISK W/PUNCH MARK IN MON CASE(10/96) N=189, 621.74' i189, 621.91 MEAS) E=1, 313, 592.88 (1, 313, 593.01 MEAS) AL E sF. 9� 2 NE 28TH ST Q 2 Z Z NE 25TH S Q NE 24TH ST U O 2 Q SURVEY NOTES: INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: JANUARY 2012 BASIS OF BEARING: NORTH LINE OF THE NW 1/4 OF SECTION 3, TWN 23 N, R 5 E, W.M. (N 89°29'35"W) BENCHMARK: CITY OF RENTON MON #1838 1 /4" IRON ROD IN CONCRETE POST IN CASE AT THE INTER. NE 24 th ST & UNION AVE NE ELEVATION 456.63' (139.182m) NAVD 1988 CITY OF RENTON MON #1803 1" BRASS DISK W/PUNCH MARK IN MON CASE (10/96) N=189,621.74 E=1,313,592.88 UTILITIES SANITARY SEWER — CITY OF RENTON — PHONE 425-430-7200 WATER DISTRICT — CITY OF RENTON — PHONE 425-430-7200 FIRE DEPARTMENT — CITY OF RENTON — PHONE 425-430-7200 GAS COMPANY — PUGET SOUND ENERGY, 253-839-1403 POWER COMPANY — PUGET SOUND ENERGY, 253-839-1403 TELEPHONE — QWEST, 1-888-573-1311 TELEVISION CABLE — COMCAST NETWORK 1-800-934-6489 SURVEY NOTES: SEC CORNER C04 QUARTER CORNER ® FOUND DEBAR L EGA L DESCRIPTION: THAT A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.• COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION, THENCE SOUTH 88 2335" EAST ALONG THE NORTH LINE OF THE SECTION 863.71 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 88 2935" EAST 130.96 FEET TO THE SOUTHWESTERLY MARGIN OF COUNTRY ROAD, THENCE SOUTH 4750'49" EAST ALONG SAID MARGIN 424.84 FEET,• THENCE SOUTH 01 40'08" WEST 164.42 FEET THENCE NORTH 897351 " WEST 430.43 FEET THENCE NORTH 014748" EAST 128.90 FEET THENCE NOR TH 89 7 3'51 WEST 24.76 FEET THENCE NORTH 014821 " EAST 318.12 FEET TO THE TRUE POINT OF BEGINNING, (ALSO KNOWN AS LOT 3 OF LOT LINE ADJUSTMENT NO. LLA 010-90, RECORDED OCTOBER 16,1990 UNDER RECORDING NO. 9010169012 ANAD REVICED BY INSTRUMENT RECORDED IN FEBRUARY 112, 1991 UNDER RECORDING NO. 902129004, IN KING COUNTY, WASHINGTON). IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-403201 I / ASBUILTS SURVEYED: SCALE DATE: HORIZONTAL N� 1�%1991 CHRISTELLE RIDGE 3-22-2018 DESIGNED: J. HOPPER NOTED CITY OF SOUND BLDG & DEVELOPMENT, LLC Fl°•DBOOK, °RAWN P. PATEL RENTON 21222 132ND AVE SE PRG� ONE INCH DATUM a DRAWING No: -61 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 8/01/18 JH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. KENT' WA 98042 01 J. HOPPER IF NOT ONE INCH P NO. REVISION BY DATE APPR OSCALE ACCORDINGLY J. HOPPER COVER SHEET '° 01 °�°24 21 MAX SLOPE 'PLOW SPG R _ 2S- MIN INSTALL DRFvIWA IS A ROADSIDE OF PER CITY ROADS DRIVEWAYS "LL HE P0.VEG TO THE EDGE OF R-O-W PRIORTO INSTALLATIONCF TK CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOPO ENDED THAT THE ENTRA14CE BE CRONNED SO THAT RUNOFF DRAINS OFF rHE PAD oe 12' MIN TkIpCNESS - PROVIDE FULL WIDTH OF NOTES ,EGRESS AREA 1, CONDITION OF USE 1,1, CONSTRUCTION ENTRANCE: SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CCNSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN I.OW FEET OF THE: SITE GRA5 TENSILE STREBNGTH A5TM 047511 200 PSI MIN, GRABTENSILEELONGATION ASTMDA632 V%MA11. MULLEN BURST STRENGTH ASTM D3196-a0A 400 PSI MIN, ADS ASTM D4751 2045 U.S. STANDARD SIEVE SIZE 2. DESIGN AND INSTALLATION SPECIFIGATION3 21 HOG FUEL (WOOD BASED MULCH) MAYBE SUSSTfTUTED FOR OR COAr1BINED WIThOLIAHRY 31°AUS IN ACE$ THAT VW, I FOR PERMANENT ROADS. HOG FUEL IS NOT RAIDED FOR ENTRANCE STABLIZATION IN LIMAN AREAS- THE INSPECTOR MAY AT ANY TIM REQUIM THE USE OF QUARRY SPALLS IF THE HOG FUEL IS HOT PREVENTING SEDMANT FF40M BEING TRACKED ONTO PAVEMENT OR IF THE FOG FUEL IS BEING CARRIED ONTO PAVEMENT 22 FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUC71ON ENTRANCE 23. WHENEVER POSSIBLE, THE EN(TRAHCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SuBGRADE THIS CAN SUBSTANTIALLY• INCREASE THE EFFECTIVENESS OF THE PAD AND REDl10E THE NEED FOR MAINTENANCE 3 MIJHTEIIiANCE STANDARD¢ 31 QUARRY SPALLS SHALL SE ADOED F THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS 32 tF THE ENTRANCE IS NOT PREVENTING SEDdkNT BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SMALL BE USED 71HIS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVEJWD WITH CRUSHED ROCK. AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND 33 ANY SEDIMFNT THAT IS TRACKED ONTO PAVEMENT SHALL OF REMOVED IMMEDIATELY BY SWEEPING THE. SEDIMENT COLLECTED 11111' SWEEP'FNG SHALL BE REMOVED OR STABILIZED ON SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN $WEEPING 151NEFFIE CTWE AND THERE 1$ A THREAT TO PVBLIC SAFETY IF IT NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST Be CONDUCTED THE SEDIMENT WCK" THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLELIA M.1 DISCHARGED APPROPRIATELY 34 ANY pUARRY &PALLS THAT ARE LOOSENED FROM THE PAD AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY 35 W VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRVCTTON ENTRNVG£[S1 FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC PUBIC WORK'& STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE EROSION CONTROL NOTES M. PLAN - 215.10 MARCH 2008 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS.• 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANES) 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/ESE 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 PAINED 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 PERMIT SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SITUATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMIT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTI INN TIES 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,RESTRICTIONS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESE COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). rl Pacific En J.rj � �y11� r Des. s r III I' r Chit En yineetin J s..= I€ ' Planning Cvn,rhar1s ; ;NFLOW NEV DIVIDER INT OM ^� PRElrf1NOT FLOW - TlAESTYE M�F� R�Vr�O�&� E�I� dVIDf;R EMERGENCY OVERFLC IN SPILLWAY IN HARGryE TO ST�*1DA1 1ZED LEY SPR�AdEq � RISER PIPE CREST OF 6' MIN. MDT14 IPRNCFAL SPILLWAYy EMER6ENCYSPILLWAY OPEN AT TOP WITH TRASH RACK J r i�}� _ 1' MIN. EMBAN KNEW OOMPACIED 96% 1 I " l l ivl PERVIOUS MATERIALS SUCH AS . DEWATERNGOEVICIF. - T' J GRAVEL OR CLEAN SAND SMALL (SEE RISER DETAIL] NOT BE USED. fF ` I ILIA{ l i-TI l --_-I iI , I� - - _ - I TI f-TI�I Y� I I- _ _ WORE -BACKED SRT FENCE. OR IF CE I- 'W11 -�S TARED HAYSAL ES WPAF'FEt] I - WrTH FILTER rABRIC_ OR DSOARC# To 3TABLUED EOUFVALENT DFVIDER CONCRETE BABE CONVEYANCE~ CUTLET OR LEVEL SPREADER NOTES 1. CONDITION OF USE I -. A SEDIMENT POND SHALL 13E USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICCATION$ 2A. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDERTHAT WILL REDUCE TURBULENCE nW�HILE ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER WIRE - BAcP:F 2-TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4'K4's MAY BE USED AS A DIVIDER. ALTERNATIVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 2.2 IF THE POND IS MORE THAN 0 FEET DEEP. A DIFFERENT MECHANISM MUST BE PROPOSED 2.3 TO AID IN DETERMINING SEDIMENT DEPTH. ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER, I IAINTENANCE STANDARDS 3.1- SEDIMENT SHALL EIE REMC)VE0 FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH- 3.2. ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPLACED. � ..._ PUBLIC' WORDS SEDIMENT POND PLAN VIEW STD, FLAN - 216,00 ;I+ DEPARTMENT AND CROSS SECTIONS N� MARCH 2008 POLYETHYLENE CAP PROVIDE ADEQUATE ` STRAPPING -=RFORATED POLYETHYLENE - DRAINAGE TUBING. DIAMETER CORRUGATED METAL RISER MIN. Y LARGER THAN DEWATERING ORIFICE TUBNO SHALL COMPLY WFTH ASTM FIN7 AND H ' AASHTO M294 NATEIiM'M DEWATERWG ORIFICE, S046OU E -"0UPLI ' TACK YVELD . - - 40 STEEL STUB MIN _ _ _ - DIAMETER AS PER CALCULATIONS 6' LIIPL - ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO ' CONCRETE BASE PREVENT FLOTATION DIA "IN `'• PUBLIC WORN;: SEDIMENT POND STD' PLAN - 216.10 DEPARTMENT RISER DETAIL MARCH 2 008 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAINING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKER/ES 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 ROCKER/ES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. A. Dl- �F W t'4NA L O z ,t1 NO. REVISION Y IAA1C - DRAINAGE GRATE - RIM - GRATE FRA1v� `^` '- :. v M IMENT AND DEBRIS OVERFLOW BYPA$$ r �,.. BELOW INLET GRATE DEVICE FiLTERE�B • , WATER I I A A c 'a ` P G 6 P SEUTION VMiW DRAINAGE CRATE RECTA NGUL.AR GRATE SHOWN - BELOW In ISMETRIC VIIEW NOTES Size the Below Inlet Grate Device (BIGDI for ft storm water Structure it wlll SeNce. 2, Tfic BIGD shall have a badkn high- low relief systcm (overflow hypesa). 3. The relwval System must ellow removal d the BIGD witwt shilling 8w CgOvW ffoerW. 4. Perform mainlenanoe In scoordence with Standard Spgvflpauon 8-01.31.15). :® PUBLIC WORKS CATCH BASIN FILTER tll� DEPARTMENT SURVEYED: DESIGNED: J. HOPPER DRAWN: P. PATEL CHECKED: J. HOPPER BY DATE APPR APPROVED. J. HOPPER SCALE NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD t983/1991 DATUM LEVEL BOTTOM _ -- 1' MIN. _ _ _- 1-If1,=,1 1-111- LT i RAN. r r SWALE SPACINGCIE PENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3MAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1 12. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE 04MENSIONS SPECIFIED BELLOW. AVERAGESLOPE SLOPEPERCENT FLOWPATHLENGTH 701H IV 3-5% 300FEET L0T02 H:I'd 5-10% 200FEET 4TO101HAV I-D-25% 100FEET TO A H:1V 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H.1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED- 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2- IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANDfOR FREQUENCY OF THE SWALES SHALL BE INCREASED. -m {I♦r., PIJ'BLIC WORK'! INTERCEPTOR SWALE DEPARTIIEN7 MV.6UC+IPACTIOM SAC. 34X I'm I. pm aPAZ no T mo" ON Opt-% RUNS 4' WIX ON POOLING AREAS. 2 PO&T DEPTH AS MUCH BELOW DROUNO AB FABRIC ABOVE GROUND 3 PONDING HEGHT VAX. W ATTACH FABIIIC TO UPSTREAM SCDE OF POST 4 D4CVE OVER EACH SCE CIIIII' SILT FIERCE 2 TO A T"S WITH DEV" EXERTING E0 P,S.I, OR GREATER 5. NO MORE THAN W OF A 38' FABRIC S ALLOWED ABOVE GROUKD. 6. VIBRATORY PLOW N NOT ACCEPTABLE BECAUSE OF HORIZONTA' -- OPERA HORIZONTAL CHMEL PUNT tft- *MTN) PUBLIC WORKS i7EPARTMEN7MEhT SM. FIJfN - 81ILSO MARCH 2008 R-4 0 3 2 0 3 ASBUILTS CITY OF IWO RENTON Planning/Building/Public Works Dept. BID. FIAN - 817.10 MARCH 2O0H TOR OF FABtlC FOP v r CMA004AY A I TA¢d-iEW1 DCHJPI.FS STRFMOTIN IR AITTACM111lf1fT oa'T+aEI 1. [LATHER FABRIC AT PtlIBtr9. IF IEEDF:D 2- UTNM& THIF" TIES PEN 111,061. ALL W{TK" TOPC OF FABRIC 5, POWION EACH T* DIA001411M1LLY. PU NCTURNG HOLES VERTICALLY AMIHMUM OF I• APART 4. MOM EApE TIE ON A PONTI NPPIE AND 1FIGK M SEdIRELT. USE CABLE TES M0L8SI OF SOFT WME ROLL pr SALT KyjY IF PLO* E 7F10.7fJd.rn SILT FENCE INSTALLATION PLAN - 214,10 BY SLICING IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHRISTELLE RIDGE SOUND BLDG & DEVELOPMENT, LLC 21222 132ND AVE SE KENT, WA 98042 TEMPORARY EROSION CONTROL DETAIL DATE 3-22-2018 Ma DBOOK: PAGE DRAWING NO: 03 SHIM OF: 03 24 W 0 rr W J Lu rr 2 U W W V ) 20' U71LITY EASEMENT I LLA-010-90 REV. REIM UNDER NO. 9102129004 NEATMEK SURFACE / 12' ALL Pacific -t'Ij rj11J=jy11j Civil EngineerinJ is �I ,'- P1anning Ctiri,uJ#Jrilz PORTION OF THE NW 1 /4 OF THE NW 1 /4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 E T, W.M. CITY OF RENTON, STATE OF WASH I N GT)41 -352 STREET NAME SIGN AND SIGN N 8829'35" W (KCAS) 13I7.81' (CAL) \ _i MOUNTING AS PER STDPLAN 129M AND STDPLAN 134. SHOULD BE N 8829'33" W (DEED) 1317.92' (DEED)/f�40 LOCATED ON STOP SIGN '358 `6 _5L- O / 36 \ \ 36 364 \ \ TRA&35A ` - �/ Q 3 �1 4 dt -*L' j, ;o rho? �' r 1 N 356 o L I U 5 Ss I _ 10' ununEs a s� e 6� x EA E ENT I � EASEMENT TW 376 B.W.37 9 4 �� ; 50' - 15. ® 4 T.W.380 2 TW.382 1f6 B.W.37 6 \ 36 t .66 i ; .•." j / \ \ ,?' ::. \ g42 T.W.386 8 � B.w.37 3 6 I 371.8 TW.390 10 12 I r o . , 380.3 4,,..1 T.W 2 1 - T.W.39� 10 I i \\\ \ ` NOD T.W.392 B. T� B W.37 ---- � \ ----- TW.394 ----------- -- \ B.W.3 512 - s B.W.39 LOT 19 385.3 TW 400 O \ TW 402 2 - ° �p �10 % \ / // // / / \\\\ ..:.;•r •. •,...�.., . 1.. I B.W TRACT g� T.W.410 4 �6 \° \ .�� 6 9 \\ T.W B.W. - T.w.412 � � � `•� , , '' FF 396.3 j'� = 64 a ` B.W. LOT 18 , ' /- ` \24 °° \ ! D 3s T.W.414 6 B.W. > 40e \ f � �o \ / / \ O/ T.W.420 10 6 42n 6 4 ---- 418 - 2 4 6 -- - - �. /'' ,�� , / CO A F Q B.W.41 _ GL TW.418 i w 0 v:g` �' ,'/ LOT 17 \ T.W.422 B.W.41 g m \ B W.41 10 4 4' T.W.420 418 T. 18 \\ 09�` FF 399.7 412 T.W.424 r------ -----� r--TW424------- Br- --- B.w.41 10 4 - BF 422.9 ' 47" B:w:4zo I I ' 412:, I I ; , BF 419.1 1 \BF \ \ ,ya 0 9<, 4 I i.,� LOT 16 4' 418 42 1 4 81 24Y2- ti ewd� 8 r 42 1 '�° 1 �\ a ` FF 401.3420 %'/ TW.432 4 T TW.426 \ / / �' B.W.4 10 1 1 -- - T.W.4� TW.432 4 4 4 \ B.W OT 15 `, \ a T 5 I moo,\ j \ r w.432 � Tw.43o LOT 4 LOT T.W.408 B.w.42 s °�i64S`3.2 - - -- B W426 FF 429.2 1 j Tw.426 1 B.W. sg8 ��d\ 34 B.W. 2 � -- 21 -- -- - -JI 41 _ B.W.422 ----- 421. i ---� TW.408 \ 421.2 T.W.432 F / .0� 6.Oq B.W. : O+uuO b i /' B.W. Ro WALLSL 2 i 4. g > '\ LOT 14 � a SEE D�IL TAQpL ;, t► $ $ \ ` / - O g SHEET G04 N \ o do rn \ ro 4+b0 )F404.1 .\/ 2 - THISR�O D MUS UPPORT \ \ / r , 6 `�\ A LOADED CK 301 M VA B.W. O V - I � 1 10q \ % '\ s 429.3 425.3 \ ' 1070 --- --- - - I ----- - - --- - --- -----,-------- 4 4.8_ 411. \ \ } - I T.w.400 � � -LOT 1�- s \ 1 s L 0 T 8 4 109' - -FF 40�k 6� �\ �\ �° �; ' '6 I I S.W.394 1 I 1 FF415.3 T.W.416L0 \', ............ T.W.442 T.W.428 I I B.W.412 6. _ --- 1 \ " 494 B.W. 1 B.W.428 TW.424 4 FF 8 I �� \ B.W.41 I 412 I rR2 _LOT 10- 1 I L O T 6 I 1 , , 6 1 I -_- 1 ,\ , R ' ;' 1 8 TW.404 FF 4�9.8 1 �L 0 T 7 i I 414 -- R2R FF 406.8 1 I 1 4\ I 2-214M B.w.396 -----410------I I � I 0 1 FF 425.8 I 1 T.W.414 - I: 10 \ /� 405.2 1 s I 1 T.W.424 410 181Y 412_ 2, o 1 ` \ I B.W.4 1 I 4 SF 425.3 1 8--- 1 , -i -- 4 OT 2 �� i ,LQ "\ i 4 24 �► I y 41 - 4 Q 1 4' FF 4 6. \ \ j T.W.402 Tw.428 1 SF 421.8 I 416 SF 416.8 I 11T.W.\ 1 o I B.w.4oz ----- SF 416.E 2 1 410 B.W.428 1 I I 1 y T.W.422 I I i �' 1 I B.W.410 L B.W.41------J1 T.W.420 ------------- i 2---------- 42s-- ---- I -----� 21 --- -- B.W.418--------� I ------- 2 O \ p t&` L---- ! I 42s 22 --�- �- - - ,- 428 4 422 36 F I 416 2 ° -� 0� I 8 8 8 8 8 4 4 O 12 / O 410f B.W.428 8 TW434 8 8 8 8 6 6 6 24 CO 4 2 21 T.W.442 TW.440 T.W.438 B.W.426 T.W.432 f B.W.434 B.W.432 B.W.430 B.W.424 TW.426 B.W.414 TW.418 S.W.418 B.W.412 f I I I I I C I I I f I I I A.D/ SURVEYED: SCALE: 1»=30' N°��""� ° ;s83%1N, C 1 TY O F Z DRAWN J. HOPPER RENTON -0 02 REVISION AS PER CITY COMMENTS ON 09 05 18 PJP 9 17 1 JH °�"M` P. PATEL ONE INCH DATUM 1 REVISION AS PER CITY COMMENTS ON 06 18 18 PJP 8 01 1 JH AT FULL SCALE F CHECKED: J. HOPPER IF NOT ONE INCH Planning/Building/Public Works Dept. AL E LOl t+nZA NO. REVISION BY DATE APPR "�0" J.HOPPER SCALE �RDINOLY NOTES: 1. ADA COMPLIANT CURB RAMPS MEETING WSDOT STD PLANS ARE TO BE CONSTRUCTED AT ALL LOCATIONS FOR THE PROJECT. 2. DRIVEWAYS TO LOT 10, LOT 11, TRACT B, AND LOT 16. DRIVEWAYS SHOULD REFLECT CITY OF RENTON STANDARD PLANS 104.1. CONSTRUCTED RAMPS TO MEET ADA (MAX. 8.3% , DESIGN OF 7.5%) COMPLIANCE ALONG RUNNING SLOPE. IF IT IS NOT POSSIBLE TO MEET THE MAXIMUM RUNNING SLOPE THEN A MAXIMUM EXTENT FEASIBLE WILL NEED TO BE PREPARED IN ACCORDANCE WITH WSDOT SPECIFICATIONS. 3. SEPARATE BUILDING PERMIT IS REQUIRED FOR WALLS OVER 4 FEET HEIGHT AND FOR THE STORMWATER VAULT. 4. CHANNEL DRAIN REQUIRED ON ANY DRIVEWAY WITH A SLOPE OF 8% OR GREATER.(TYP) 30 0 10 20 30 60 GRAPHIC SCALE SCALE: 1a=30' R-403204 ASBUILTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHRISTELLE RIDGE SOUND BLDG & DEVELOPMENT, LLC 21222 132ND AVE SE KENT, WA 98042 GRADING PLAN 3-22-2018 FIELDBOM, PAGE DR, W. 04 SNEER. 04 OF. W 0 0 rr LU W I- U) rr U O W W U) PORTION OF THE NW 1 /4 OF THE NW 1 /4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. STORM ASBUILTS CITY OF RENTON, STATE OF WASH I N GTON STA 0+47, 14'RT *INFORMATION PROVIDED BY HOLMVIG EX INV \ a-r EX CB#1-TYP 2 EL 344.46 = RIM=351.00- (OW.90AB) NOTES: Ff � ` 1E=345.5. (345e,96 W,�SW AB) � � 1- B �4%At,�EB5 & CB DEWITT GALLION AND ASSOCIATES \ox INSTALL NEW ASPHALT AS DUSE RI VEWA & 15' COMMERCIAL TO C TY U� I�L V �8- M ITTAL TO ADDRESS: 139 N PIONEER ST BUCKLEY OO DRIVE WA �7WNI&LTPUMP STA. AND DETENTION PARCEL 34 � D� ROV FOR � o / OVERLAY WA PHONE• (360) 825-6963 ESS TO THE PUMP STATION VAULT AS SHOWN. PRIOR TO INSTALLATION(TO 20L.FL2 9-a AS 0+30.75-20'RT ENSURE THAT STRUCTURE 20 12" LCPE CB#3 TYPE 1 CAN SUPPORT ANGLES OF S 1. ; o RIM=353. (353I.7/AB) PIPES ENTERING THE 124LF 6" PERF. PVC STA 0+35, zo o 10 20 40 rl FOOTING DRAIN ART 1E=351.00-12 SW&SE STRUCTURE GRATES ARE FOUND 112 N 88°29'35" W s- o MIN EX CB113-TYP 2-48" - ONCRETE IN (KCAS) �,� P� �� 3k�AL) �=355.00J (35428AB) / �\ ,� '`�� ALIGNED WITH CURB AND ,q�E� CENTERED ON THESE /�/ 0? LIE O 5 1E=342(12'-�34fO1?I1�NW \ - _ 0+�9816��E 2 STRUCTURES). GRAPHIC SCALE �*29 3" 5""'W (K�l 131' (�f�L�E�/SS 7 \� _ 2. ALL PIPES CONNECTING �_ , 5' RESTRIC70 AC 4 gA M RlM-354.34 INTO STORM DRAINAGE SCALE 1-20 CLEAN N 88*2933" W (KCAS) 1317.92' (DEED) R/M=35700_f(857.714B) 1I 1E=348.50-12"N STRUCTURES SHALL MATCH RIMP0+30.75-24L T CROWNS. _ e 1E » PER`,ss 3 A�9r.�EA344i36r4B ° � � 3. CHANNEL DRAIN REQUIRED =346.37 6F. V�60MRCE2,-W9 0� �� _ CB#2 TYPE 1 3s OF1119CE 3=07 =6Y AB) ON ANY DRNEWAY-19M47A�) SLOPE 8% OR GREATER. o \\ QO 6 - _ \ ems. 34LF 12" LCPE (TYP PUBLIC DETENTION, WATER QUALITY2� VEN � 345.80 12 �� S=12.38q VAULT SEE DETAIL SHEET FOR \ _TI A Gf- 35= 6 PERF. PVC (x2) -o A\ x�1+48 SE 95TH DETAILS. \ � �IIVA f� �NL6LF5' DRAINAGE AN SEWER TRACT /FOO T/NG DRAIN _ 3 8 �� CB #1 T1'� 366 ACC SS TO O S=0.0050 MIN. o 1 \ �` RIM=356.2D 'TY O F NEW CASTLE PERMEABLE PAVEMENTS SHALL NOT BE PLACED ON SLOPES STEEPER 57LF 6 PERF. PVC CLEANOUT (x2) 20LF 12"LCPE V' I 1E=353.20-12�N THAN 59 FOR POROUS ASPHALTIC CONCRETE AND 10% FOR ALL FOOTING DRAIN ACH CELL RIM=356.Of \ �� PARCEL 0323059130 OTHER TYPES FOR PERMEABLE PAVEMENTS PLACED ON SLOPES S=0.0050 MIN. 3 \ I IE= 345.75E I S=1.OgS�9XAB 15 RAD. ��2` _ STEEPER THAN 59q IMPERMEABLE CHECK DAMS SHALL BE PLACED O0 6 PERF. PVC 25LF 12 LCPE c'Fq. EX EDGE OF PAVEMENT ON THE SUBGRADE AND BELOW THE PAVEMENT SURFACE PER _LID49LF 6 PERF. PVC S=18.70q SECTION C.2 OF THE RENTON SWDM. THIS WILL BE REVIEWED AT TIME CLEANOUT x2 J NT I _ _ o�` OF SINGLE FAMILY PERMIT REVIEW. BMP CREDIT WILL NOT BE GIVEN R/M=362.0E FOOTING DRAIN l-343.80 356 ��0 -� IF THE REQUIREMENTS ARE NOT MET. 15' SS S= 0.0050 , MIN._ 1E=346.66E 6" PERF. PVC EA M NT I 10' UTILITI_ES \ s EDGE OF OVERLAY 03230591 J7 I s- � I EASEM TYP)� N` <. . � � 7 5 PAVEMENT 16' FROM 3 \ iV TE OF RIGHT OF WA Y h CONNECT 37 - 360_� _ ---- --- �1 6 C�� q s 50' 123LF 6 PERF. PVC O O FOOTING DRAIN - -_ TO PUBLIC l Z FOOTING DRAIN x I CONTRA0 SHALL CLEAN FACE OF EXISTING STORM 376 •0 4 5=0.0050 MIN. 36, 36 / \ J f( LL AS DIREC P BY GEO TECH ENIGNEER DRAINAGE�xco \ �/ SYSTEM 378 I _ /0+50-12'RT o0 7 �- 2 _ �` h. �' /� CB#4 TYPE 2-48 FLOW CONTROL BMP 370 f,, o RIM=356.42(A8) ' E o \ FOR EACH LOT CONSIST NOUT o ,�X 1E=350.80-12 (35LQ8 A(3 350.73 SWAB) .% OF POROUS ASHPHAL T OVERLAY LIMITS TO BE J?1M-360.0E Q " RIGHT OF WAY �TYP) \ DRI VEWA Y TYP ESTABLIS D IN THE FIELD PROPOSED DETENTION VAULT 382- - --1E=346.00f 6" PERF. PVC / E S TjC OSS-CTION DTL �, ( ) 120'L X 54'W X 13'fD inside dim 38 L FOOTING 36All 122'L x 56'W outside dim 384 382 - --T 1 CON RAIN 0 » R F / -\\ 8 I 3 64 �UBLP STORM D AIN� 'a ,v J 10' UjILITIE�S 0 �\ \ - 386- \ DRAINAGE PYSTEM I 4 '` ) / ASEMENT (TYPr 38a - � 0 \ \ 1 56-12'RT 19\\ �^' \\ C��QQA TYPE 1 25LF 12 LCPE, S=1. Oq \\ 4+1 ,12 v� \ 1+56-12"LT \ \ 12 �' �, � RIM= 72.3�(87231 AB) � � B TYPE 1 0 390 IF=.36R 00-12' (12' 86826 \ \ \ \ . \ 4+0 . R/M=j 12. ,52(87232 A8) 14 I \ 8'-370.fEAB) 1E=368.25-12'-(8'-,370.12W, 6' 370.32EAB) 3 �� 392 - T.W.394\ \ a 3� 6„ ROQ B.W.38 DRAW �I' 2 3 _ 1 ALL�WAL �s �F \ �,\ • REMOVE EXISTING ASPHALT 3 FOOTING -DRAIN\ 38o a �4 LOT 18 \ \ RAMP AND MATCH EX/STING - 3 \ a : SIDEWALK. Q - _ T GTN_T O 0 398 C STOR 6 °rL . p Q9 40 40 � ��9 \ \ \ \ T•, .:.�. 6.. RO�� WALL FO TING DRAIN O CONNECT 4 -��9 3� a (' / TO PUBLIC ST-�o„ i 1 \ \ \\ 6 �: `�,• _ - . I3�INAGE SY \ \ �\ \ 4 4n9 _ J \ 0 \\ \ 36\ ❑ -4 Q 4 TRACT C Nx �� - WALL TO INTERCEPT SURFACE RUNOFF J v \ 1 / ��\ EX CBS - 64 AND DIRECTING IT TO NEW DRAIN AND404- - Q Zinn ELE=362.50 R -� \ _ �\\ � _ PROTECT ADJACENT PROPERTY `n \� \ �\ / 378 13, 8 LOT 17 \ \ \ INV ELE=358.25 N 4) - \ �\ ti / \ INV ELE=358.50 S 6 4 rllAL FOOTI NNECT � 10 6 4- 6 YL TOR 6 -�IL 4 S TEM9 6 R00 - -2 \\\ D AIN LOT 16 \ _ 6 r. s \ 0 10 4 4 \ 418 Did' 6" ROOF -----------------------� cL DRAIN SEE SHEET 06 MATCHLINE - -; - ;; 3+ 13.5-19.75'L T o SEE SHEET 06 / _ i 496 \ \ j �o �99 CB#7 TYPE 1 \ 41�-- g / -� �- 4, \ 4 �� \ \ �'� �:•:;,--��.. (39&09 ) _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4 i \ \\ �Ib 0 1E=39255(12'-S9 64 LOT 15 o \ i 426 i I 4 - 4 as 28 O --- � \ \ \ \\ \ Ica Q \ .a `. � A.DIF R-403205 pF W P�C�I:(�� rj jJJ y�JJ sum: 1 20' NIA ``N o ;IWi,991 �3-22-2018 DESIGNED: =rG, CITY O F C H R I STE LLE R I DG E Z J. HOPPER SOUND BLDG & DEVELOPMENT, LLC WNW- . Desi.r JJJ ! ! 02 REVISION AS PER CITY COMMENTS ON 09 05 18 PJP 9 17 1 JH D1iA1N"` RENT 0 N 21222 132 N D AVE SE / / / / P. PATEL ONE INCH DATUMDMANG NO, n - ; , F 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 8/01/1 JH CHECKED: AT FULL SCALE Plannin Buildin Public Works Dept. KENT WA 42 Civil �ng�ne..r�r�J .,_ S ��G J. HOPPER 9� 9� P 980 05 IF NOT ONE INCH Planning Caris-ti s jai ti; AL + NO. REVISION BY DATE APPR SOME ACCO 1Na" STORM PLAN 01 Mmm OF J. HOPPER 05 24 (WI''�J V 0 rr W J J W v ) U S PIPE ALLONANCIES taA>ta� PIPE MATERIAL FRAME AND VANED GRATE � REINFORCERlr RAN CONCRETET E AIL k1ETALPPE 1r lr 1 t ' !_ I5Tn. sPPC.tW5.Yaj r L S• $OLiD 1'VAu PVC ' 1S' t$TU. sP EC. 9-05.Mt f7 PRCF ILE WALL PVC 1S e• OR IT 15TO SPEC 9d5142]) __ * CORRUGAT.F0 POLYETM'LB'(E •.� STORM%rPIPEED VF 1 PAR HOOP FOR FNEIO•rT 1AR HOOPS FOR IT HEIGHT RECTANGULAR ADJUSTMENT SECTION sv r�: 1. As accepts bla arcemallyes to trio radar shown ht ux PRECAST BASE mph SECTION, fibers (placed according ID ONe Sl and and Spm ihcalions), or wire mesh having a minimum area of 0 T2 square nxhes per foot shall be used with the mnanum squired mbar shown in the ALTERNATIVE PRECAST EASE SECTE)N Wirp mesh shall not N placed in the krwckaufs. 43 BAR EACHCORNM 2 Thu knockout diameliar shall not bo gFeater than27 Kno jWs shall have a wall Ihiuknesa of 2" minimum to 2 5' me rrnum Pmvida a 1 5' J minimum pap 60lw9on rho kri c!%O n Wr.19 and tIN3 OL4S Kdv Or Hm Pipe Aher the plpo IS InstAlod. fill trig pap with pint mor W in OCcordancg 43 AAA FAVW &OF! whh Standard SpacRcation 4-04.3 3 The maximum depth from the fin Ished grade to the lowest Owe Invert shah be 5' a] amp EACH WAY 4 The Imme and grate must he Installed with the flange down PRMAST MAU 11011;IGIN 5 The Precast Base Section may have a rounded 630F, and "walls ma'r be sloped at a rate of 1:2d or steeper 0 The opening shall he measured at the top of the precast ha so seK7ion 7. AN plc" holes shall W grautod toll after the basin haS be on plaoell- 6 AN grade nngs and Cast rigs shad be sel III mortar in aCOordarlCO with S4indord Spur f rwinn R,04.3. i yA EACH C ORER ,E'YN r3 EAR HOOP SF.E NOM I ALTERNATIVE PRECAST EASE 1IECTION Yu13LIC 1'I.ORY'.- CATCH BASIN TYPE 1 AM i DEPARTMENT Sn. PLAN - 200.00 MARC-I] '=s SURFACE WATER STANDARD PLAN NOTES r,AiGil SA&INFRME AM VANED GPIAFE (DETAIL RD440) NArNOHCLD RECTAI*WLAR AD"TMENT SECTION OR CIRCu.AR AEJLL5TlENT 5E0150N GRCLFT TYPICAL {Wt NOTE 5] FLAT SLAB TOP .r5. _ M. Y'. R.Tr.afGr9r g - MORTAR [TYP-I _ �Of✓rl � - J•fY I � +� � � ��I�laPrJlla nlaEl irlr, f .LE. SEPARATE SASE PITEGRI SASE CAST-lt-PL►CF PRFCRsr WITH RM6t v MwaL-• _ _. . ri: dPAlTi 31CgILL F9R -- - PnF 1raGc rGPdiHc ,Pf IRATE aASE 'RLCPSr CATCH ■ASIN DIYMYStOUS CATCH DIAMETER . .e• s1- WAN!` THICK"M �' 4-V RAM THICKWO MAXNU t SILM MIMDI NIMURIANE SASE RI 94FORCINO5TERL sET1NEEN '"' IH E0G1 aIRECr,Ory K NOCKOUT5 •SEPARATE eAM i UTECAAL aASE r 0.23 015 t ails 0-10 P aC r a 1110' V r ■r 6' o.27 0.25 �• Ir Ir er Tr oas os. µ• - s 14• TT f7 a-M C 4 6 -s T2 tN' lr 039 0.2D NOTES No sle ps are req uued wtlen neigh! Is 4' or less. 2 The Wtpm of the precast catch tNrs,n may be sloped to lanlasite Clean" l The 1 aongular frame and grate must be tnsWled with the Mange down. The frame may be call into the adTuslrwi section. + Xneckouts shall have a Wall thickness oil" minimum to 2.5' nvomun. Provide a T S' muam um gap between the knockout wall and the outside of Vie phpc Aber the Pipe is nnste Ilea, fill the gap With joint mortar in aCc"riCe with Sta naaro Spe,Acatndn U-G4.3, D All grade rlr as, risers, and Castings small be set m mortar In accoricanCE vAth Standard Specification 9-04.3. ♦T D PIPE ALLOWANill CATCH ; PIPE MATERIAL WTH MAXAMM IN-V E DIAMETER S.'s'm ALL 9OLi0 PROFILE - TAL air 36- ar �� WALL WALL PJC r PVC N• L F aa' ad' 2r 36' �• 71' il' j_ ar st ae' ea' ]t• Tr rr N' 31' 1{' II/• a{" eo• er• all• 1r w Dir .. 7F' rP as• Ha' Cuny10E i't6�10YY 3iorr1 Sa." RP1 ISU. 50d . &05L 01 •d sp.e.C4i17t1]} 1 Spat. wml2m STD, PLAN - 201.00 r -vPUBLIC WORK CATCH BASIN TYPE 2 D E F'AR'1•119L•'!Y'I' r •�y?�° CLEANOVt. fYP. Jix,A ' }} C4TC�BRSHM•ARE{ORAT'� +r •j l tic II''J1 eR PER" LINE ' L q' I % u. O 9'YIN Aon�.1r wu1 , roe i m nv r, 7MCTFON" MAO I PME Tam on PLACE A" CIPAN HOFER CLEA#HW Y4ITH PeROL&KPNT CAP MIN . AR" DRAIN '.0^ ---- vIRE, --� 4 a _F`_ . 7-.r 'I-.-- xEAHOVT AT 9W hWf. fin_ F _-. ,-•;-y. E:.- S SECTION &8 NOTE:. MIN. PIPE SIZE 8V PIPE MATE RIALS ALLOWED PVC, LI NED CP E. TRIPLE WALL POLYETHYLENE. DI (IF NEEDED Ft7R STRENGTH) CAP, AND 1xIEIM CLERHOUT law PAVOIN:NT, qWm MNO a COYEII PER IFCO IONY 04; ECIANALENT li Li5' $ENO �F'EIaAR/rE7iT CRP OR CONNECT PIP � a6' IIIYF TEE. CAM. ORIZ I .r . CLEAN OUT DETAIL N.T.S. TT`•' "�;AV1< 1W ON FHB OF ROOF ok" 5TutL hl,-• Ovrw5lA P1,13TJC WDRK TYPICAL PRIVATE RQOF DRAIN SAD• PLAN - 225.10 I' _ DEPARTMENT COLLECTION SYSTEM GROSS SECTION MARCH 2O08 w z J N�N w 0- 0 ti CL 0' MIN. TR B ACCESS ROAD N.T.S. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD STUB OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY TELEPHONE, TELEVISION). MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS APPLICANT. WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODQ UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", HOME OWNER. (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND WITH THE EXCEPTION OF PVC PIPE. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. OR BETTER INSIDE AND OUTSIDE. 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 ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. SO SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE CONVEYANCE, GAS, ELECTRICAL. ETC. )THE SURFACE WATER DRAINAGE SYSTEM SHALL BE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY CONSTRUCTION PERMIT ISSUANCE. DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. LEVEL. 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 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT IN PROGRESS. BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF DURING CONSTRUCTION. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY MONDAY THROUGH SATURDAY AND NO WORK ON SUNDRY IS ALLOWED, UNLESS OTHERWISE A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 4 - 8 INCH ROCK / 40 - 70% PASSING; THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT 7. IT SHALL BE THE APPLICANT'SJCONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION 2 - 4 INCH ROCK / 30 - 40% PASSLNQ; AND MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF AND APPROVAL PRIOR TO CONSTRUCTION. LESS THAN 2 INCH ROCK /10 - 20% PASSING. THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. S. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT REGULATIONS (RMC 4-3-050). CITY OF RENTON. DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, STRUCTURAL NOTES EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. SHALL CONFORM TO THE FOLLOWING: 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE THESE PLANS AREA PPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULT AND RETAINING WALLS REQUIRE A DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO EACH E NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. OUTLET ACHTER 95 PERCENT DENSITY, STANDARD PROCTOR. SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED SE. ROCKERIES ARE CONSIDERED TOBE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. CONVEYANCE SYSTEM OR TO AN APPROVED OUTFACE LOCATION. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE A S RETAINING WALLS. ALL ROCKERIES IN 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF B OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" THE INTERNATIONAL BUILDING CODE, RENTON TRENCH RESTORATION STANDARDS. STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. SPECIAL NOTES 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS CPIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN . COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE 1. A MINIMUM OF 6" INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE POROUS PAVEMENT SURFACE. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN DETECTION. 2. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #200 CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE. WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 26' ACCESS AND UTILITY EASEMENT w z Q _JNJ of W Z U 0 0' MIN. 4" AC/ CLASS "B" SURFACING (MIN. SECT) CRUSHED SURFACING _2" TOP COURSE(5/8" MINUS) 4" CRUSHED SURFACING BASE COURSE(1-1/4" MINUS) GRAVEL BASE AS NECESSARY TO STABILIZE PAVEMENT J �S \ V x o 3O 30' Z SAW -CUT 5' CONC WALK 18'will5' 2" COMPACTED DEP7q CLASS "B" OVERLAY 2'f 5' PL 2.090 2.09' _ I 2.0% w z J z cw L w V) Q w COMPACTED DEPTH CLASS "B" ASPHALT - 2 LIFTS REQUIRED � NOTES: 8" SURFACING TOP COURSE OUTSIDE CITY OF RENTON LIMITS. 12" GRAVEL BASE AS NEEDED INFORMATIONAL ONLY: RIGHT OF WAY PERMIT APPROVAL TO BE OBTAINED FROM CITY OF NEWCASTLE. SE 95TH WAY NEIGHBORHOOD COLLECTOR STREET SECTION N.T.S. /_ STREET LIGHTS w w Z Q J W �1 z_ 10'UTL� �� 10'UTL AND CW ao w AND CW ESMT 21' R W 0 U 21' R W ESMT 5' 8.5' 1 13' 13' 8.5' ' 1.5% 6 5q 5' SIDEWALK-/ Ir 8' LANDSCAPE STRIP 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 0.5' VERT. CURB & "MIN. CRUSHED SURFAC GUTTER ING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS WHITMAN PLACE NE N.T.S. 3. PERMEABLE PAVEMENTS SHALL NOT BE PLACED ON SLOPES STEEPER THAN 5% FOR POROUS ASPHALTIC CONCRETE AND 10% FOR ALL OTHER TYPES. FOR PERMEABLE PAVEMENTS PLACED ON SLOPES STEEPER THAN 5%,IMPERMEABLE CHECK DAMS SHALL BE PLACED ON THE SUBGRADE AND BELOW THE PAVEMENT SURFACE PER SECTION C.2 OF THE RENTON SWDM. THIS WILL BE REVIEWED AT TIME OF SINGLE FAMILY PERMIT REVIEW. BMP CREDIT WILL NOT BE GIVEN IF THE REQUIREMENTS ARE NOT MET. R-408208 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILTS Pacifies ��-�1��11�- �E w Su NOTED RVEYED: SCALE, �" ""w'g� CHRISTELLE RIDGE �� HORIZONTAL NAD 1983/1991 CITY 0 F 3-22-2018 Z DESIGNED:J. HOPPER SOUND BLDG & DEVELOPMENT, LLC Fl°°B0°"' Des! Jfi1 r► rRENTON PAGE, i�� J� `� -0 02 REVISION AS PER CITY COMMENTS ON 09/05/18 PJP 9/17/18 JH °mow"' P. PATEL 21222 132 N D AVE SE DRAWING NO: ONE INCH DATUM Flo "I' 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 7/31 /18 JH CHECKED: Civil Enyineeting s•.= S J. HOPPER AT FULL SCALE Planning/Building/Public Works Dept. KENT, WA 98042 08 Planning ONE INCI Con untl un-1;E. E� APPROVED'SCALE IF TACCORDINGLY STORM DETAILS AND NOTES A L 0� t4YUt N0. REVISION BY DATE APPR J. HOPPER �"� 08 �24 �w V 0 rr LU J W U) 2 U O LU LU 2 Ii OF CURS - a for. ,7R VIR r7L ' TDP Ct Itr 17 K ROAfYYYAY r e , CEMENT CONCRETE TRAFFIC CURB AND GUTTER FAU OF ADJACM CUM i ,.rRAW WITH OWrr= • - PVRAr Rim►EMiwei 112 ill TOP OF 1w R ROADWAY a To r DEPRESSED CURB SECTION AT,1"WAex RA i it fr C*%11i CONCRETE 17 R i, R SIDE *AL K RAW VAR&S OR LA11404UG FROM } 6-TOQ ir I L !" PRPMOLDEID CEMENT CONCRETE PEDESTRIAN CURB AT SIOEWkX AAMpS AND LAMp M FACE OF AOAaCEMT CURT y e 1a•' 3EE DEPRESSD CLAD CBTAI TNIO Si T 124 TOP air 1 1- r•7 Nq. ROdONAY i y c r DEPRESSED CURB SECTION AT RESIOFN1r*&0RIykll rS0rISr 1i COAWE1aCLAL DR A111 WAYS WE SM 11 11 1042 FXX OF Ci 1 FACE OF ADAACSNT Clomp . ♦' * '.�• " ' GUTTER SUIRFACE _ �- AL F'PEA�D® Xxw FL1.1R E FULL-011i EXPANSION JOINT i ur_y a TrF r 1 � TOP OF NOIIOseA,Y 1 i IT CEMENT CONCRETE TRAFFIC CURB DEPRESSED CU" DETAIL AT RESIDENTIAL OR OOMWRWC4AL 1DF VEYWAYS AND ALLEYS GENERAL "OWES: •JM 911111011111111 pLFIr IN ini IM T Icy Orb Nor v LIPw P P"q ia11 A I,Uil.al, Win 11Amiliff"depiw ' I+i-)PlINO"$M + 3 For CIrVw/Ed UNSW* a&EMY Cob i [li dW SWUL 8" SRL dwd PWr 104 2 M. PLAN - 101 DEPARTMENTPA 4�..' NU DEPARTMENT i:9MIMT CONCRETE CUR" el � EKT rT oIFCiIED AREA nF r A / 1 A 1 1 GOVEA P'EA STD i4M L J f (SEE 00TE 9) SEAL WITH AR 4000 OR APP€rOVEO EQUAL AND C&V SAND AFTER PLAN PATCHING N TS OOTSDE N&IJETLP OF (SEE Mi 9) p.DjjSTaiEkT RING AND x SEE NOTE 2 BOTTOM CF FRAIL WORTAR JOINT(S) (3/1 MIN-7 MAX.) ADJUSTMENT "r, (i" FAIN.]. SE' SEE NOTE 3 Ali SPECIAL PROMS,ON NOTE 6 SECTION A - A I RIE11i PAVEIii AND BA -SE MATERIALS FOR A OISTMCE S. COWTRUCT101y AND AI 7Wh{r s iALl BE PERFCFIAIED WMiGYi 19 EQUAL TO THE I MIETER OF THE FRAME PLUS ONE 01K-y BY A JDUaAEyMAN MAC FOOT RII4I ADJUST CASTING FRAASE TO PAVEMENT SURFACE LASING RISER R04GSX40 MORTAR B AIDJUSTMENT OF TW FRAaE TO GRADE SHi BE ACCOMPI I Si 0 WftH ADJUSTME NI RING$ AND MORTAR 0ii 2 REPLACE EXCAVATED tiMATlRiAL WITH A MIMOUM OF C• OF TIE LI14£ or SH MS 13 PRXXGG1lp. HIMA CA -ASS r PG 64-22 (OR TO A DEPTH THAr 0 7 NGELOWry THE BOTTOM OF THE LIPPER ADAL)STMEN1 Rr1O VMK:#£VER 1. FRAME SHALL BE AOJUSI1 TO PAVaMWT OtALE Br 13 GREATER) OR AS APPROVED BY THE E:NGNETR- TAPPING UNTR PRAMS IS FLUSH yyTTH pAVEiENT A$ DFTERMINE0 W TtH A 9TRA1[IM I Etii OF SUFFICIEM LENT 3 AaM7MFNT 11i AND F*A * SMALL BE FULLY BEDDED IN MORTAR. MORTAR $"A0. BE ASTIR C270 FOR TYPE S. 6 ALL MCRTAR JCWTS SHALL BE TRIMMED FLUISH AND REMAm VLSIBLE LJPOPJ COUPLETI IN 4. MORTAR SHII4LL BE MIDI A iia APPLIED PER MAMIF06CTUFEN30PB:CTIOMS 9 X=1'•0-MIN TO2•4 MA}{ .PER ENGINEER'SLr8TRUC`ION ffD. PIAN - 106 PUBUG KOl TYPICAL CONSTRUCTION ,•F'; b9:PM MEi r AND ADJUSTMENT OF MANHOLE RISERS L- SEE NOTE 2 3 8•R X 5f6-0 DUMMY )CL47 �- mi 11-2 1'-0' i r r� 3/11' PREMOLDEC Ji FILLER (TYP) CE11i CGVCREIE CLR3 x1qJ GUTT" FACE OF CEN EALI E OF CURS I_S FRAYE L ORATE I � , a• 1 I /Z' F. GENERAL NOT"S: FRA7.Ee AND GRA 7, E - NQi lrfC.LCED IN C U 4B Ar D OJTTSi i FT W TOP OF •F AaJUb•TNFYTSECTION - NOT INGA:7ED . •, - �QiC.L"R8A71D,iUT"iiiBIDTTFM a ' - CATCH RM N - NOT P101"JIDiO - tNarRSAr.�DJr•,an,nDrTTrM u - /• - The Intent flf this design is to I'salita'.e the removal of a catch basin with mlWmal di3turbance of the curb. ?. The expanslon joints of the adjuvi bildtrwalk shall be adjusted to be In[IrJ;e a.. - . e Dints. vAth thew �' I I xlpanstoi, 1 IsOtAEKIC MEW CEMENT CONCRETE CURB SM. PLAN - 101.1 PUBLIC WORKS INSTALLATION AT PRO Tan DEPARTMENT CATCH BASINS 8 CAT` MATL71 Ragn�•vAY rx.Gaa RECUM SECT1104 O lam ;a- Uw Arrrclaa/rt 11111i 1+ a 1 ] r DETAL IT 1Ttt111P1 i 6R Iry LOCK04%ri A d flW4r-10MrL AilW N1 Kai [,YP 1 IIa'AGTILYrtb C FAi Ter OF ai o v rwsvter AIIOL! a R 40 q i WAAf4i LIANT A77ACH11idCTML. rmralalR l,IOTNIAL `iii Marim r'K-0rrf4Lp Ali MOLD ro• of aAw •AFR ,.7 wIT9k, ANGLIL i ii rM 1R• Cau NOILIS f4adaC11 p 11•APFTADI IUF11i 1q I ar.ts,r C] srR1L K><noLr h I � RA7YKLwrtR 11 39%" on I & 1o;x w1DOOClA nammo TO WAAI Le+N= l4ffi rr•FI ALL Lim s RAMED ®Cf OETAA ' Wi I IIF.L Ta J00"fWNoaaplFAw11La imam paFE r . M' • _ p- �� I1lI! "o16 14 4-4 7RrEN s } 1'AsM4 - ii i i lit I11iaG.�a 1" ! 14NlIY/LR GETat-T1will ��-11T"1YY��1�AL MAN-= 1101CMMIE -y-alLI MFf 1 1[ P✓< TJ NIa 00011 C c'ois=•'S T111rH 11140a9ED EM N".11101r'q -- 0 or ►Q' Us4 a , I CkIITFJI L i0L'iMILIL CLfC 41 co E t 4 rmcuftI'fFAu! 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DUAL. •C- SumovtAno..! r � a pIYILTNRF.P. 4� 4 dLLL IYAI TR-DVW HDLES TItR[,I.QI4 r 4 Apt �r(if ITT.F14 `4 trJ w11l 1ioW1 LSRAx,J1D@511PPCr1r ANGIN g r ,f�11i bN - ltL w-tE, T SEE ELEVAYIDN C{ LTEEi BOLT MTa1L RV fur _ - r-0 IWT1MlS11LR:. , In W-tai hM L TYPE 3 BARRICADE T"IF 3 11A0fl IFTANDARD PLAN H-1' - ATTA4HVXWOIRTAIL'9- ' • r h^, C71 Y,oF'RN7dN. r� y� r...rarra...w.r,rllary-STANW13PLANS -- �- - ' i ,= .�. r.r"•'w'w": + rrr f 'tcx.o.r• a-1F..r,•+cv.+-w•s,+..-... f • . • . - t'r - r � �..'T f: � + : •.y..'.y'�., air ,.-.+�'..••;R _ - - •_ :� :� xT i:'�t{ c: `� SPPAiIT3 H019 a. •'j, _YY yr ' - -,r _ _ _ �RRL��11atRlrww _ aH roe � OP i r 7ila>ALaPllwtr 1r11►J � flm RA• S t�f sH •ots s . L_'Err I�� IW►a1a*/, tiary �l r ii�TP rno"i • awe Ib dift M PUN me a...GEM � (i C3 LCwL Cl 612 C- Y MILAN r■.w i CE1E�r cvc=n - rw —.�,�.., o .uftso rwa...r -. Dr f left T M SLOR HAIL ala1FAI wrawn.w snFsan.sor.sa.amla�, ,� • a _ taw,plFw fw paaEN.rvrllFum! � -• - I _1.- t�Srer1P•alDtalaJ ea.. CONCRITIN wai �o a'wwaTCwpaTL .an vcw 31 T"'i •,C S Wad T W C2 - Iscii we v** av OK -r3 rF Ii aS AN I W . U PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1• C2, C3, and C-MAX _--�,._,• ram. ..-�_.,-,..., . - ,- __. _.-. - ..r----- �g SIC L,yyE i wta nnr.� TY? TW�1FtC lill ryry _ _ - - Tr►L S L www'" • Y TWE lip 111.wRor[]4 - STi ON me eAAIIdcmim smki BLOP8 - - - . DOV MWATWD 10 'ILLSL tH THE DIRECT" TO PAS'• :: -- - - _ _77_ u• - RDAO CLMURE AT Wr6FSECTXAI ARIA 9LC= To MWE r u9EFSE maime 1.raE 4 aurl -� 1 1 HTHE DIEM 7 Ni R rMoitBWE � 4g�4C�a� TM! S R LANi1i A STR:PL50 it C CAA04WES SHALL SLO PIE 11T11 ti POYRVWARD RI THE D:REC110N TRM TiIS TD PASS Iii CLQ9Li AT OTHER LOCATIONS �fI Q>;AL 'L Ixi•ArS 1.1r TYPE 3 BArMUC 1M' .� STAiii PLAAI iii 3'F 2 irli }, i : • . : , . j ! _ :.CITY OF FtEHT+ON , r • _ .F�.w..�� _ +�+ ""' 6TAi+lEIARt) PLAt'I�' ''4"' 'i . r• •y w�,>•r A R ' I ,14 AS-0ACTE:OF+f39QCBQ • ' - Y . r: cur{•�Z .''Y'-T'f_- - _ - - 9 STD. PUN - 104 Pu " 1) r R-403209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILTS pacific Emr. 11.1.E_71yin- �� w SURD: SCALE,NOTED WERT,CAL NAw'3/1 CHRISTELLE RIDGE �� ' z DESIGNED: HORIZONTAL• HAD 1983/1991 ; • CITY 0 F SOUND B L D G &DEVELOPMENT L LC FTC -20 s rt Des! s 1i1 r _ DRAWN: J. HOPPER -o P. PATEL R E N TO N 21222 132ND AVE SE PAGE. ONE INCH DATUM DRAWING N0• , 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 7/31 /18 JH CHECKED: r Civil Fngir�e��ir�J s..- F`s G J. HOPPER AT FULL F NOT 0 SCALE Planning/Building/Public Works Dept. KENT, WA 98042 Qg �€ Planning Can mnt�wi-_tz. ` IL E� NO. REVISION BY DATE APPR APPROVED: SICALE ACCORDINGLY SHE, OF, 1o114YL1 J. HOPPER STORM DETAILS 09 24 `/w V 0 rr Lu W r� V ) 2 U I -� I— W W r= V ) DEPRESSLANDSCAPINOI PERMEABLE CONCRETE BAND NE1TT Tp EDGE TREA-YlAEh." PAVEMENT SECT ION SEE Nall ^^}� Y� LANDSCAPE ExTENOT09GTTaMOf pAVE4ENT BASE CONCRETE BAND AT LANDSCO-9 F L L•SH F nG FS FERM[R9LE KtlILY CPI [%PANSIOH JQIIIT PAVEMENT SECTION PER pPLYAPMOVAL IT'+P 1 SEE NOTE 7 tj PAVEMENT �i 7" EWBEOMEW1 XFY F ROW ADIACLS 11kPi-Rv"9LE PAVEV*NT WE CONCRETE BANG E](TSDD TO 5011- OF PAVE VENT 1A5E w PUBLIC WORKS DEPARTMENT CONCRETE BAND BETWEEN PAVEMENT NIOTIlk I ALI PERVILA iLE PAVEMENT Af K CATHJh5 SMALL. CONFORM TOT HE CURRENT CITv OF REM TO" 8TOMWWATER CE51 A MANUAL_ SECT•OM1 C77AYDLLSCOT LOCAL AOENCYGE%ERALSPfCIALPRQ'/+SONS 2 SEE STO PLAN 751 10 FDR PERYFAR L E;?Krr N LNI •a 1."UN5 PERMEABLE PAVEMENT - EDGE TREATMENTS Pactric Das s 1i1 r � rl Civil En yinee-Loin y f€ Planning Con uhEwls.:; LM P1% 7TH4A•w% W WITTD, aIAWLNh -1 NOT TO SCALE sm. P1AN - zu-DID T BASE SAND LAYER SEE NOTE 4 Ir MAN ABOYE SEASONAL HIGH GROUNDAAIER CFI HrYDRAALKCALLV R(STRICTRlE LATER PE11MHa11S C0NC*2WJPORGU8 ASPHALT IMIgNIUY MTMUAL T"ICKNn§ (IN): RESIDE M LAL STREET$ AND PEOESTRAAR ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIAL TYPE' 00KNETE ASPHALT C13NCRM ASPHALT 41HO I i1N) F (IMF 01111 U PERMEABLE PAVEMENT SEE NOTE 1 5 4 I F1 1 CHOKER COURSE 6 7 0 2 C A40REGATE BASE SEE NOTE 2 A. B B a NIOT'E?: 1 Pc MEAHLE PAVEME HT THKOSNE SSES FISTED FOR POROUS 4SPHJLL T Ka UDE WEARING COURSE AND ASPHALT TREATED PE RUE"" BASE ,ATP81 V"N 0741-iIF0 Co 7 14 COURSE 01F"TO 1IIIHIEN AIDS IS USED i RUNCFFSTORAGE REQUIREMENTS MAY RIauOIE AINICKAERA3GFIEGA TE BIM HYORAUUC MODELING RESULTS 500N^WO THE WOLMRED AG13REGA TE BASE TH4 CKNESS FOR STORMNYLTER CANT RG L MUST OIL SLOMITTEO 3 PREPARE AND PROTECT "GRADE PER AP AW GSP ] 40e N31 SLI (GRADE FOR PE RN EARLS PAVEMENTS COMPACT TO A CE PTH OF S- TO W%22 OF MAAphi uM DENSITY PER MOOT 2�03 3t14)0 OVERCOMPACTED SL03RAM SHALL BE SCARIFIED TO Ir WN AND RECOMPACTED 4 PERMEABLE PAVI WENT SMALL K OFSIONEDYVHIEAE THE 504L BENEAT" THE BMP MEETS A MIMMUM OROAAIVC MATTER IDONTENT OF 1 o%AND A AANM•.IM CATION EXCHANQE CAPACITY OF b MILOEQUrVALENTS PER 100 GRAMS A S INCH SANO LAYER A(ZT 16F IMCLUDM IN THE DESIGN BE MEATM THE Pf RMEAELE PAVEMENT IF THE 801E DOES NOT MEET THESE PROPERTIES OEMERAL MOTE 1 REFER TO VSISOOT LOCAL AOE NCY'JENIIIIAL SRI!0AL PNOV ISIONS IGSPA) DKARSIOOM 7-6 APwA GSPA AND 41AWT BTANDARD SPECIFICATION* 2 POROUS WMA SHALL C04FORM TO REOLAREME'NT5 OF APVVA GSP $44 3 PAVEMENT BASE SMALL BE 04TALLED PER APAIA C'SP 4-04.315) SHAPrNG AND COMPACTION 4 PERMEABLE ASPHALT TRELATED BASE IPATB} S+1ALL COI %CLAM TO THE REGUKREMENTS OF AP" GSP A CRUSHED SUWAC94 CHOKER COARSE ICSCCI SHALL CONFORM TO THE FI[OLAREMENTS OF APA A GSP 4Ad 7IP-= *2 1) COG S PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APNM GSP 444 2OL03 11IMP 001 e MIH4FUM UTRTTY SitraA.CKS AND PROTECrQN MEAWRES MUST COMFORAF TO CURRENT CRY STA.NOARDB AND OTHER LATILTTY PROVIDER REQUIREMf NIS R6FEW TD THE CITY OF RENTON SURFACE NIATER MOK94 KkVLLA AND 9TAHOARO PUNS 246 10 AND M 7a 7 PERMEABLE PAVEMENT SHM.LL 11% CAS4GAIRDOR RMI V4E0 BY A LICENSED DOMEERP40 GEOLOGIST DR GEOTECHNICAL ENGINEER FOR ALL APPUCAT&4 PAVEMENT DESIGNS MUST BE PREPARED W AN EHOINEER LCENSED 1%Y4A3440TCN STATE I ACCEPTANCE TESTING P:00 SIDEWALKS. PATHS AND VEHIrULAR PAVEMENT LESS THAN 2. MG St- SWELL BE AS POLLO" PAVEWS14T SHALL K PERMEABLE ENOUGH TO ABSORB WATER AT A MkWMUM RATE OF m IHCH4ES PER NO IMMEOATRv AFTER StAWACE HAS BEEN VKETTED OONTVADUKY FOR AT LEAST 10 MINUTES APPROVAL WTH 5 GALLON BLCKIET TEST WATER TR LICR 0R ASTM C1761 USi NO A 12&CH RING SIKAL10AT THE PAVEMENT SURFACE e ACCEPTANCE TESTIM0 FOR ROADVA 1 AMPAFWMO AREAS Of L= SF OR GPLATFJM SHALL HAVE A MINIMUM PDXTRATION RATE OF 100 0" PER APM C1701 AN 1) APVPA W i-04-7 AND W.xdt. 10 AOADYMYS. OR1vEVMYS. ^AID PAPMP40 LOTS SUBVECT TO MEHC4E LBADIMG SHALL MEET STRIICTURIAL REOUIREMEkTS OF :,LrY OF RENTON TRANSPORTATION 09PAR TAI ENT 47 ANDARDS FOR EQUIVALENT NON-PERMFADL[ PAVEMENT TYPE? II REFER TO THE CMY OF RENTOH SURFACE v1M.TER DE5N3P4 MANUAL (5VM 11F0K1 ADDITIONAL ReWRREYENTa PER SACM C 7 7 12 FOR PERMEABLE PAvf1'BW IHaiALLAT*ft8 ON SLOPS GREATER THAN 6% CHECK DAMS AREA RE0%AREC, PER STD PLAH4 70, 20 VRLEss a7HKiw5c 4DTEO •" A mr IF m It TO RMEAB E A C ENT HATER AL sm- PLAN - mim PUBLIC WORKS DEPARTMENT TE PE L P V M E SECTIONS - PERVIOUS CONCRETE AND POROUS ASPHALT I AL E �1 z REVISION AS PER COMMENTS ON 06/18/18 t4%t NO. I REVISION CONIROL NOWT iTVP) RE RIAIOUS CONCIRET E 0HLv I DES+G HER ' O S p E C1Fr DE'VON WATER "FACE sPA�Ina ELEVATION CONTROL LIED I OvA MAX SI13PE L' mm CH1:Cx 0A4 4V OLiTLE'T _ + ; CLEAR►RCE SEE PE� PA VIE ME NSECT ION - - STC PLAN 251 10 M k-I -L CD DENSITY FILL ..IW!"FACE CHECK DAM PER CNIECDESIGNERIDA 10 SPEC" :71' 6Et'.TION 7.OY 3111E GHEC1[ OHAY H1E'IGHr !' M!h KEY (TVPI CKECIiDA0REOUIRED fi"M1R FOR SLOPE STEEPER THAN 0% 7ESICkER TOSAECo+ 5146GRA13E PEN slrn-rED uNnERORkn SM FILM 3e1 10 HT ION 64ADtND SEE NOTE 7 CONTROLLED DENSITY FILL SUBSURFACE CHLW-K CAM CONTROL )MNT IrYP I 1PSRVIOUS C:;+n7fETIE MLYI DE&GUER TD SPECAFY OF SIGN "I RR 5URFAC'F SPACING ELXVAT10N CONTROLL[D 11v OUTLET IC% MAA 5! UPE SEE PERMEABLE K PAVEMENT SECf10h STD PLAµ75t 1C 1c r i 5'.H�RaDF PF A S T 0 P L.&% 241 10 Lay IVE RCIAL CONCRETE SUBS LRI-ACE CHECK DW PER AGDOT 5E C T 10 N 6-02 X218 LT r P j CHECKDAM PEQU'RED FOR SLOPE STEEPER 1HAN 7% CtIFAMOUT PER S-D PLAN 2m GD SEE FIE R NFA OLE PAVEMENT SEC'ICN E-❑ IRA1476110 I MIM CHECA UAW CLEARAVCE If DET-u': T OWR TO Inc., 4 RAIN SUISSURFACF CHECK DAVHEIC'+T TMI*I KEv CONCRETE? BAND SUBSURFACE CHECK DAM yYATER:EVfLCONTiI17lLED By OUTLE-ELEVATICII } U!tgD UhDELi;w.At, 6 MN 5"- YOII EE CO HG OUTLET ELF VAITON. W&IO uER TO SPECiry — TYPE 1L CIF PER STD PLA49 \ : MIN ;to tBOR OTHER STRLICT W E SM !!! N4'TH APPROVAL IIIIIIIIIIlIII1 PERMEABLE P.UG FOR MAINTENANCE LINDE R DRAIN AWREWLT E 12'AAN _ 5_E NOTE 1 SArITARY CLEAR NA I H a-'TIaNA1 SLOTT tO LINCERDRAIH PIPE. RISER PIPE - ❑JIFLC3AY SFE NOTE 7 5116ORADE r*.4 STD P". Lv :Vyl 10 'r T IrMIN 81MMP UNDERORAIN AND OVERFLOW NOTlS: CONTROL STRUCTURE WITH RISER UNOERDRAIN AGGREGATE SHALL MEET S. C -- �:ATION IH THE CITY OF RENTOH SURFACE WATER DESIGN MANUAL (SVMM} 1AV.E C7 I IA PERMEABLE MAL-AST PER SPT49-034Q) 7 UNOERCRAIk TO BE F MIN (PRIVATE} r W94 NIP 11JL') SLOTTED PVC PER ASTM OTM SCH 40 &OT8 PER SVVDM C 7 71 OF SYVOM SLOPE PRE AT 0 SA4 MAN LINXSS OTNERVVISE SPECIFIED PROVIDE ONE CLEANOUT MIN PER 100 FEET OF UNDEREIRAPF AND AT EACH END SEE STO PLAN 225 00 _ UNChRIP"Id SHALL BL PL.IA=IN FILTER MATERIAL PER SPECIFICATIONS PI TABLE C 2 7 IAOF SWDIW PIPE VNLL HAVE A VR/AAP ft COVER DEPTH OF WAND BEZOI4G CFPTHCFS' 1 LOCATE UNDLRDFAIN BELO+Ir5TRUCTUIIAL PAV-LWI4T BASt DEPTH PUSUC WORKS PERMEABLE PAVEMENT: SUBSURFACE DEPARTMENT CHECK DAMS AND UNDERDRAIN SURVEYED: DESIGNED: J. HOPPER DRAWN: P. PATEL PJ P 7/31 / 18 J H CHECKED: J. HOPPER BY DATE APPR APPRMD' J. HOPPER NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SM. PLAN - 261.20 VERTICAL NAVD 1986 HORIZONTAL- HAD 1983/1991 DATUM ASBUILTS CITY OF RENTON Planning/Building/Public Works Dept. R-403210 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHRISTELLE RIDGE SOUND BLDG & DEVELOPMENT, LLC 21222 132ND AVE SE KENT, WA 98042 STORM DETAILS DATE 3-22-2018 M&DE100I PAGE: DRAWING NO: 10 10 24 rW V 0 � r J J 11) Z rr O O = o o r� I` U LO LO 1'= T T I— W Lu 2 z 370 360 350 340 i* A 3-MANHOLE FRAME AND COVER MARKED STORM. PROPOSED GRADE 24" RING & COVER, EX. GRADE ADJUSTMENT AND ECC. CONE, 48" DIA SECTION. LOCKING LID, 360 -------------------- / // V/ / L MUL rrnLL 0.5U- CLEAR 7.50' LIVE STORA SLOPE = 0.5g 341.70 CL 0.50' SEDIMENT STORAGE MIN. PORTION OF THE NW 1 /4 OF THE NW 1 /4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF REN TON, STATE OF WASH I N GTON APPMUVLU LGIUAL ) XIU UF'LNINU. PER KWSWDM 49 FOR CELL PLAN VIEW PER STRUCTURAL DETAIL FOR HOLLOW CORE PANELS MA Y BE USED FOR THE ROOF DECK AS DESIGNED AND APPROVED BY LICENSED PROF. STRUCTURAL ENGINEER. ROOF TOP IS 355.47 BASED ON 14" THICKNESS. UTILITY VAULT GRATE & FRAME 5610 OR APPROVED I EQUAL 5'X10' OPENING. DESIGN W.S. = 353.30 3- nn' nFAI) .STORAGE TWA TFP OUAI l TY) ELEVATION -SIDE VIEW DETENTION - TRACT A UTILI TY VAUL T GRATE & r-r7 A I /r cn4 /1 /l r7 A r9 r9r)e%l ralimr- jo l U Uri HrrnU ram/ / A / mow♦ �� i\/�r• //♦ /� I EQUAL J A I U UrtlVavv. / MIN INSIDE TOP EL=354.30 MAX WS=353.45-100-YR FLOW THROUGH HIGH 2' WIDE WALL OPENING LCPE JB#1 TYPE DIA. SEE 05 )R/OIL POLLUTION TEE TYPE SEE BEET. 1E=345.80 'LITY VAULT GRATE FRAME 5610 OR PROVED EQUAL X 10' MIN OPENING NIZED LADDER q O��/ C� 4 CC \'�'/T� ASS MANHOLE FRAME AND COVER MARKED STORM. An.111QTA.4EA1T ANn ECC, rl)Alr' QR" mA Cri-TInAI VV/.L, /V ✓//1 LOC!'ING LIn 343.80 ROUND MANHOLE COVER LOCKING BOLTS MARKED 'D (SEE DWG NAME E HANDHOLDS 4" MIN 16" MAX MAX WS=353.45-100-YR K7 STANDARD GAL STEEL LADDEF CLEANOUT GATE: SHEAR GATE 8" DIAMETER MIN. (SEE DWG NAME D-27) 0 I REMOVABLE WATER -TIGHT COUPLING VORPECIFIEDIFIcELATETH AS ELBOW DETAIL E3-EV-358 1t AB mil■ 1.70 DIA OUTLET PIPE z � N A 0 I � (V t z 0 0I 4 34 SIDE VIEW OVERFLOW ELEV. TO PROVIDE DETENTION & OIL SEPARATION PER PLANS PLAN VIEW FLOW RESTRICTOR/OIL POLLUTION UTILITY VAULT GRATE & FRAME 5610 OR APPROVED EQUAL 5'X10' OP N 370 370 4, I PER KWSWDM 49 FOR CELL 350 340 360 350 340 NOTE: ALL OUTSIDE WALLS SHOWN AS 1 ' THICK ON THIS DRAWING WITH 14" THICK ROOF PANELS. CONSTRUCT STANDARD FLOOR, WALLS, AND ROOF SECTION PER THE APPROVED STRUCTURAL DESIGN PREPARED BY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER. W O MANHOLE FRAME AND AAADk--n CT/1DA/ vV ram/ \ /rr r�/ \/ \L✓ .� /Ti 24, d 0. ll I CTAAFAI T £nnl� 4n" nI , SE I.QCKING IIli =_36 1�1 1�1 II� X ,.:i MOM 0 1 ELEVATION -END VIEW PIPE SUPPORT (SEE NOTE 3) 3"x .075" ALUMINUM OR .079" STEEL IMIE ELEV. 3346r I AB REMOVABLE SECTION WITH CLAMP OF1 PLATE 117-11 ORACE 61 o DIA. AB TO CB#13 370 360 MAX WS=353.45-100-YR — 350 342.30 — 340 0.50' SEDIMEN T R-4 0 3 2 1 1 AD STORAGE (WATER QUALITY) STORAGE MIN. ASBUILTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10 0 5 10 20 GRAPHIC SCALE SCALE:1A=10' aa °E w s� HOR VERTICAL' IM/101 CHRISTELLE RIDGE �3-22-2018 Pacific il� r lIJ. �lIJ r o NOTED CITY 0 F FIELDBOOK: - 1 1 �� Z " J. HOPPER SOUND BLDG & DEVELOPMENT, LLC P�� Jrt{jj Deski tj, _L `1 -o AWN: P. PATEL R E N T O N 21222 132 N D AVE SE Ir ONE INCH DATUM DHAWIr�c "°. 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 7/31/18 JH CHECKED: Civil Fr�yirlerar1Jw S J. HOPPER AT FULL SCALE Planning/Building/Public Works Dept. KENT, WA 98042 11 Ptar�niny C.ar�.:.!.�Ji:.�rls� A L 141r�t N0. REVISION BY DATE APPRIF NOT ONE DETENTION VAULT PLAN AND DETAILS �-� scAlE ACCORDINGLY of J. HOPPER sHEEr. 11 �24 I I I I I I I gom .i ECT IQ CHRISTELLE RIDGE 2 SUBDIVISION PARCEL NO. 032305 1 NO. NDEX SHT.N0. T — 1 PLANTING L — 1 L — 2 L — 3 L — 4 IRRIGATION — 2 — 3 I — 4 REVISED PER ARBORIST LETTER DATED 7/24/18 REVISION TO SHEETS DESCRIPTION TITLE /COVER SHEET PLANTING PLAN PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS IRRIGATION PLAN IRRIGATION PLAN I:i g[el_�960mma rm"m &I I IRRIGATION SPECIFICATIONS SURVEYED: SURVEYED DESIGNED: DESIGNED DRAWN: DRAWN FB 8/3/ 18 CHECKED: CHECKED BY DATE APPR APPROVED: APPROVED SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LO 0 1;t SE. 95TH WAY NE. PARK DR. COALI CREEK PKWY SE. PROJECT SITE RENTON NE. SUNSET BLVD SUNSET BLVD. NE DUVALL AVE. NE DUVALL AVE. NE. VICINITY MAP Landscape Architectural IA3 Services PO. BOX 11134 TACOMA, WA., 98411 P; 253-671-2221 / EM; FWBLAS@AOL.COM / FRANK.BUSHELLI@GMAIL.COM R-403212 A-NNNNNNN VERTICAL: NAVD 1988CITY O F HORIZONTAL: NAD 1983/183/1991 % 1 RENTON Planning/Building/Public Works Dept. STATE OF WASHINGTON REGISTERED �D E ARC TE 0 0 FRANK WILLIAM BUSHELL CERTIFICATE N0. 255 EXP; 1-20-2019 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING amorganroth 10/23/2018 DATE: CHRISTELLE RIDGE 2 FIE0BOOK: 18 PAGE: SE 95TH WAY RENTON WASHINGTON DRAWING NO: TITLE / COVER SHEET: OF: T-1 i U N T Q J I z z z GENERAL PLANTING NOTES z Z 1. The landscape contractor shall be responsible for Z familerizing themselves with other site improvements Q Q N 882935" w (KCAS) 1317.81' (CAL) N prior to starting any work on the project. Qc/c-162 8829'33" w (DEED) 1317.92' (DEED) SHRUBS-1 2. The landscape contractor shall use caution while 2 excavating to avoid disturbing any utility. If utilities ---------- -- 0 16SO.FL are disturbed the contractor shall at once notify the general contractor, owner or anyone that would -:WEST SIDE •A' NORTH SIDE•..•.•. EAST SIDE •A• . E_0 ':'TREES-1 '•' 'S`HRUBS •. . . . . 'SHRUBS-7 1 ° have interest in the disturbance. The landscape SFIRUBS-1 1 G UB 1 G/C_2a, C/G-49 / '. .•. .•. DR/A �i'iE'9�1�0:i. : /lV SaFT. o 0 contractor shall call for a complete locate prior to 858sQF] .1z1 .............. 1 �SIM'r-• i• ' o �_: o 3. start of work, The landscape contractor shall be responsible for ~ •`# "��'4='='='='=' '+SHAS-° • F~"•. '� -' '^ v 1 O I V �•• •, •, •, •,•• •HRUBS-0 4• •• I I HRUBS526•` VV�VV�7�VI �'��•. G/C-B6 I• I 1:A�NIV: ' ' ' ' ' ' ' ' :....259 Sc•F� ,F: ; SHRU 9 G/C-22 �� computing the correct quantities of plant materials, amounts of materials such as soil bark and any other O . V_ c c-t.n2 _ ... 1 I C 2 6cu ' . • ..... '.'. _ __ � c 75 SO.FT. roti' required materials and labor etc. needed to complete �. H� :1:Q=:-��:•:•:•::::::::'-:E:A��PZI£�T::�Z�p. Iv, sO.Fr. M the project, --- / 4. Ground, cover if used, shall be planted in an equilateral triangular the 0 T.W.376 I i --- 7•. ° 0 0 --� -- spacing pattern at spacing shown on B.W.37 V v 0 0 0 0 �y�:.., • �- _�/� _ �' TREES-2 SHRUB 11 f� t :: f'' the plan set materials legend, Where ground covers � _?,�� _ �►� cG + !, T ' c�' 6a,:>.N:.. 2 �Fg� abut a curb, walk or planting bed edge the minimum 15.0 ; Irf o ;;%, :� spacing to the edge is 12" from the center of the FOOTINGDRAIN TO DAYLIGHT � �•�_� )- . , �.i lC` :� L �i ,� 9 To � �0ic F plant. I-�--I T.W.380 B'W'37 �,, , \` -� , s3';%', �� "s' 4 ES-5 ` '/ 9s� Ok 5. All sub -grades shall be set by the general contractor to 1/10th of an inch of finish grade less the depth Z) T.W.378 HRUBS-3B • i ''... °/°-266 - / q, F�°s of the specified imported topsoil depth. J B.W.38 6 4-15" MAPLE EXIS77NG / " c 9212 LOT 1 / k To 6. A minimum depth of 6" two way imported topsoil shall be in lawn l , z4 TREES-1 SHRUBS- !a B 371 o I used all planting areas and areas. � T.W.378 B•W38 FF371.8 TREES-6 ! G/C-31 SHRUBS -4 108 SQ•' 20" MAPLE EXIS77NG G/C-71 0 �o ,.::, .+...� O 7, Rototill all shrub -lawn areas to a depth of 12' except j 10 ,REESSHRU_3D L 0 areas that slope and tilling would jeoperdised stability 9616So.Fr 4i ' i 3814 `' 8. Provide a minimum depth of 3 fine bark mulch M-�--i 1 T.W.378 B.W.39 T.W 94 T.W.394 ; 0 B.W 78 .37� ° i 1 H 5 y: I 404 in all new shrub beds, keep mulch of f plant trunk. I--1 14 T.W.378 B.W.39 -' - 3� ; SO9�� 0 / r.W.394 W 1AP 9. Fertilize all plantings with agro transplant fertilizer 4-2-2 per the manufacturers specifications, W T.W.398 2 3; t • I� 10. Fertilize all with a riform tablets the B.W.39 LOT 19 plantings per g T.W.404B.W.4O 3: • • 11 �� • o�oQ \ FF J85.7 /FOOTINGDRAIN11. / �� ,- manufacturers specif!cations. All plant materials shall conf orm to the current edition �, � TREES-t • • ; ' A T.W.392 B.W.38r� TO DAYLIGHT =��:.•.�• of the A.A.N. standards for nursery stock, WALL TO F AND INTERCEPT SURFACE DIRECTING IT TO NEW DRAIN 4 C, • c�cu9s-3 • 4: s ?AG.? ° { ` " " � ° TREES-8 s4 Any replacements of dead or damaged stock shall be u ROTECT ADJACENT PROPERT .;T•..� • ;7f; \� • e .'� l 3a\so.Fr. .- `:`.: SHRUBS-5 �s G/C-111 ��o�'� 384 sO.Fr 3 66 completed a t once. j••�••l T ` 6 4 • \ 0 C 0 / 12. 3 68 The landscape contractor shall maintain the landscape V • 4, • • \ � H RUB5539 G/C-219 Burring and through construction and until final acceptance, • 0 LOT 18 13. The landscape contractor shall guarantee and warantee • • C - ---- 7so s. .. o , o ; ' 1 FF 396.1 \ all materials and workmanship for a period of one T.W.416 $ B.W.40 - _ - --� --- ---- - • • .�� C> - --- ¢7 �� `� 376 SOFT. TREES-7 �('� .: �' % SHRUBS-5 year and/or one complete growing season - - -- j 1% G/0-109 y 14, The property owner shall water all areas after acceptance T.W.420 B.W.41 1 � C TREES-2 ° from the landscape contractor and through the one p g T.W.422 � C • \ G/CUB03�\ 0/ ?6 LOT 17 p p s FF 399.1 year and one complete growing season of all plant materials. B.W.41 10 T.W.424 15" - 2 .W.42"' �� FIR T.W.424 " 4� W.414 \ _ VI 35B �Q °1/� TREES-7 .. SHRUBS-6 Y?:~: / 1 / - B.W.412 6 B.W.41 EXIS77NG B.W.420 IN I�6 T.W.420 DRAIN 3s y BF 423.3 BF 419.1 I B'W'�F 411.3 8 12" FIR 424 42n412 4 Exrsnlvc I T.W.430 FF 433.3 426 4 I 4 B.W.42 8 428 4 30" L_ 0 T 5 43D L 0 T 4 42f T W:42o ° \ �� ' ` �/S ° 6 , o 0 ��` •`•<:�.:. os 100 ° , •i .;.a....:_::•' ° '... LOT 16 FF 401.3 STATE OF n Landscape WASHINGTON p 1 % REGISTERED r � � ARCHI EC MAPLE EXIS77NG TREES-4 432 FF 429.1 4 SHRUBS-6 4 G/C-114 . ::.:: , T. • & C C :.': :. , HRu 1a B.W. `� \ : *, _ /C `� Architectural ILANIDSCAPE �J T.W.432 B w 42 8 TREES-4 HRUBS-6 T.W.430 1❑ LOT 3 c/C-196 I 1 T.W. 8 0� TREES-8 :: ,g , HREBS-5 • G/C-116 LOT 15 / Services FRANK WILLIAM BUSHELL 6 681 SOFT B.W.428 396 SO.FT. T.W.426 FF 421.6 B w ^" �p g so . B•w•` i ss I� `` :� TREES-7 HREBS054 FF 403.4 PO. BOX 11134 TACOMA WA. 98411 ' t CERTIFICATE NO. 255 4 I 4328 I :�:�;:_:428.6 4 421.6 T w 4oa w.4o j C TREES-s 401 SO.Fr P; 253 671 2221 / EM; FWBLAS@AOL.COM / FRANK.BUSHELLI@GMAIL.COM EXP; 1-20-2019 PLANT PLAN MATERIAL SCHEDULE BOTANICAL NAME SIZE SHRUBS GROUND COVERS SYMBOL COMMON NAME ROOT CONDITION O O 76 Prunus Laurocerasus 'Otto Luyken' 5 gallon Otto Luyken Cherry Laurel Lawn Area storm drain tract = TREES 70 QUANTITY AS NON -STREET TREES 24 QUANTITY AS STREET TREES container height 3 x spread 6 evergreen, Drought Tolerant zone 3a - 9 9,243 sq.ft. Lawn to be "Eco-lawn", (trade name), containing; Certified Fine � Fescue, Oracle Creeping Red Fescue, Maxima 1 Creeping Red O W QUANTITY w 3 Berberis thunbergii 'Aurea', Yellow Leaved 5 gallon Fescue, Spartan II Hard Fescue, Sealink Slender Fescue, SR 5130 Chewing's Fescue, SR 3210 Blue Fescue, SR 3150 Hard Fescue. (percentage z W 1 W ' MaluS Red Barron 2 caliper Red Barron Crabapple Box B & B Golden Japanese Barberry container height 3 x spread 3'-4' evergreen, Drought Tolerant zone 4 of each seed per manufacture count) Broadcast at a rate of 5 Pounds per 1000 s ft. water tell W W W W p q' f� W W or established ti height 18 x spread 8 deciduous, zone 4 flower rose red ® 40 Abelia 'Confetti' 5 gallon g with temporary irrigation system. 30 60 120 Confetti Variegated Glossy Abelia container 'Emerald Z Z 3 7 C3 i< Prunus cerasifera 'Newport' 3" caliper Newport BOX B & B o 48 height 3' x spread 3' evergreen, Drought Tolerant zone 7 Helictotrichon sempervirens 3 gallon Blue Oat Grass container 17,927 sq,f t Arctostaphylos uva-ursi Carpet' 1 gallon Emerald Carpet Common Bearberry container N WEIR 5,175 plants height 10" - 18" spreading evergreen, zone 4 2 M plum or height 20' 20' deciduous, 3 Fall Color Reddish height to -18 spread, Clumping evergreen, zone 4 Ground covers shall be planted at 24" on center through out entire planting bed indicated e S C Q l 1 " - 3 0' x spread zone V12 Viburnum rhytidophyllum 5 gallon Leatherleaf Viburnum container 2,795 sq.f t Vinca minor 'Alba' 1 807 EZ White Common Periwinkle container gallon 0 Quercus rubur 'Fastigiata 3" caliper height 8' -15' x spread 6'-12' evergreen, Drought Tolerant zone 3-9 plants height 6" -10" spreading evergreen, zone 5 F--�--� 9 Skyrocket Oak container or B & B ® 45 Thuja occidentalis 'Smaragd' 6' height Ground covers shall be at 24" on center through out entire R-40321 3 �� N N N N N N N height 45' spread 15', deciduous, Drought Tolerant zone 5 9 p g Emerald Green Arborvitae planted planting bed indicated fall color yellow -Brown height 10'-15' spread 3'-4' evergreen, zone 2 - 8 IN COMPLIANCE WITH CITY OF RENTON STANDARDS R S 3 O Flower C P A T C❑ T S ARC E❑ R 0 10 » Pyrus calleryana Capital 3 caliper Capital Pear container or B& B Flowering Currant container5llon hei ht 10 x s read 8 ever reen, Drou ht Tolerant zone 5 9 p g g THIS SHEET ECURRENT PLANNING height 35' x spread 12' deciduous, Drought Tolerant zone 5 © 34 Cotoneaster congestus 5 gallon amorganroth 10/23/2018 W white flowers, red fall color Pyrenees Cotoneaster container height 3' x spread 3' evergreen, Drought Tolerant zone 6 Leucothoe 5 0 Pseudotsuga menziesii 6' - 8' height (D 6 axillaris gallon Coast Leucothoe container (� 32 Douglas fir container or B & B height 3' x spread 4' evergreen, zone 5 SURVEYED: SCALE: DATE: r height +/-100' x spread 20'+ Evergreen, Drought Tolerant zone 4 white flowers, red fall color VERTICAL, NAVD ,9a9 HORIZONTAL: NAD 1983/1991 DESIGNED: rB 1 " = 30' % r f� [.OR) 0 2/ 2 6/ 2 018 FlELDBOOK: CITY O F CHRISTELLE RIDGE 2 �1 0 Pseudotsuga menziesii 6' - 8' height 2 GROUND COVER SPACING FROM 18" TO 24" FB 10/20/18 DRAWN: FB ' R E N TO N PAGE: SE 95TH WAY RENT❑N WASHINGT❑N DRAWING NO: 23 Douglas fir container or B & B height +/-100' x spread 20'+ Evergreen, Drought Tolerant zone 4 1 PER ARBORIST LETTER DATED 7-24-18 EB 8/31/18 ONE INCH CHECKED: cB AT FULL SCALE Planning/Building/Public Works Dept. r IF NOT ONE INCH LANDSCAPE PLAN W white flowers, red fall color NO. REVISION BY DATE APPR APPROVED: FB SCALE ACCORDINGLY SHEET 1 OF: \ Z T.W*378 W.394 Z B.W.39 • • 0 W.38 8 Z T.W.398 2 B.W.39 3- LOT 19 Z Z T.W.404 C FF 385.7 Yf OTINGDRAIN T.W.392 /A/-FO r: �` VVPI Z B.W.40 TREES 0 B.W.38� TO DAYLIGHT SHRUBS-3 \ a Z L TO INTERCEPT SURFACE 4 0 < NO DIRECTING IT TO NEW DRAIN 'ECT ADJACENT PROPERT• TREES-8 7- SHRUBS-5 y , [i] G/G111 64 < < 6 :,?, I-D TREES-5 \ 384 SQ.FT SHRUBS. -21. LOT 18 Qj T.W.416 8 FF J96.1 376 50.FT. TREES-7 B.W.408 >/ SHRUBS-5 G/0109 O T.W.420 B.W.41 T.W.422 B.W.41 10 B.W.418 T.W.414 C TREES-2 G/0103 0 LOT 17 9- TREES-7 FF 399.1 SHRUBS-6 T W 424 15" B.W.41 FIR T.W.424 -B.W412 _ b- DRAIN 356 G/0115 EXISTING B.W 423 W _.4"i 6 0 DRAIN BF 423.3 B.W.IV BF 419.1 411.3 8 4�!a 12 " FIR 412 LOT 16 4 EXISTING T.W.430 FF 4JJ.3 414 NO FF 401.J B.W.42 8 30" LOT 428 4 24 T. - 2 4,3o LOT 4 0 \' ° \ ` -5 MAPLE TREES-4' B.W.42'O 411, TREES-8T\. & C :;�:+`"::..,. •. EXISTING 42� SHRUBS-6 FF 429.1 G/C114 TREES-4 SHRUBS- G/C-606 TREES-8 T.,k'\ W 432 B.W*42 8 SHRUBS-6 li] G/C-196 ' 430 0:1 LOT 3 W/C-116 111 T.W.T.A BW4 SHREBS-5 LOT 15 6 681 SO.FT. B.W.428 396 SQ.FT TAv.�4u FF 421-6 B.W.422 Z09 SO.FT. dna i = C TREES-7 REB S-4 FF 40J. 4 T.W.432 B.W.43 2 432.8 1 428.6 I 4 I 421.6�. 6. P7. 1 J.. j1% 0 0 01 T.W , TREES-6 401 SQ.FT. SHRUBS-45 �4O 1 G/C271 0 365 SOFT. 2 FOOTINGDRAIN TO DAYLIGHT 09 SQ.FT 0 Z) 212 FIR 0 iL_LL�A'11U- T.W.434 Y V TREES-5 0 SHRUBS-53 G/G217 LOT 14 B.W.43 ROCK WALLsL_ 2 SEE DETAIL ON 2 ) FF 404.1 SHEET G04 755 SO.FT. TRACT B CONNECT FOOTINGDRAIN N) 182 SOFT. TREES-1 SHREBS-14 G/053 TRES-0 _ TREES-0 �v _ >y -- : --: TREES-9 SHRUBS-5 TO CB#12 2 HRUBS-4 SHRUBSi3 C-53 G/C_11 2 S/ 367 SQFT. - 0:: - , SHRUBS-3 G/G33 0 0 G/0106 111 SOFT. TREES-0 T.W.438 SHREBS-3 B.W.43�-��: G/C 0 4 0 11 .89 SQ.FT. 4,oj� ja I &LA L& -s - �_ :. .: L.-- . :I'. _. � .: •SHRUBS-5 -.7 7 6 2b7. 0 1 15. 18. 527 SQ.FT 37 1\\"16 1 429.9 1 TREES-7 TREES-7 6 SHRUBS-6 LOT 414.7 410. 10.07. 0 FF 11 6� Iro. T W.400 405.0 IFIr G/098 SHRUBS-3 8 G/G35 TREES-7 S-1 SHRUBS-4 2 H BS 40 1 GOOF B.W.394 T.W.442 B.W.43 340.17 So.FT. 120.85 SO.FT. 416 61J SOFT. G/C177 G/C33 434 SQ.FT DRAT 413 SO.FT. TREES-7 406.5 4n13 116 SOFT. SHRUBS-4 TRES-8 4 FF 411. 1 SHRUBS-6 TREES-8 SHRUBS-4 G/G48 B.W.426 B,.W.422 .W.41' 418 LOT 6 LOT 7 G/C-125 412 G/G_119 408 FF 40ZO 408 6 ' TREES-8 SHRUBS-4 1 a 0 G/0182 8 167 SQ.FT T.W.404 FF 430.4 420 FF 426.1 T.W.424 422 B.W.42e,/Z 424 B.W.412 414 LOT 8 - - 410 410 FF 415.2 6 OT 9 ---- T.W.414 4 412 B.W.4 412 10 SF 425.2 14 418 414 LOT 10 414 .410 630 SO.FT. B.W.40F T. LOT 12 2-24" MAPLE B.W.396 EXISTING 24" ALD " ALD FF 405.2 EXIS77NG LOT 13 T W.428 j FOOTINGDRAIN 420 SF 421.1 4416 SF 4170 FF 406.9 DAY[ SF 415.0 2 T.w.,+ I T.W.404 B*W.426 �TO _IG YTW.422 FOOTINGDRAIN 1 2 B.W.402 2 426 B.W.41 8"TO DAYLIGHT T.W:420 1 418 4� 2 40, 422 4 6 420 18 FOOTINGID EAST LINE OF GOVERNMENT LOT 4 8 EX 15' STORM EASEMENT T.W. T W.426 B.W.41 8 B.W.4 STATE OF WASHINGTON Landscape REGISTERED Architectural LANDSCAPE ARCHIT CT Li Services 0wo PLANT MATERIAL SCHEDULE GROUND :CD:V :ER:S] B 255USHELL PO. BOX 11134 TACOMA, WA., 98411 FRANK CERTIWILLIAM FICATE O. P; 253-671-2221 EM; FWBLAS@AOL.COM FRANK.BUSHELLI@GMAIL.. OM EXP; 1-20-2019 PLAN SYMBOL BOTANICAL NAME SIZE COMMON NAME ROOT CONDITION Prunus Laurocerasus 'Otto Luyken' 5 gallon 100 Otto Luyken Cherry Laurel container Lawn Area storm drain tract NOT SHOWN ON THIS SHEET) "Eco-lawn", 80 QUANTITY AS NON -STREET TREES TREES QUANTITY 17 QUANTITY AS STREET TREES height 3' x spread 6' evergreen, Drought Tolerant zone 3a 9 10 Berberis thunbergii 'Aurea', Yellow Leaved 5 gallon 400 sq.ft. Lawn to - Fescue, Fescue, Chewing's be (trade name), containing; Certified Fine Oracle Creeping Red Fescue, Maxima 1 Creeping Red Spartan 11 Hard Fescue, Sealink Slender Fescue, SR 5130 Fescue, SR 3210 Blue Fescue, SR 3150 Hard Fescue. 1 Lj Uj ' Golden Japanese Barberry container (percentage of each seed per manufacture count) 9 0 Malus Red Barron' 2" caliper Red Barron Crabapple Box or B & B height 3' x spread 3'-4' evergreen, Drought Tolerant zone 4 Broadcast at a rate of 5 Pounds per 1000 sq.ft. water tell established 121�� La height 18' x spread 8' deciduous, zone 4 flower rose red Abelia 'Confetti5 gallon Confetti Variegated Glossy Abelia container with temporary irrigation system. ED Prunus cerasifera 'Newport' 3" caliper height 3' x spread 3' evergreen, Drought Tolerant zone 7 11 43 Helictotrichon sempervirens 3 gallon 8,068 sq.f t M 2,329 plants Arctostaphylos uva-ursi 'Emerald Carpet' 1 gallon Emerald Carpet Common Bearberry container height 10" - 18" spreading evergreen, zone 4 0 30 60 120 C3 2 2 Blue Oat Grass container Newport plum Box or B & B " spread, Clumping evergreen, zone 4 height to -18ophyllum 2 Ground covers shall be planted at 24" on center through out entire r" OCR C5 height 20' x spread 20' deciduous, zone 3 Fall Color Reddish planting bed indicated 'Alba' I M M cl5 gallon @0 Viburnum rhytiLeatherleof Viburnum container 2,560 sq,f t 739 121 Vinca minor 1 gallon White Common Periwinkle container Quercus rubur 'Fastigiata 3" caliper height 8' -15' x spread 6'-12' evergreen, Drought Tolerant zone 3-9 plants height 6" -10" spreading evergreen, zone 5 ScoJe 1' 3 0' 0 16 Sky rocket Oak container or B & B 0 Thuja occidentalis 'Smaragd' 6' height Ground covers shall be planted at 24" on center through out entire height 45' spread 15', deciduous, Drought Tolerant zone 5 fall color yellow - Brown Emerald Green Arborvitae height 10'-15' spread S-4' evergreen, zone 2 - 8 planting bed indicated R-403214 rk-N N N N N N N RS O7 Ribes Sanguineum 5 gallon Flowering Currant (PLANT COUNTS ARE FOR IN COMPLIANCE WITH CITY OF RENTON STANDARDS 11 0 6 Pyrus calleryana 'Capital' 3" caliper Capital Pear B & B container height 10' x spread 8' evergreen, Drought Tolerant zone 5 THIS SHEET ONLY) container or height 35' x spread 12' deciduous, Drought Tolerant zone 5 flowers, fall V 48 Cotoneaster 'congestus' 5 gallon Pyrenees Cotoneaster container CURRENT PLANNING ^77 white red color height 3' x spread 3' evergreen, Drought Tolerant zone 6 amorganroth 10/23/2018 0 Pseudotsuga menziesii 6' - 8' height 7 Leucothoe axillaris 5 gallon Coast Leucothoe container 0 0 Douglas fir container or B & B height 3' x spread 4' evergreen, zone 5 height +/-100' x spread 20'+ Evergreen, Drought Tolerant zone 4 0 51 white flowers, red fall color Pseudotsuga menziesii 6' - 8' height Douglas fir container or B & B SURVEYED: DESIGNED: FB SCALE: VER`nCAI_, NAVD 1988 HORIZONTAL- NAD 1983/1991 1 30' DAM 02/26/2018 CITY OF CHRISTELLE RIDGE 2 FIELDBOOK: RENTON PAGE: GROUND COVER SPACING FROM 18' TO DRAWN: 24' FB 10/20/18. FB SE 9 5 T H WAY RENT ON WASHINGTON DRAWING NO: height +/-100' x spread 20'+ Evergreen, Drought Tolerant zone 4 1 PER ARBORIST LETTER DATED 7-24-18 FB 8/31/18 CHECKED: CH 7E 'Z white flowers, red fall color FB AT FULL SCALE Planning/Building/Public Works Dept. Z No. REVISION DATE AP APPROVED IF NOT ONE INCH SCALE ACCORDINGLY LANDSCAPE PLAN SHEET 0 F. Uj _j BY FB 2 4 z z z z z z z Q a MULCH: USE SPECIFIED MULCH PROVIDE A 4' DEEP WATERING O TAPER DEPTH TO PLANT BASIN AROUND SHRUB, WATER IN THE SHRUB THEN REMOVE BASIN v L ~� TOPSOIL PER SPECIFICATI❑ FINISH GRADER❑UGH GRADE (� 1�1� -..-..-................................. EX 15' STORM EASEMENT - TREEFRUFECYMNOINS 2-2'X2' FIR STAKES, PRE -STAINED PR❑VIDE A 4' DEEP WATERING BR❑WN, DRIVEN INT❑ STABLE _ - BACKFILL MIX I T� BASIN, WATER IN THE TREE THEN UNDISTURBED S❑IL. PARALLEL, REMOVE AFTER TREE IS WATERED PER SPECIFICATIONS A , V 1 1. �TI'AC]rH EPLANNING AND LAM S�iSD PAREV�TI' EVEN TOPPED & UNSCARRED +++++++ IOARIMCEAFRE-CONSIRUCIM�HSIIITCE IN TH❑ROUGHLY 2- HOSE AND 12 GUAGE WIRE TIES = _ _ �— T N PI�It1O ANY LAND DISTURBANCE NAIL WIRE T❑ STAKE T❑ STABILIZE —III I I III I 2. ALL TREE PROI UM AMEROSHINOONnwLNEASURES TOPSOIL PER SPECIFICATIONS FINISH GRADE R❑UGH GRADE AND PULLCUT CWIRE BASKET W j..� SHRLBEINSTAIIFDPRIORI GRADING, CLEARING, O OMM :... IF ATTACHED AGRIF❑RM FERTILIZER TABLETS I J VE(>I'ATiON RIIVDVAL :::: :::: HAND COMPACTED BACKFILL MIX QUANTITY PER MANUFACTURE'S J �../ _ _ _ _ _ MOUNDED TO SUPPORT THE TREE ROOT SPECIFICATI❑NS 1 3. �RIMNAL SHALLBC �VSISI`A YMMRI1EAFFW" _— I BALL CROWN 1' ABOVE THE FINISH GRADE 1�1 � —_ WHILE BEING BACKFILLED WITH THE H� TREE IUMSERVAIIONPIAN. FARM TOCaMMYV�II UK —_ — SPECIFIED BACKFILL MIX /� w APPROVED TREE CONSERVAIION PLAN OONSIIIUM A VIOIA'QON PLANT PIT '— I �- EXCAVATED T❑ — +++++++ + ONE GALLON AND LARGER MATERIALS �� S. LL IR "S ILIA EFJUC /I MFASED, S�.Y sCED ORWiCRT� S THI R❑❑TBALLEDEPTH AND 3I I—_ —_ —III— TIMES THE WIDTHPUL—III I I III I I ' SHRUB PLANTING DETAIL SHAILBERENUMAND REPLACED BYBEP�IIYOWI1HL ALL AND LCUT CWIRE BASKET LAP copyright One Leaf Publishing Co, N.T.S. TREES RQVIOMSHAILEEREPIACIDWII M6DDAYS OFREMMM IF ATTACHED AGRIF❑RM FERTILIZER TABLETS DECIDUOUS AND EVERGREEN r T 1 UMAEFALUNTREEIV�VGUKALL R13QUBMIRM. HAND COMPACTED BACKFILL MIX QUANTITY PER MANUFACTURE'S MOUNDED TO SUPPORT THE TREE ROOT SPECIFICATIONS �••I••� RR"CUVIMTREES SNAIL RC' PI�I+YNaW.NMOR BALL WN I' ABVE THE THEGRADE WHILECBEING BACKFILLED WITH FINISH THEGR WAMMAS NECESSARY TO FROMM SURVIVAL UEB EE DENSITY SPECIFIED BACKFILL MIX UNR3PRUMEDBYTHEPEPIACENSMTIM SHALL BBEQtWALENr ROOT BARRIER REQUIRED WHERE TREES ARE ~ TO THAT FRflMM BY THE TREES BEING REPLACED WITHIN 5-0" OF ANY CURB OR SIDEWALK EDGES. . . 10' LENGTH CENTERED ON TREE ROOT BALL, 5' ON EACH SIDE OF TRUNK. PLACE AT CURB OR T 1 CONIFER TREES v SIDEWALK. AMERICAN DRAINAGE PRODUCTS DECIDUOUS TREES MODEL RB-18 a9 +V r + , DECIDUOUS TREE PLANTING AND STAKING DETAIL r0% �S„ „ LL>F3' 00 z N.T.S. rr J to s M d 0 0 A rV r A MULCH: USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER MULCH TO PLANT TRUNK I AREA. J 1/2 EQUAL EQUAL 4, SHRUBS & GROUND C❑V GROUND COVER Provide a 4' high Me fence 3' outside the drip llneIjRfaas where any activity May l� ROUGH GRADE SPECIFIED TOPSOIL trees and vegetation t@r.b9s drip line, cover area with protected and preservpldiuM wood chips and cover during construction. area with a Metal plate cover. ELEVATI❑N OF A PROTECTED AREA LOCATION OF ❑F TREES AND OTHER VEGETATI O LINE OF 4' HEIGHT V + 1 PR❑TECTIVE FENCE 3' FROM DRIP LINE .. _ . . . . .. .. . .:..... . P OTS AND SMALLER if used +3, . :edge :.'of planting. area +3' DRIP LINE OF +3' ALL VEGETATI❑N �� SHRUB AND GROUNDCOVER PLANTING TO BE PR❑TCTED plant p wA copyright One Leaf Publishing Co, w PLAN VIEW OF A PROTECTED AREA TRIANGULAR SPACING DETAIL N.T.S. TREE AND OTHER VEGETATI❑N PR❑TECTI❑N DETAIL DETAIL NOT TO SCALE Copyright One Leaf Publishing Co. N.T.S. N W R-403 21 5 A-NNNNNNN C-) IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING amorganroth 10/23/2018 STATE OF WASHINGTON Landscape �� REGISTERED Architectural CD E ARC TE w o DATE: Services PO. BOX 11134 TACOMA, WA., 984ll FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 SURVEYED: SCALE: SURVEYED DESIGNED: n a DESIGNED / VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY 0 F R) CHRISTELLE RIDGE 2 0D 26 ' 8 � / / OK: u 7 P; 253-671-2221 / EM; FWBLAS@AOL.COM / FRANK.BGSHELLI@GMAIL.COM EXP; 1-20-2019 DRAWN: DRAWN PAGE: RENT 0 N PAGE: 6 ONE INCHVAN9V SE 95TH WAY R EN TON WASH I N GTON DRAWING N0: CHECKED:ATAT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY LANDSCAPE PLANTING PLAN J N0. REVISION BY DATE APPR APPROVED: EET: 0R 3 4 APPROVED GENERAL PLANTING SPECIFICATIONS MAINTENANCE FREQUENCY SCHEDULE 2.04 FERTILIZER AND SOIL AMENDMENTS (numbers represent times per month) PART 1 GENERAL MONTHS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC A. All fertilizer must be approved brands conforming to state fertilizer laws. Composition to be uniform, dry, free B. Delivery, handling and storage materials used in hydroseeding shall not be delivered the site sooner than six (6) TASKS 1.01 SCOPE OF WORK flowing and delivered to the project site in original uno ened bags or containers with proper and original labels. 9 P 1P 9 P Pmonths t prior to usage. Materials shall be delivered and stored in their original weather resistant containers clearly marked a Mow turf &remove clippings 2 4 4 4 4 4 4 2 B. Planting pit fertilizer to be Agiform tablets, 21-gram size as manufactured by Agriform International Chemicals, Inc. with contents, date and location of manufacture, and any other pertinent dates as required by these contract documents. The landscape contractor is to furnish all labor, materials and equipment necessary for performing the following tasks: analysis. at 20-10-5 anal sis Materials shall stored under cover in a manor recommended by the manufacture. Materials shall be in accordance with the manufacturer's recommendations and the regulations of the governing regulatory agencies. Edge lawn areas 1 2 2 2 2 2 2 1 finish grading, soil preparation and treatments, planting of trees, shrubs, ground covers, sod lawns, seeded lawns 1. Tablets to be at the following rates: Fertilize lawn areas, see note 1A 1 B 1 B 1 B 1A and grasses, plant protection, general maintenance, guarantees and replacements and related items necessary to C. The products, seed mixture, fertilizer, mulch and tackifier shall be applied at the rates described below; complete the work indicated on the drawings and/or in the specifications. a. 1 gallon plants = 1 tablet each Control lawn pests As required to be done by a licensed commercial vendor b. 2 & 5 gallon plants = 3 tablets each Seed per acre (as recommended by seed supplier) A. Related work: rough grading, drainage, irrigation, see plans by landscape architect, architect, civil engineer for c. 7 - 15 gallon plants = 6 tablets each 250 lbs. fertilizer 10-20-20/acre Control lawn weeds 2 2 3 4 4 4 1 4 1 4 1 4 1 3 2 2 v lay outs and description of related work. d. other large plants, 1 tablet for each 1/2" of caliper or 1 tablet for each foot of height whichever is less. 2,000 lbs. Silva mulch/acre, on slope areas 1,000 lbs. Silva mulch/acre, on flat areas Control shrub, tree pests As required to be done by a licensed commercial vendor 2. Place tablets evenly distributed in the plant pit when backfilled two thirds (2/3). 40 lbs J-Tac/acre, on slope areas 1.02 QUALITY ASSURANCE "end" "A". Lime application /lawn areas 1 C. Sod and seeded areas are to receive formula 124-8 with 50% blue chip or urea at 30 lbs./1000 sq. ft. Seed mixture for hydroseeding shall conform to the composition specified in table Seeding rates are shown in O "Pounds of Live Seed", (PLS), per acre. PLS is determined by multiplying the percent purity, (expressed as a decimal), Leaf cleanup As needed A. All plant materials shall be Washington grade no. 1 as per the State of Washington, Department of Agriculture 1229, 1230, 1322. The determined by forth in D. Sod areas are to receive lime, agricultural limestone, at the rate of 100 lbs. /1000 sq. ft. and then multiplying this factor by the pounds of seed in the mixture, (PLS = lbs. of seed in the mixture X% germination). 1 1 1 order numbers quality, size and condition as standards set the standards 2.05 MULCH The purity and germination percentage shall be as shown on the tag on each seed container. Seed mixtures shall not Fertilize plantings 1 V 1 and the American Association of Nurserymen standard ANSI Z60, 1-1973. All plant names shall conform to the latest "Standard American contain more than 0.5% by weight, weed seed and shall be free of prohibited noxious weed. Additionally, the maximum Trash clean up Every.visit edition of Plant Names" as adopted by the joint committee of horticulture nomenclature. A. Mulch is to be medium sized ground fir or hemlock bark of uniform color, free of weeds, insects, splinters and large ° amount of inert or other seed shall be 2.0 /° by weight 1 B. Fertilizer is to conform to the Washington State Department of Agriculture laws and federal specifications O-F- pieces of wood. Bark shell contain no resins, salts or chemicals that could be detrimental to plant growth. Installed bark that bark in the Table "A" COMPOSITION OF SEED Aerate lawn areas 241 D pertaining to commercial fertilizers. mulch must match of existing adjacent context of a streetsGape and neighboring properties. Winterize irrigation system 1 C. The finish grades and compaction of areas to be planted are: Rough Grade is to be established to +/- .10 foot, 2.06 TREE STAKING AND GUYING Kind and Variety of seed in mixture Proportion by weight. PLS/Acre ^ and minus the depth of the specified imported topsoil if required. Rough grade is to be established by the general Activate irrigation system 1 O contractor. Compaction is to be a workable, tillable density. A. Stakes shall be installed per planting plan details and/or as stated in "Part 3 Execution". Thatch lawn areas 1 B. Guying shall be installed per planting plan details and/or as stated in "Part 3 Execution". "See planting plan notes or plant materials legend" 1.03 PRODUCT HANDLING PART 3 EXECUTION OF INSTALLATION Cranefly control 1 1 O A. Do not drop plants. 3.01 SOIL SUB -GRADE D. Mulch for hydroseeding shall be virgin wood fiber made from clean, whole wood chips processed to eliminate factors inhibit Mulch in in blend Re -bark mulch areas As needed CN B. Do not pick plants by the trunks that growth and germination. shall remain uniform suspension water under agitation and shall � Prune Ft. trees after bloom 1 A. The soil rough grade and soil sub -grade shall be established by the General Contractor to a tolerance of +/- 0.10 foot with the seed mixture, fertilizer and tackifier to form a homogeneous slur When applied to the round surfaces by 9 slurry. PP 9 � 1.04 PRODUCT DELIVERY minus the imported topsoil depth and be sufficient to achieve finish grade elevations after natural settling and compaction. hydroseeding, the fibers from a moisture -holding mat and shall have qualities that allow it to bind with itself and the seed Prune hedges / broadleafs 1 to the soil. Mulch, in place shall allow for percolation of precipitation. Mulch fibers shall be colored with water-soluble, A. Deliver fertilizer to the in original unopened containers bearing manufacturer's guarantees, chemical analysis, B. The soil Sub -Grades shall be approved by the Landscape Architect. Prior to placement of topsoil's all trenching, sleeving and any related digging shall be properly backfilled per civil plans and approved compaction methods set forth by the project non -toxic green dye to aid in visual metering of the hydroseeding application. The dye shall be biodegradable and not inhibit plant growth. Mulch shall consist of a range of fiber lengths with a minimum of 30% averaging 0.15 inch or bigger Prune hedges sheared plants 1 g N name, trade name, trademark and in conformance with State law. site superintendent, Owner or civil engineer. P 9 o and 50 /° or more fibers remaining on Clark Classified 24#-mesh screen. Mulch shall meet the following specifications; B. Do not deliver more plant materials than con be planted in one day. P P y C. Rototill subsoil in all planting areas to a depth of six (6) inches. Remove all rocks, twigs and any other foreign materials ° ° Moisture content 10 /° 3.0 /° notes: ' Fertilize (A). 15-5-10 at 8 lbs. per 1000 sq.ft. r T 1 prior to installing/placingof topsoil. Noequipment other than that required to spread the topsoil shall cross these plantingareas. p q p p Organic matter (over dried basis) 99.2% +/- 9.8% % ' Fertilize (B). 214-8 at 7 lbs. per 1000 sq.ft. 'tree 12 J w C. Deliver plants with legible identification lables. Ash content 0.8% +/- 0.2% staking and guying maybe removed after months. 1. Label trees, evergreens, bundles or containers of like shrubs or ground cover plants. 3.02 TOPSOIL PLACEMENT H. at 3% consistency 4.8% +/- 0. P y 5% ' In very cold weather tender plant material should be covered with 2. State correct plant names and size indicated on plant list. A. Topsoil grades are to be, 3/4" to 1" below adjacent hard surface in sod lawn areas, 1/2" below adjacent hard surface areas in Water holding capacity (grams of water per 100 of fiber, oven dried basis) 1,000 minimum or ueen vis landscape fabric and their root areas thick) mulched. q P Y " Maintenance needs/requirements may vary from scheduled herein. 3. Use durable waterproof labels with water resistant ink which will remain legible for at least sixty (60) days. seeded lawn areas. 2" below adjacent hard surface areas in shrub and groundcover areas to allow for mulch depth. grams All maintenance procedures should comply or exceed horticultural standards ( 1 D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. B. All planting beds shall be mounded to ensure the livability of the planting and drainage of the beds. All lawn areas Mulch shall be packaged in wet -strength Kraft or plastic bag which shall not exceed 100 lbs. in weight. The package shall MAINTENANCE TASK DEFINITIONS I� E. Notify the Landscape Architect of delivery schedule in advance so material may be inspected upon arrival shall have an evenly contoured crown to ensure drainage of the planted area. contain current labels, the manufacturers name and net weight. Mulch shall be Silvafiber as manufactured by Weyerhaeuser 1. Mow turf and remove clippings; Cut the at a uniform height as specified by the variety. Cut the plant at the job site. C. Topsoil is to be minimum 4" depth in all planting areas or as indicated on the planting plan set notes. Company, Tacoma, WA. or Hydro Mulch fiber as manufactured by Conwed Corporation St. Paul, Minnesota. grass grass at a frequency that will assure that no more than 1/3 rd. of the top growth is removed at one time. Remove all F. Remove unacceptable plant material immediate) from the site. p P y D. All finish grades are to be constructed to comply with the plans and approved by the Landscape Architect, site E. Fertilizer shall be furnished in the proportions and guaranties listed in table "B", and be comparable with application by hydroseeding the fertilizer shall remain in uniform suspension in water under agitation and shall be blended with the the grass clippings from the site at each mowing. 2. Edging turf; Cut the grass that grows horizontal out over the turf limits, (curbs, sidewalks and bed areas). This grass is cut at 90 degrees to the surface. superintendent or Owner. There are to be no humps, bumps or hollows only smooth contours with proper drainage. Ensure seed mixture, mulch and tackifier. The Nitrogen portion of the fertilizer shall be 50% slow release nitrogen in the form of 3. Clean off paved sidewalks and entry areas; After each mowing and/or edging all the sidewalks and entry areas W 1.05 PRODUCT STORAGE positive drainage away from buildings or capture of drainage by mechanical means. All rocks, twigs, roots and building Urea -Foam. A second application shall be made 8 to 12 weeks after first application of hydroseed. shall be cleaned free of grass, bark & dirt. debris 1" Or larger In Size must be removed from the construction Site. 4. Fertilize turf; Four to six pounds of actual nitrogen fertilizer per 1000 sq.ft. shall be applied on an annual basis A. Store plant material in an area that will protect them from weather and damage. Store plant materialin an area so P P g P E. Finish grades must be inspected and approved b the Landscape Architect prior to planting or laying of sod. 9 P PP Y P P P 9 Y g TABLE "B" The fertilizer shall be such that it gives a balanced feeding throughout the year. 5. Control turf pests; Integrated horticultural control of disease and insects through chemical use. It can be properly maintained and watered. 6. Control turf eeds; Selective control of weeds through chemical and cultural practice. 303 TREE LOCATIONS Fertilizer Composition 7. General bed work; Control of weeds, trash and leaves in bed areas and smoothing mulch. 1.06 PLANTING SCHEDULE . Macro nutrients Application Ratio r T 1Nitrogen A. Planting shall be scheduled to avoid periods of exposed soil surfaces to stop wind and water erosion. After A. After contractor has achieved approved finish grade and prior to laying sod, seeding and planting of any materials the tree locations are to be staked for approval. The contractor is to provide the stakes. Make field adjustments to avoid any N 10% COUNIYTREE PRUI ECIIDIVNOTES `..I..� properly scheduling work and plant material delivery notify the Landscape Architect of a proposed schedule of obstructions to the tree plantings, now and for future growth. The landscape Architect reserves the right to field adjust plant ((P) Phosphorus 20) Pho% 1. OONPACFREPLANNING AND LAND SERVICES D)HPAI(R141N1'AT r construction. This schedule after bein a roved b the Landsca a Architect will be adhered to unless a chan a g pp y p g locations prior to any planting of materials. ° (K) Potassium 20 /° �YCIFREViDNTOARRANGEAPIE-CONSWCEMCONFERENCE order is obtained from the Landscape Architect. PRT( IOANYLANDDi6 tMMCE �^ B. Plant only during periods which are normal for the intended work, as determined by the local season, weather 3.04 PLANTING OF TREES. SHRUBS AND GROUND COVERS Macro nutrients 2. ALL ENE FRO E(1�NANDEROSION CONIROCNIEASCRIES conditions and accepted local practices. As an optional procedure the landscape contractor, taking full responsibility, to A. Tree planting pits shall be excavated to six (6") or deeper and twice (two times) the diameter of the root ball. All exca- (B) Boron %RILiEINSTALIMFRIORTOMAUNG, UMUUNG, CROHIFR �T��AIL may conduct planting operations under unseasonable conditions withoutadded compensation to the contract or subcontractors. vated soil shall be spread and smoothly graded onto project site. Co Copper ( ) PP 3. TREERI[MWALSIWLiBECONSNFANIr M M EAPPRMW u C. The contractor is responsible to protect his work in progress and that completed as well as all adjacent property P P p 9 P 1 P P Y and adjacent to his work and is responsible for an damage or injuries arising from this contract h Thoroughly scarify the sides and bottom of the tree planting pit for root growth penetration. sh gradBackfill mix soil shall be hand compacted in the bottoms the tree pit to elevate the top the root ball 1" above the "Finish grade". If ground level (Fe) Iron 16 lbs. Acre (Mn)Manganese TREE CONSERVATffIN PLAN. FAILDIE TO CION PIYlM UM APPRWFDTI�ECONSERVATIONPIANC[1VSIII[JIESAVIDIATIDN TOTOILE I�IAND ODIDRAPPIIG4IUEPDRCECWIVIYREGUTA'DONS. T public properties P P P 1 P Y 9 1 9 d water is encountered and seems be a problem notify the Landscape Architect for an inspection, the most likely solution (Mo)Molybdenum due to his actions or neglect. Work of this contract is to be confined to areas designated as work areas. 9 9 would be creating a mounded planting bed. Trees are to planted straight, roots roots spread into natural position for bare nt (Zn)Zink 4. TREESTHAT)�C[11�EDLSE4SID,SEVII�I.YIk1M4CID,[lltIMICFIDIE SNAILIHEln WFDANDR PIA®SYEEFROPIHHIYO"NIEF. ALL 1.07 SITE UTILITIES root plantings. After backfilling the tree, make a 4" deep watering basin around the base of the tree and flood with water to force air out of the backfill mix after, after soil settles re -grade and re-establish the final finish TREES REMOVED SHAILDERIPLACmIMDENODD4YS OFRFMWAL pockets grade. The fertilizer shall not contain any substance harmful to vegetation or that would inhibit growth or germination. Fertilizer VVIIIIAIEA11INTRFEN>EEIINIGTIEREIMIIIMIIVFSOFTI IE 1111, A. All underground utilities must be located prior to start of any work, call the local LOCATING SERVICE and C. Stake and/guy trees per planting plan details immediately after plant is in the ground and backfilled. Do not plant more shall be appropriately packaged and shipped to the project site in a form ready and usable. Packages shall be clearly labeled 40.000R. REPLACEMENT TREES SHAIL>EPR{)I�.YIUUGA'IIDfHt give instructions for the work site location. www.callbefore ou di com two days before you di ttt 9 ( Y g• )' ( Y Y g"')' trees than can be properly planted staked, guyed in one work shift. with the supplier's name, contents and net weight. Fertilizer stored on site shall be protected from the weather. Fertilizer WAMIEDAS NECESSARYTOPROVIE111E SUIIVWAL HEMMDENSOY damaged as determined by the engineer, by weather shall not be used and shall be removed from the project site for UNTIS PI"VIDIDgYTIEP PIACIMNFTRFES SH41LIBEEQUIVALFNF B. The contractor must be aware of all utility lines, and underground and overhead obstructions. He shall familiarize D. Excavate shrub planting pits to twice (two times) the root ball diameter and at least six inches (6") deeper. Provide a disposal. TOBWFRUUMBYH EMMSEE NGREPIACED himself and his work force with all utilities, mechanical and electrical plans so that his working, digging, drilling operations hand compacted crown in the bottom of the planting pit for the shrub to rest on then roll back the root ball cover if B & B do not damage lines. If damage occurs the contractor will provide repair and/or replacement by the original installer and backfill with the proper backfill mix and fertilizers. Use the same procedure with container provided plant materials. F. Tackifier shall be used with the hydroseeding operation to increase the binding of the mulch, seed and fertilizer to the and this shall be at the contractors expense for all buildings, equipment, underground and overhead utilities, paving, make a slight depression around shrub and and water in to void air pockets from backfill mix. g P P soil. The tackifier shall be composed of water-solubal polysaccharides and linear polymers, hydrocolbidic in nature, and CONIFER TREES surfacing, stairs and/or forms damaged as a result of the contractors' work. Repair shall be in a manner satisfactory shall form loose organic protective film on the mulch, seed and fertilizer. It shall be non -toxic and shall not inhibit growth. to the Owner before final payment is made. E. Ground covers shall be planted in an equilateral triangular spacing pattern at the on center distance shown on the plan or in the plant schedule or on the planting plan planting notes. Where ground covers abut curbing, walkways, signs or poles, Tackifier shall be used in hydroseeding applications regardless of slope and shall be applied at the manufacturer's suggested rate with a minimum 40 lbs / acre. 1.08 QUALITY CONTROL minimum distance from these surfaces or items shall be 12" from center of plant to curb or pole etc.. Minimum planting DECIDUOUS TREES distance from center of tree planting is 14". 3.11 MAINTENANCE AND GUARANTEES A. The contractor is to save all delivery slips, empty bags and containers on site for verification by the Owner and/or Landscape Architect. Bulk material such as soil shall be documented by bill of laden and weight and/or measurement 3.06 MULCHING A. All trees shall be guaranteed for a period of one (1) year, shrubs until active growth is evident as determined by the ,,• VV of physical amounts while still in the truck. A. After completion of all planting "Fine Grade" around all plantings to ensure proper specified contours for drainage etc. Landscape Architect. This should approximate one growing season. + +' B. The contractor shall at all times provide all means to protect his work until conditional approval is given for the to all areas then top dress all shrub areas that are to receive mulch. Mulch all beds with a minimum depth of 2.5" depth B. The Landscape Contractor shall make monthly checks of the project during the guarantee period and all dead plants . ;k°+ � � work and/or for any required time to assure vigorous plant establishment. of specified mulch to achieve a minimum 2" layer after settlement of mulch. and plants not in a vigorous, thriving condition will be replaced immediately by the contractor with no additional costs to o a 3.07 PRUNING the contract. 1.09 GUARANTEE A. Upon completion of work under this contract and prior to final inspection of all trees, the trees planted and the trees C. The landscape Contractor shall not be responsible for replacing plants destroyed by vandalism or accidents caused by vehicles other than the contractor's, or by acts of God including unusual sever weather conditions. w w Li A. Guarantee all plant materials to be in healthy and thriving condition. that were existing on site, shall be pruned and /or shaped as directed by the Landscape Architect. Pruning and/or shaping shall be done in such a manner as not to change the natural habit or the expected natural shape of the plant. All cuts shall D. Should replacement fall due during a non -planting season, the contractor may request the Owner's permission to defer 1. Trees for a period of one (1) year from the time of coditional approval be flush, leaving no stubs. On all cuts three quarters of an inch and larger in diameter, and any bruises or scars, on the bark planting until the proper season. However, the contractor will be responsible to remove all dead materials from the site 4' shall be cleaned and sealed. and properly dispose of that material. This shall include the removal of all roots and backfilling of the planting pit. Re -sod 2. Shrubs, ground cover, sod, hydroseeded areas, seeded areas until active growth is apparent. all dead or declining sod areas and re -sod with the specified sod and re -guarantee per the contract. 3.08 SODDING SHRUBS & GROUND COV B. During the guarantee a through the maintenance period , all dead, diseased, dying broken or missing plant A. Grade soil as specified herein to a smooth contour with no irregularities. Refer to the grading/planting plan for proper 3.12 MAINTENANCE Provide a 4' high me fence materials shall be replaced at once. The replacements are at no added cost to the contract and shall be that specified. drainage of site. Sod shall be laid with tight end and side joints, level and smooth. Sod pieces shall not be used if they are A. Maintenance shall coincide with and be continuous during the planting and sodding operations and/or until vigorous 3' outside the drip tlneIpfalgas where any activity clay trees and vegetation t@rbffs driptine, cover area with 1.10 GUARANTEE EXCEPTIONSP less in size than one quarter sod slab. Sod joints shall be staggered by one half of sod slab. Sod shallbe installed cross slope. stand of lawn and healthy plants are evident. protected and resery Pi@tdlurn wood chi s and cover pp during construction, area with a rletat plate cover, A. Duringthe guarantee period the landscape contractor shall not be responsible for materials destroyed or damaged 9 P P P Y 9 B. Sod is to be laid using plywood staging to ensure a uniform surface and stop ruttin of already laid sod areas. Trim 9 P Yw 9 9 P 9 Y B. Maintain the sod and/or seeded areas with constant moisture to at least six (6") inches. Keep all sod areas free from weeds and undesirable grasses by application of a suitable selective weed killer or by hand pulling of weeds. Maintain all ELEVATION OF A PROTECTED AREA by vandalism, accidents caused by vehicles other than acts of God, (or your higher power), or unusual winter freezes areas adjacent to hard surfaces and shrub beds with a power edge trimmer. Bed areas shall be of smooth curves. areas by watering,weeding,re-sodinre-seeding, mowing, fertilizing edging and any other necessary operations that may g, g, ry or floods. C. Water sod with a fine spray to keep it damp and fresh prior to being laid. After sod area is completed, amount done be required to maintain a vigorous stand of grass. Protect areas against damage, including erosion trespass and provide q g g 9 9 9 � P P LOCATION OF TREES O PART 2 PRODUCTS AND HANDLING at the end of work shift, shall be watered as stated above. Be careful not to flood sod areas and ensure that no one walks proper safeguards. Fill all areas that settle as specified . At the end of the guarantee period the lawn shall be healthy AND OTHER VEGETATI ~� across the sod areas. After twenty-four hours sod areas shall be rolled with a water filled roller, at an opposing angle to with no bare or discolored spots or areas. +3' 2.01 SOIL. IMPORTED TOPSOIL the the direction the sod was laid to level and smooth the area. C. Maintain all trees and shrubs in a vigorous thriving condition by watering, pruning, cultivating, Spraying and any other +3' 3.09 SEEDING LAWN AREAS necessary operation. Spraying shall be done by a licensed, bonded applicator and as approved by the landscape architect. + ' LINE OF 4' HEIGHT A. Imported soils for topsoil and planting mix shall be as noted on plan notes. All tree supports, stakes, guys and other mechanicals shall be kept intact and adjusted as required and effective in support PROTECTIVE FENCE A. Lawn seed shall be fresh, clean, new crop seed composed of the stated varieties mixed in proportions and testing of the trees. 3' FROM DRIP LINE 1. A soils test is recommended for all projects and those results supercede any plan notes. minimum percentages of purity and germination. D. During the period of construction, the contractor shall keep all new areas clean and in good condition. Keep site free +3' 2.02 SPECIAL SOILS B. Lawn seed may be mixed by dealer or by approved method on site. If seed is mixed by the dealer, the contractor must of trash and debris. Keep concrete and all paved areas swept and washed down. Protect all drainage systems to be free + � DRIP LINE OF furnish a dealers guarantee statement of composition of mixture and percentage of purity and germination of each of the of soil and in proper order, those installed and those existing. +3' +3' ALL VEGETATION A. As noted on Ian notes if required. A soils testis recommended for all projects and a soils laboratorytest results P q P 1 varieties. If seed is mixed on site, deliver each variety to the site in its original unopened containers bearing dealers guarantee analysis. Sow seed at the recommended rate for complete coverage ehen grown. E. Refer to maintenance frequency schedule for proper maintenance definitions and scheduling. TO BE PROTCTED wA supercede plan notes. testing to be done at the project Owners expense. W 3.10 HYDROSEEDING GENERAL INFORMATION 3.13 CONDITIONAL ACCEPTANCE PLAN VIEW OF A PROTECTED AREA 2.03 PLANT MATERIALS A. This section includes the requirements for hydroseeding which includes seeds, mulch, fertilizes and tackifier. A. At the time of completion of the entire project, a final inspection will be made for conditional final acceptance. At that time a site visit inspection report will be issued. This report will contain a list of required items to finish the project or will TREE AND OTHER VEGETATION PROTECTION DETAIL A. All plant material quantities, species and varieties, plant size and condition shall be that of the plants indicated 1. Hydroseeding shall be applied to all areas designated as such on the planting plan. act as the final inspection report. Final acceptance will be the end of the guarantee period after all required replacements �^ on the planting plan legends. Plants are to be well foliated, well maintained, in acceptable condition and showing 2. The seed mixture, fertilizer, mulch and tackifier shall be applied at the rates specified in part 2 of this section. and/or repairs have been mad to the satisfaction of the Owner. The Landscape installation shall be ready for inspection v L normal habit of growth, have all buds intact and be free from disease and injury, insects, insect eggs, larva, indication 3. Whenever possible, the contractor shall complete the hydroseeding operations during the spring seeding period. at the time it is called for or the Landscape Contractor will pay consultants hourly fee time to and from the site. of any root disease, root ball to be weed free, root ball to be free of weed roots. Plant substitution are only to be made 4. The contractor shall not create depressions which would channel flow water runoff. N with written consent of the Landscape Architect. 5. Notify the Landscape Architect less than 24 hours in advance of any seeding operation. Work shall not begin until 1. Designation of plant root condition areas prepared or designated for seeding have been approved. - - a. BR = bare root 6. Hydroseeding shall not be done during windy weather or when ground is frozen, excessively wet or otherwise not tillable. �� O 3216 W b. B&B =balled &burlap 7. The hydroseeding equipment shall be that of the industry. Mixing shall be performed in a tank, with built in c. Con. = container, (gallon, pots, etc.) continuous agitation and recirculation system of sufficient capacity to produce a homogenous slurry of fiber stabilizing d. Box = Wood Box and water retaining elements of seed, fertilizer and water in the designated proportions. The system shall have a e. F = Flats discharge which will apply the slurry to the areas to be treated at a continuous uniform rate. l 8. Loading and mixing shall be done with the agitation system operating at part speed. Water should be added to IN COMPLIANCE WITH CITY OF R E N TO N STANDARDS B. Sod shall be as noted on plan set notes. the tank and good recirculation shall be established. Materials shall be added in such a manor that they are uniformly � C. Seeded lawn shall be that noted on plan set notes. blended into the mixture. 9. The contractor shall protect areas which have been hydroseeded, against vehicle and pedestrian traffic. Areas 000. have been damaged to final inspection, failing to the which prior and areas receive a uniform application at specified CURRENT PLANNING D. Seeded grasses, wild flower mix, native restoration seed mix shall be as noted on plan set notes. rate shall be hydroseeded again at no additional cost to the contract. # I All plants shall be acclimated to the conditions prevailing at the project site and have been grown continuously 10. Inspection of the application shall be performed at the time of application by a representative of the Owner. All inspected to loading the r� a m O rg a n ro+h 1 O�23/2O 1 8 ln in the same type environment and plants shall not be from cold storage or artifical environments. material shall system. I STATE OF WASHINGTON Landscape �� REGISTERED LANDSCAPE ARCHITECT SURVEYED: SCALE: DATE: Architectural �Q VERTICAL: NAVD 1988 SURVEYED HORIZONTAL NAD 1983/1991 CITY OF DESIGNED: N/A N/A 02/26/18 CHRISTELLE RIDGE 2 P LDBOOK: ►� I i °° Services DRAWN: R E N T O N FRANK WILLIAM BUSHELL PO. BOX 11134 TACOMA WA., 98411 DRAWN • ONE INCH DATUM S E 9 5 TH WAY R E N TO N W A S H I N G TO N DRAWING NO: Li � CERTIFICATE N0. 255 P;253-671-2221/ EM;FWBLAS@AOL.COM/FRANK.BUSHELLI@GMAIL.COM CHECKED: AT FULL SCALE Planning) Buildings Public Works Dept. CHECKED g g p EXP; 1-20-2019 IF NOT ONE INCH SCALE ACCORDINGLY PLANTING SPECIFICATIONS W FNO REVISION BY DATE APPR -PROVED: SHE OR FL u APPROVED 4 4 G/C-162 IMPORTANT NOTE AT TIME OF SINGLE Z Z \J\\ I FAMILY BUILDING (ALL IRRIGATION SHOWN ON INDIVIDUAL ---------------------- '\�\ GENERA Z l _ 316 S .FT. ---_-_ Q LOTS, LOT #1 THROUGH LOT #20 IS Z j ---_---------- _- _`'�` THE RESPONSIBILITY OF THE LOT OWN I R R I G A T I❑ N N❑ T E S Z Z I ; AND IS TO BE INSTALLED PER PLA & IRRIGATION MATERIALS SCHEDULE .`J40R`T•H"S%�`.A'.`.`.`.`.`.`.'. �� slay A v � � d -TREES-0 • TREES-1 , @ TO THE SATISFACTION OF THE CITY OF `,fig' 0` , ` ` ` n u�srlo � a's ;' RU$ ''�:�' LLB 1"RENTON.) SYMBOL MANUFACTURER MODEL BODY NOZZLE PSI GPM SPACING C $ WORK 1%, BY OTHERS GENERAL CONTRACTOR, A. The general contractor shall provide sub -grade of +/- 10' Q ! c ` `, ` .D ,4%NA•GE" ` P✓ t t s . L; 1-1/2" .318SQFT.'. `.858.SQ.FT. + D.S�IR. Z Q .T.`.`, i..'°� \ 08.62 GP 22.54GPM LAWN USE 1804 SAM / SHRUB USE 1806 SAM R;i�r.' elevation equal to finish grade minus required import topsoil depth, it B. The general contractor shall provide for removal of all asphalt Q W . `I �, Q �-'_ ', 726 SQ.FT. +. . .+ `+` WEAST. SIDE" "9" f f o RAIN BIRD MPR 1800 15SST 30 1.21 14 X30 2, extending more than four Inches beyond the back of any curb to allow for the Installation of piping and sprinkler head Installation, MECHANICAL CONTRACT0 " ! j --MA�::T*- 4` •IR�E"S-o- 11 .:: TR -1 9 h . ...... ........ . ... ...... . / - r r SHRUBS id • SHRU s f� m - RAIN BIRD MPR 1800 15EST 30 .61 4 X14 '� » • •�v<�+�+� •�7�.-`1= �': •�/�-��• •' `• � G/C_22 , 1 A. The Mechanical contractor is to supply and install the water source and deduct, or any other Meter deemed the irrigation meter, as set forth in the plan set, He is also to set a galvanized standard threaded stub -out with a standard threaded cap on the discharge side of the O I !� �• '0+T``.ID `".No.. a I `� . I (O�'J 03.12GPM 2299GPM S RAIN BIRD MPR 1800 8HALF 30 .52 8'R . / • �. / ® , water meter. This stub -out is to be set at depth of 18' below proposed finish grade or provide a capped connection to the domestic service line O I .`. _r.� S� �/ 75 SQ.FT. �`L' �\ - RAIN BIRD MPR 1800 8QTR 30 .26 8 R ' + . $' . b' . ECO-LAWN f 4,o6o'so:Fr. •I� •. . / 3 � - RAIN BIRD IMPACT ADJUSTABLE 30 3.80 39 R +cam ` °f ' ':' l I .• » r " meter 3 SQ.FT. 1��2 �1 �' l!•.°-••��F 1-1/2 3, if that is the called for p,o,c, ELECTRICAL CONTRACTOR, A. The electrical contractor is to supply 110-volt electrical power to �' SHRUBS526.+ ++.�•� Y P 11 2" rv) FULL INS LLREQUIRED the automatic controller, as it is located on the plan set or as �� ! f' G/C-2,086 . `' .� g0`�� ,` . `1 1/2)) / POC 1 � FOR THE 2„ RIGATION �' . . °24:3+F 6P ' < ..` ,.... OC , 3 ,.. . '.•� 1 WATER METER NC E directed by the general contractor. V.376 N.37 . •. 8. G -._� CONNECTING TO / \\- - JI.2 - - --_ - - - - --- - - -/ - ete TOTAL OF �.. 1/2' EXISTING WATER MAIN. �_--------- -- -- ---- - - -- --- --- -- / �• z ., ; I, 1-1 /2" 59.77 GALil30NS t residential lot areas) '°'t '' WORK 1, BY THE LANDSCAPE -IRRIGATION CONTRACTOR, No irrigation work shall start without an approved sub -grade finished by the O W 15.0 TREES- J _ > �% SHRU 11 .1 - •: . / = " ��F • / \ G/ 66 ,, == _= - p point of connection, POC. " 'I � '�� '� �� / / r i •-. � / /•' � � C ` � \�`''' \ / `. �� 2, General contractor, It is Intended that the landscape -Irrigation contractor shall Install systems 'x .• /' \ " e� ° ,- 4" \ \\ -.._ :> to be installed er construction details. RAIN �r/�� /. �/ �- �i' \� -1 �4 p BHT ,_icy�.� : , 227 SQ.FT. °.,.- . ; ' ,. ,-��\�" ;�:\.` �� 1- 1-1 /4 gate valve complete and functional In every way expected. Provide a one year guarantee against workmanship and materials failure, N N 380 I I I •37 _ <` i�S, � • - 52�, / / „ y \ �• \: ' '�`�` -1/2" ,, / _P .., / / \,; a. ,,�\ 1- pressure g u a g e /2. / �% 4 `\� 3, The landscape -irrigation contractor shall be responsible for any damage to plant materials due to irrigation system failure. Q w 378 4-1 EES-5 » HRUBS-39 / .°. " i - \ 1 - 1 -1 4 Fe b e o Double check valve �j,� �� r POC � � 05.03 GP -� v� � � _ � FI RAIN �, j a• • f+. G/C-266 „ w ��•' yv 1/2" „ „ %" � • '` ' f 7 3 4 494 SQ.FT. 4 v Av._°1- 1 Rain Bird 1 44rc quick coupling valve 20" MAPLE EXIS77NG „� ! ' / k \ �' \ \ •/ 4 4, 5, The landscape - Irrigation contractor shall check and verifyall site conditions prior to the start of work, an cultivatin digging and or trenching, call for service P Y 9- sg g 9� to locate and mark all services, Hand excavate for irrigation lines within areas of existing plant materials canopys v �.j 38� )78 • .°• ' �\ , �l 1_1/2' /;. 0 5.06 GPM `\ \•^�� with hose swivel and ke S01 SQ.FT. �' L- 0 T 1 921 SQ.FT. l •/ �\ 245 SQ.FT. I t• �`� " 258 SQ.FT. \\ \ ,\ 1/4" AT TIME OF TREES-2 I • % \� ` • SINGLE FF 371.8 I '' \ FAMILY 1 6, drip lines, Notify the landscape architect if any problemes are encountered routing around, existing roots, walls, walks, etc The landscape - irrigation contractor shall be responsible for coordinating his work with all and any other tradeson the project site, active or inactive at the time W >8 SHRUBS-4 - i. I \\ ; :°S-, \� 0 G/C-71 °• :.'°-'. PW2 �. .. •, ' )) \\_.. ,'•\`\� BUILDING 108 SQ. FT. n ! 3 \ 1 1 °• @�� '\�`� REFER TO THE CITY OF NEW CASTLE 2 > '° TREES-1 = . �� \\ °' ' ' ,\ .«. I 7, of start of work. The Landscape - Irrigation contractor Is to provide for coordination with the P g general contractor or his agent for the installation of irrigation sleeves, chases • SHRUBS-5 1 13 GP1-1/4" „ V 3 4" _J G/C-31 08.96 GP I TO VERIFY PLANTING AND IRRIGATION 3 4 /4 under paving, on structure, etc as needed for the irrigation system installation, rTl f••l••j 78 TREES-16 �_ ; 507 FT. F 381.4 \: _ _' a" IMPORTANT NOTE SHRUBS-0 m POC ` • 0.20 GPM 02.63 GP 1-1/4 � 211 \ I ` ON SE 95TH WAY G C-2,834 3 (� BF 37 .4 \\ ":...::\ ".q / 9,818 SQ.FT. _-_- ,.6 OTAL OF ( 2 �f ��\� '.\ (ALL IRRIGATION SHOWN ON INDIVIDU L 5121 GALLONS = I �r �' ''_ '�\ LOTS, LOT #1 THROUGH LOT #20 IS -� II 3 4 ` 8, The landscape -irrigation contractor shall provide complete back -flow protection equipment/devices to meet local re requirements. The landsca e - Irrigation contractor P 9 shall check with the local cross -connection water department and Install the required equipment per local detail. If the local detail of construction varies from the plan _ /`, ,_, 4• - - ' � \ \' .:. � \ / - o •E �. I 5 T.W.394 0.20 GPM �r--T�,\, THE RESPONSIBILITY OF THE LOT OW ER 1 R.W.38f �� \, \•.\ ` 3 4" / set contact the landscape architect for direction. Notification of any discrepency shall occure prior to start of construction, wrong equipment purchased Is the responsibility of the landscape -irrigation contractor, - J rw/ AND IS TO BE INSTALLED PER PLA & \\ 1-1/2" , 1 / IMPORTANT NOTE AT TIME OF \\ \ \`'�`. 1 ` l ..•• REES-8 ALL IRRIGATION SHOWN ON INDIVIDUAL \\ -' ' / TO THE SATISFACTION OF THE CITY OF • I ( SINGLE FAM Y n\\-1 4" °• . ?. ` SHRUB 15 LOTS, LOT �!1 THROUGH LOT j20 IS BUILDING L\�' •' , 4.20 GPM 1 ...� : G/C- 1 THE RESPONSIBWTY of THE LOT 0 R RENTON.) SLEE 1 _. I .. / , AND IS TO BE INSTALLED PER PLAN \/ \ :; \\ \° 9, If the local static water pressure exceeds 80 psi, the installation of a (PRV),pressure requlating device Is required. Adjust the (PRV) to achieve the maximum performance of the Irrigation system, usually about 70 psi, ,. SQ.F TO THE SATISFACTION OF THE CITY OF 4 _ � " .° RENTON.) , \ �.:: �: 0 " \ \1-1/2 ,�Q��' TREES-2 FF 385.7 5 0.2 P\� :: ' i : EC:O-LAWN � I `�� `` 10, The landscape -irrigation contractor shall install the automatic controller that is called for on the plan set, the controller shall be placed as indicated on the plan set or as directed by the general contractor or project owner or his agent, Any wireing to be 1-.W.404 3.W.40 - 3/4" - 1 1 /2 2 e•. SHRUBS-5 1-1/4" \\ j PO c � • '\ � » ��°--�� G/c-,97 L_0 T 19 \`\ \ ��\'•!=� .:..: ,_ _ 3/4" �/ 3 4" \ •. 1 .. �`. T. FOOTINGDRAIN ; 3p •� / TREES-1 '. ::• \ :..,4 �... idled to the interior of a structure shall be through conduit set b an electrical P 9 Y _ contractor then connected b the landsca e irri ation contractor, Y P s ' ,FACE NEW DRAIN \ �'oC 1-1 4° ; :• ; . ,., SHRUBS-3 ° 1-1 2" I I B.W.38 / TO DAYLIGHT �� ' 62..• . :.. :'., :::::• 8.92 GPM G/C-9 / ",; :' �' ' ,\ :A =_ / \ / ::::::370 SQ.FT. •\ \�\, 64 11, The landscape -irrigation contractor shall make all low voltage connections to the controller, The landscape-Irrigatlon contractor shall not make any 110-volt connections. 'ERT .... \ / ..::::::::::... • 258 SQ. FT. 0^ L- 0 T 18 \` 12, All irrigation system is to be installed per local, State, County and Federal codes ° .`� 366 \ I 36 \SQ.FT \ : �''" ' \ �` rF 1 �\ REES-5 3�4 FF 396.1 ; `,\ \�=68 \ \ - ` \ ' • • • \\ \G/C-219 HRUBS-39 / 13. Pork and manufacturers specifications, All outdoor valve installations are to be housed within plastic valve boxes with snap locking lids. All boxes shall be placed within planting beds adjacent to walks or at very least location. Place top box finished \ 3.83 GPM \ •• �\ • ° ° P , ADD COPPER TRACER \�\�\ - I a convienient service of even with mulch or sod elevations. If equipment Is absolutly required to be In a paved area such as a sidewalk T� \ :- / \ POC \ \� WIRING IN THE SLEEVE \ \ Qj 11-1/2" < • \"\ 1-1/4" \\ \ 14. or traffic area, review the situation with the landscape architect an local athotarity, All sprinkler main line is to be minimum 18' soil cover depth, All non W.41 6 FOR LOCATES WHEN 760 SQ. T. `.. \ 1 ` ,! \ ?':. \ IRRIGATION LINE °�� \ / 3/4" n \ / /`\ • CROSSES THE STREET. \x. \` \ pressure pressure lateral lines shall be installed with a minimum of 12' soil cover, All drip emitter piping shall be Installed minimum of 4' depth from finished grade, W.40� Al/"`/ \ TREES-2 ` / --- \ ° SHRUBS-3 �� •" �'\ �/ 2 3.56 GPM ♦ 3 4" / ,\ �� \ / \ �'\ y�\' <• • -� POC -_ -- --- \ G/C-113 15. Place all pop-up sprinklers heads minimum 2' from all curbing and sidewalks. Install all sprinkler heads 8' minimum from building walls. Install all sprinklers on triple swing _ ::.- / c r-'C��e=1�)j��z�� .��`�ir.��s ��LOT 17 \ r��irri. ` \`\\ :: • : \ /�` 1-1/4" 0.27 GPM \ I� \ TREES-1 W.420 j2 ,� -- -_ , �\ �,�� .' :'� "\ 1 SHRUBS-5 G FF 399.1 \\ "'� "�J -� \ �.. j - `j ��, �\ \\ \ ( ! \ \ _ _:: '' . . W.410 IIJ �� \\ __-" \ \\ \`�1 ..\ r P W3 \ \ / G/C-100 IMPORTANT NOTE 5 \�� \ n \ �� \ \\ ¢ \• °; / IMPORTANT NOTE ff �� \ \ -. I�' ��', \ \� `. 5 SQ.F . ff 348 SQ.FT. 31 4 "' 422 `lf \\ •\ " • \� ¢\ /\ \ -.:..':':':':'.r:-:::•: .. tALhRRIbt�,AHhiN)NSiId10�1AIAi Oral-1 I L\ \ \ 16, ,Joints or as an option to be approved, Flexible poly tubing and fittings, The sprinkler system is drafted diagrapatically for clarity of drafting and construction, Adjust all lines as necessary and within planting areas, Do not knowingly install any equipment in an undesiralble fasion or location, the correction cost will be yours alone, \ a ` TOTAL OF �, / F` TREES-2 LOT 2 0.20 GPM \., 42� I T.W.424 2 \\ \ F 2 2.25 GALLONS \ .. - :.. - SHRUBS-6 Is�{�@r� �P� Lq�ry T d ER \, 17. The landscape -Irrigation contractor shall Install, by change order only, check valves etc, required to stope low head drainage from any head or zone. If line drains are used provide V.424 N.414- �g\ B.W.418 4 \ N TALL P PAN AT TIME OF •`. c/c-103 � E S{1lTl�TO BE INSTALL ff \ . \ 1 _ 1 2" 3/4 T.W.424 3 ff \�,� \ • / :' : SINGLE X; \ 3 4 \• 359 SQ.FT. TO THE SATISFACTION F E ITY OF FAMILY .,,i� \ 18, a one cubic foot pea gravel sump wraped within filter fabric. The landscape -Irrigation contractor shall provide the owner with an as built drawing of B W 420 (� �.� •~ ..;-::. \ /�}}}}:. 1 „ RENTON.) 0.20 GPM 0.20 GPM %�I 0.13 GPM 1\` BF 423.3 `,\" °\ a P W Q' �t / ::'::::::._ ': BF 419.1 , / ::. 3 4 \ \ \ �_ 0 T 4 AT TIME F 3 `\ 1 ..,a :. \�� \\ 4�n SINGLE C/,2 �'� �' 19, the irrigation system and keys for any device required, The landscape -irrigation contractor shall advise the owner in the proper way to activate and deactivate the system for winter, O H� » .. -�a�, 3.76 GPM \\ LOT 16 LOT 5 I FF 429.1 FAMILY \ POC �� UILDIN `�. a •:.<:�- -1/� FF 401.3 \\ 430 26 IMPORTANT NOTE 42 BF 411.7 \\\' \� - . AT TIME FF 433.3 1-1 " I `y / . (ALL IRRIGATION SHOWN ON INDIVIDUAL I 0 T 542 SQ.FT. ., \ /� 5 INGL 428 C = ❑ BATTERY CONTROLLERS; ` .42 - LOTS, LOT #1 THROUGH LOT #20 IS L - `\ \ D( •? r'.':Q .• -- �- ` IMPORTANT NOTE FAM Y AIE ND RESPONSIBIBE ILITY O INSTALLED PER PLAN - FF 421.E \ ,'• •� �� -+ '' �' 43O TO THE SATISFACTION OF THE CITY OF 1 1 " \\ ,�\ \\ , LOTSIRLOITA#1OTHR000H LLOTI#20 DS A B LDING 4RENIUN.) \ \ 1-1 /2 :., \ 1 THE RESPONSIBILITY OF THE LOT O f \ 5 3 4 LJ� NODE-200 HUNTER 2-4 STATION MANIFOLD, BATTERY CONTROLLERS TBOS SOLENOID WITH ADPT. FOR RAINBIRD z TREES-2 TREES-8 ° �, a\\ TOTAL OF �� Poe „ AND IS TO BE INSTALLED PER PLAN SHRUBS-6 `.� /4 ro THE SATSFACTON OF THE CITY F 4?R SHRUBS-10 1_ 4" 26.31 GALLONS , . . _ �\ �1-1/4" ,. 0 20 0 0 DRIP IRRIGATION EQUIPMENT: ADD CARSON BOXES AT THE ENDS OF THE SLEEVES ON THE IRRIGATION V 1 UDistribution WATER LINE WHEN CROSSING THE STREET. THE CARSON BOXES SHOULD tubing XT-700, minimum depth 2" mIICh cover PIPE: BE LOCATED IN THE LANDSCAPED PLANTER STRIP. POINT OF CONNECTION; POC. Ir Main line piping to be Class 200 pvc, minimum depth 18" soil cover �` Q I e 1 // _ 2 O / J l 1 REFER TO WATER EMITTER UNITS DETAIL TO DETERMINE MATERIALS NEEDED to be installed per construction details. Lateral line piping to be Class 200 pvc, minimum depth 12" soil cover R-403217 � a SLEEVE 1 SINGLE -OUTLET EMITTER: RAIN BIRD1-1/2" » XERI-BUG EMITTERS XB-20PC Drip Control Valve 1- gate valve Sleeving pipe to be, sch. 40 pvc minimum depth 36 soil cover STATE OF IN COMPLIANCE WITH CITY OF RENTON STANDARDS I I sue--, Cn U cn� z N N 2.0 GPH OR .0333 GPM Clock station number 1- Wilkins 500, pressure regulating valve (At all possible location that an irrigation might pass under any paved surface) WASHINGTON OR g g (also provide second sleeve for irrigation wire within same sleeve trench) �� REGISTERED 2 1/4-INCH TUBING STAKE: Valve just number 1- 1-1-y Febco Double check valve or ( g g g pip) LA D E ARC TE 0 A-1 2 Sleeves through rock concrete retaining walls to be galvanized pipe) RAIN BIRD TS-025 CURRENT PLANNING U oo ¢ a, w • 1-1/2 control valve size approved equal al 4 C C O 1/4-INCH VINYL DISTRIBUTION 0.00 GPM gallons of water per min. p P ff q ff TUBING: RAIN BIRD DT-025 9 p amorganroth 10/23/2018 1 - 1 Rain Bird 1 44rc quick coupling TOP OF MULCH FRANK WILLIAM BUSHELL O O Control Valves to be Rain Bird XCZ-075-PRF-BF valve with hose swivel and key. CERTIFICATE NO. 255 5 INSERT FITTING: RAIN BIRD 1/4-INCH SELF -PIERCING & XCZ-LF-100-PRF; electric, remote control valves EXP; 1-20-2019 BARB CONNECTOR SPB-025 Housed one per valve box. I--�-1 I I w MW O PE PIPE: RAIN BIRD DISTRIBUTION TUBING XT-700-100 5 MAIN LINE SIZED & IRRI ON LOT NOTATION FB 0/22/18 SURVEYED: SCALE: VERTICAL NAVD 1988 >> 1 HORIZONTAL NAD 1983/1991 O FINISH GRADE ®Control Valves to be Rain Bird PEB 4 ADDED SLEEVING NOTATION FB 0/19/18 DESIGNED: 1 - 2 0 CITY 0 F 3 ADDED 1-1 /2"& 2" WATER METERS AS SHOWN FB 10/19/18 DATE: 02 26 1 8 FlELDBOOK: CHRISTELLE RIDGE 2 N x 8 NOT SHOWN USE END CAP AT END DRAWN: RENTON 0 2 ADDED RESIDENTIAL 1-1/4" POC NOTATION FB 10 18 18 PAGE: w 1 REVISED PER ARBORIST LETTER 7/24/18 FB 8/3/18 CHECKED: ONE INCH IFAT FULL NOT NSCALE NCH Planning/Building/Public Works Dept. DRAWING NO: SE 95TH WAY RENTON WASHINGTON a _J U_ N Q N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY LANDSCAPE IRRIGATION PLAN SHE�f:� OF:� I ``/J Z 4° '. + S I 4.20 GPM 11 �, •• ...fe�� - LOTS, LOT #1 THROUGH LOT #20 IS - - - :. GEC- 115 j 5 THE RESPONSIBILITY OF THE LOT OWNER 4„ AND IS TO BE INSTALLED PER PLAN & '• 0 0 40 60 i e It 1, O S6 TO THE SATISFACTION OF THE CITY OF - Z 3 ) e ; 1-1 �`�`� 0.2 P •;: ; Eco-t�,wN• Z ° I �� ES-2 FF 385.7 i . "�:... z • .` \ HRUBS 5 1-1/4" .'.•.gar+•-. �J c/c-197 LOT 19 L IRRIG DIVI '-�: '•�• I // - / �, C 0, e 1 - 2 0 Z j 1„ EE - '', T.w tIN )41N N ��` :.:.;� 1 9.W.38 1-,/4 TO DAYLIGHT :362 :•: •`3/+ •` ••'`' " e ° z l Z Z RAIN SHRUBS-3 .':'. '3 8.92 GPM /C-s •:•`Y :'::: 1-1/27 :o SQ.FT. 64 ,:':: :;�:. `:. IRRIGATION MATERIALS SCHEDULE Q 258 SQ.FT. 1 LOT 18 366 SYMBOL MANUFACTURER MODEL BODY NOZZLE PSI GPM SPACING Q Q . �`b `� '%., v TREES- \ R - 9 Fig :::::::::::: 4►► • ; :, ' • / FF 396.1 J68 3 PM `'.• LAWN USE 1804 SAM / SHRUB USE 1806 SAM o RAIN BIRD MPR 1800 15SST 30 1.21 14'X30' 219 m - RAIN BIRD MPR 1800 15EST 30 .61 4'X14' RAIN BIRD MPR 1800 8HALF 30 8'R .52 � - , o SQ. r. .„..'. 3 4„ � � I = RAIN BIRD MPR 1800 8QTR 30 .26 8 R cy x 2 RAIN BIRD IMPACT ADJUSTABLE 30 3.80 39'R T I •..� -- �..r4.�.. I � I� .56 GPM RUBS-34 LOT 1 G -113 0.27 GPM FF 399. 1 - TREES-1 V SHRUBS- -� / � G C-1 2 (At r e s l d e n t l a l lot areas) n n N .° ¢ )) SQ T IMPORTANT NOTE 1-1/4 0 point of connection POC. 7 0- 1�1 D In C �92 F /%'348 - " �� , 4 12 FlR 42 T.W.424 (ALL IRRIGATION SHOWN ON INDIVIDUAL �' '� S�F TREES-2 LOTS, LOT #1THROUGH LOT 'TOTAL OFF � •.•.; ;� � OTO 0.20GPM n •• ° 5. PMt� THE RESPONSIBILITY OF THE LOT OWNER t0 be installed per construction details. p 0 B.W.418 77 2 0 , 4 O 2.25 GALLONS g�' SHRUBS-6 AND IS TO BE INSTALLED PER PLA/4� " f0 G/-j Q3 TO THE SATISFACTION OF THE CITY AT TIME OF SINGLE � -: 1-1 /` - 1 1-1/4" gate valve I� 4 T.W.424 O 30" B.W.42C MAPLE 0.20 GPM ° • 0.13 GPM ' •a � .• �•�•••°' I I RENTON.) FAMILY BUILDING 5 �` 1- pressure guage CD N 42 EXIS�t/ING 419.1 _°.... .........:'.: 3 4 1- 1-1 4" Febco Double check valve 4 0 T 48F 3 Q '`�� N W AT TIM O " e ,' b:. \ ':.:....... - 3.76 GPM LOT 16 1- 1" Rain Bird 1" 44rc quick coupling valve L 0 T 5 FF 429.1 ' SINGL BF 411..X� 92GPM ::' : - - �4 • ) 1 FF 401 3 A IME INGL e with hose swivel and key. �► IMPORTANT NOTE FF 433.3 4 ,- ° BUILDI G 28 (ALL IRRIGATION SHOWN oN INDIVIDU 542 SQ.FT. LOTS, LOT #1 THROUGH IS L 0 T ° `° "• ' 5 �o •� ° •, �°•••' / IMPORTANT NOTE o •• •-•.d FAM Y B DIN Q 1^� H� THE RESPONSIBILITY OF THE LOT 0 AND IS TO BE INSTALLED PER PLAN & I. . 6 147 430 To THE SATISFACTION 0 ITY OF 2 Ell? TREES-2 - 43 G 4 SHRUBS-6 SHRU S-10 �� ' • - «: •�• \' (ALL IRRIGATION SHOWN ON INDIVIDUAL 1-1 /2 j• LOTS, LOT #1 THROUGH LOT #20 IS �' ` 1 THE RESPONSIBILITY OF THE LOT 0 •' `� TOTAL OF OCR „ AND IS TO BE INSTALLED PER PLAN 1- \ CO ALLO TO THE SATISFACTION OF THE CITY F 4 4 1 /C- 078 RENTON.) ' L 0.27 TREES-1 1 SHRUBS-6 3 4" 1 » 11 M 3 ��: _. <,;\E TREES-2 2 : •.f .1 / h 3.86 GPM GHCEBS075L0T 15 / 3 4 673 SQ.FT. 363 SQ.FT. 9.76 22 3 SQ. T. T.W.426 4 398 / _ :" TREES-1 6.76 GPM 3.83 GPM POC ..:.:.:.:.:.:.:.:.:'. \� 4 POC 1-1 /4" 965 S FT. 7. 3GPM • : ;• C `' B.W.422 FF 403.4 2 - : • _ G/CEB 07 4 :':::::: 716 I':'__:_ .......................... ...... Q.FT. ::. TREES-6 a.::,::::':: 370 SQ.FT. + 00 SHRUBS-45 4D - . 0.5NG +I� ......................... 3 4 . ...i..'l.: !. .y.;.'� . ... •�' 410 ..;4.°. .e •. 4•.•.:; - • •'� .-----?---- 3.76 GPM I` .e:: TREE I -J-------- ; ::. ... -! . < :. +• • ; •' :• • . :: , .� - -- -- M ` � - SHRUBS-5 p A ADD SON BOX S )CK WALLSL 2 AD CAR � -- SLE VES ON T IRRIGATI WATER E 6 _E DETAIL ON Q� �j a ¢ / CROSSI THE ST e T. THE S N P W5 1-1/4" G/C 217 NDS OF THE EVES ON ATION WATE LINE 55 SQ.FT. WHE ROBBING HE �: :l�:if . 1 3 411 w iLd O) O z0 w O N o o U m o iEET G04 X HOULD BE LOCAT D 1 HE 1y 1 �ie3 -' -� TOTAL OF "• TRAC :. w Q F- I oN D P NTER ST IP. 185 SQ.F T ¢ LL ' EES-1 > R T. E CA ON u� t• 2-24'MAPLE > BOXES SH BE ENS77Nc N POC::':: ,,.. 03.50 GPM z LLI Q a = N J I C� EES-111 I ECT NGDRAIN UBS_ B# 12 /C-52 SHREB�SS-14 L� 67 SQ.1- A GO / TR ES-1 v TR SHRUBS-9 SHRU S- G/C-54 OTA `,� » L CATS PE RACER LOCATED N H -_ -- % 24 R TREE d LANDSCAP ER _ �/ '-- RRIGATI N S BS-9 STRIP. \1 TREES-2 N < w o Y ;\ 1 SHRUBS-5 z LLI x :.:'':':'::':'::':'::':':::: G/C-96 Of U w ? :::;'::-:};::':-::-::-:}::-::-:':tY1 G/C 55 / HE T. C-33 4E�Tl 34 , SQ.FT. LL89 i SQ.FT. LI E GR STRE T.W.438 - ,..' .:' -....: ' �. B.W.43 ....... .. .. ..: - :. ,:.:. a.. r' �: ,��"''� 112.89 SQ.FT. �O SLEEVE I .� SLEEV TREES �j - LLI G/C-163 POC " 566 SQ.FT. TREES-2 Poc SHRUBS-6 1-1/4" 1 G C-151 4 414.7 oc _ POC TREES-1 TREES-2 SHRUBS-4 SHRUBS-4 1 1 1- .. Poi J ' :::::::::::::::::::::'. - -Q ............:':: POC 1 : l:::::::::'.:' 1- 4' 0 :::::'::::':.....:: ':: �:' :...:'.:.::.�-:. :.:': ?c::: ::'::'::'::::': T.V Cn :'. BA p � G/C-106 G/C-107 1 R00 1 T TI E O „ POC 1 T O T 11 52 SQ.FT. 1 1 367 SQ.FT. 370 SQ.FT » SING E 3 4 1-1/4" DRAI „ 444 T.W.442 '� W.428 3 4 „ g 1 Am, Y 3 4 6'S 3 4 FF 405.0 ,-, B.W.43 LOT 6 3 4 3 4 T.W.424 W.426 FF 411.1 SHR -4 uIL ING 6.19 GPM G/C-18 THE 2 TREE -CII C, a FF 430.4 05.36 GPM B. W. 41 3.83 GPM 03.73GPM 03.80 GP 5.86 GPM l 412 8 416 SQ.FT. 408 U G/C-45 IM ANT NOTE AT TIME F L 0 T 7 B.W.412 - 1 1 4 G/ -178 4 SHRUBS-6 PO/ " 61 SQ.FT. 1-1 4 157 SQ.FT, C73 U V� C-) U U 0C LOTS. A#1 THROUTION GH LOT INDIVIDUAL SINGLE FAMILY FF 426.1 415.2 MPORTANT NOTE 410 c-12o -- T.W.410 L 0 T 9 T.W.414 (ALL IRRIGATION SHOWN ON INDIVIDUAL `� '� • �--1 ^ z O THE RE SIBILITY OF THE LOT 0 gUILDI AND IS TO BE INSTALLED PER PLAN TO THE OF THE CITY OF d �� + F 425.2 416 LOTS, LOT #1 THROUGH LOT #20 IS B.W.408 412 B.W.410 1 12 U w FF 405.2 RENTON.) 5 B.W.42 424 THE Sy71$F/�CTIONA THEE CI OFLOT 418 LQ4T 10 3 4 / 9- " L � 0 T 13 '� 2 » 2�{- ' T.W.428 FOOTINGDRAIN " 3 -RENTON . 3 4 SF 421.1 4.33 GPM FF 406.9 1-1/4'p " 420 1 1/ a Ua 416 SF 417. 0 1.76 GPM T. W U ~� 3 4 B.W.426 TO DAYLIGHT 1 1/4" SF 415.0 T.W.4 I 2 B W a 0.20 GPM T.W.422 0.20 GPM B.W.41 0.27 GPM B.W.410 T.W.420 3 4 2 " F� �� _ F OTING R N 1 )-) .418 0.27 GPM p 3 4" EAST W 1- /4" - /4" TO " 0.40 GPM COVE 4 0 4 FOOTING F R p I H 7 GPM Q �C I G O �I ,I T N �- _ DRIP IRRIGATION EQUIPMENT: POINT OF C� POC.O T 6 B'W•428 B.W.42t1 E• R-4 O 3 21 8 EX 15' Distribution tubing XT-700, minimum depth 2" milch cover v LTION, T.W.416 REFER TO WATER EMITTER UNITS DETAIL TO DETERMINE MATERIALS NEEDED B.W.43 t o b e installed per cons ruction details. Main Ilne piping t be Clasw�0 vc, minimum de p p g p thB.r1 soil cover A-NNNNNNN TM--� v O1 SINGLE -OUTLET EMITTER: RAIN BIRD Ddp XERI-BUG EMITTERS XB-20PC `� '^ �' �� Valve 2.0 GPH OR .0333 GPM Clods station number OR 1/4-INCH BIRDTS 02STAKE: - Valve just number 1- 1-1/2 gate valve ve 1- Wilkins 500 regulating Lateral line piping to be Class 200 pvc, minimum valve depth 12 soil cover IN COMPLIANCE WITH CITY OF RENTON STANDARDS I j control valve site O3 1/4-INCH VINYL DISTRIBUTION !p 1py allons of water per min. TUBING: RAIN BIRD DT-025 g p � pressure 1 » 1 1-1- /2 F e b c o Double check SLEEVE valve or S I i t b h. 4 0 depth 3 6 " CURRENT PLANNING '-F ® TOP OF MULCH Control Vdves to be Rain Bird XCZ-075-PRF-BF e e v n g pipe o e, s c pvc minimum soil cover am o rg a n roth 10/23/2018 j I O INSERT FITTING: RAIN BIRD 1/AR INCH SELF -PIERCING xcz onepo-PRE; box.elecremote antral �Dl,� approved equal BARB CONNECTOR SPB-025 Housed one valve box. (At all possible location that an irrigation might pass under any paved surface) I per O6 PE PIPE: RAIN BIRD DISTRIBUTION TUBING XT-700-100 „ „ , 1- 1 Rain Bird 1 44rc quick coupling (also provide second sleeve for irrigation wire within some sleeve trench) O7 FINISH GRADE Al Control Vdves to be Rah Bird PEB S NOT SHOWN USE END CAP AT END valve with hose swivel and key. 4 (Sleeves through rock / concrete retaining walls to be W OF XT-700-100 PIPE RUN galvanized pipe) r , I (; ❑ BATTERY CONTROLLERS; SURVEYED: SCALE: 3 MAIN LINE SIZED 8c IRRI ON LOT NOTATION FB 10/22/18 SURVEYED VERTICAL: NAVD 1988 �j 0 / HORIZONTAL: NAD 1983/1991 4 ADDED SLEEVING NOTATION FB 0 19 18 DESIGNED: DESIGNED 1 3 ADDED 1 -1 /2"& 2" WATER METERS AS SHOWN FB 10/19/18 CITY 0 F 3 � DATE: 02/26/18 HRI TELLS RIDE 2 FIELDBOOK: I NODE-200 HUNTER 2-4 STATION MANIFOLD, BATTERY CONTROLLERS DRAWN. 2 ADDED RESIDENTIAL 1-1/4" POC NOTATIPON R E N TO N PAGE: 000 <. TBOS SOLENOID WITH ADPT. FOR RAINBIRD FB 10/18/18 DRAWN SE 95TH WAY RENTON WASH I N GTON DRAWING NO: w g ONE INCH 1 REVISED PER ARBORIST LETTER 7/24/18 FB 8/3/18 CHECKED: AT FULL SCALE CHECKED IF NOT ONE INCH Plannin Buildin Public Works Dept. 9/ 9/ LANDSCAPE PE IRRIGATION PLAN w J Lj NO, REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY APPROVED FAT SH • OF: I 2 4 ►i CONIC, CURB, EXTRUDED OR POURED IN PLACE OR NO CURB AT ALL CONCRETE SIDEWALK A,C. PAVING OR OTHER I PAVING SURFACE rl 6, MINUS CRUSHED V.—T ROCKSLOPE zo DN p.:.1 FOOT MINIMUM " PAST CURB o COMPACTED SUB-BASEo 80 °.•' 0 0 0 _ 0, 1- Z -III-III-III-III-I I ��: -'f 1- I LOCATION TAPE III —III —III —III —III Z'.L I , 1.1?I. 6" ABOVE PIPE N SLEEVE PIPE TWO TIMES THE NOTE: SIZE OF INSERTED PIPE (PROVIDE A SLEEVE FOR WATER PIPING AND A SECOND SLEEVE FOR WIRE) VERIFY METHOD OF COMPACTION WITH SOILS ENGINEER OR GENERAL CONTRACTOR SLEEVING DETAIL N.T.S. PIPE SIZING CHART PIPE SIZE GPM TO GPM 3/ 0 10 1" 11 16 1-1/4" 17 26 1-1/211 27 35 2" 36 55 2-1/2" 56 80 BASED ON PVC CLASS 200 IPS PLASTIC PIPE 5' PER SECOND VEL❑CITIES VALVE SIZING CHART VALVE SIZE GPM TO GPM 1" 0 17 1-1/211 18 35 211 36 55 BASED ❑N RAINBIRD PEB SERIES VALVES 0 30—INCH LINEAR LENGTH OF WIRE, COILED �2 WATER PROOF CONNECTION (1 OF 2) ID TAG 0 REMOTE CONTROL VALVE: RAIN BIRD PEB VALVE BOX WffH COVER: 12—INCH SIZE FINISH GRADE/TOP OF MULCH �7 PVC SCH B® NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH B® NIPPLE (LENGTH AS REQUIRED) 1O BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH BO NIPPLE (2—INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC (LATERAL PIPE 16 3.0—INCH MINIMUM( DEPTH OF 3/4—INCH WASHED GRAVEIL PEB VALVE DETAIL STATE OF Landscape WREEGISTEGISTEREEDD ASHINGTON DS I Architectural �� LANDSCAPE ARCHITECT Services PO. BOX 11134 TACOMA, WA., 98411 FRANK FICATWILLIAM O. 255L CERTIFICATE N0. 255 P; 253-671-2221 / EM; FWBLAS@AOL.COM / FRANK.BUSHELLI@GMAIL.COM EXP; 1-20-2019 PIPE (SIZE AND LENGTH AS REQUIRED) FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER 8CM MINIMUM DEPTH OF WASHED GRAVEL BRICK (1 OF 2) GATE VALVE WITH SOLID WEDGE, NON -RISING STEM (USE EITHER THREADED, PUSH -ON, OR MECHANICAL JOINT ENDS) ELL PIPE (1 OF 2, LENGTH AS REQUIRED) SERVICE TEE MAINLINE PIPE GATE VALVE DETAIL CITY APPROVED VAULT W/ LID GATE VALVE OR ANGLE VALVE PRESSURE REDUCING SHUT FOFF VALVE ( IF REQUIRED) Z N CITY APPROVED -DOUBLE CHECK VALVE ASSEMBLY INSTALL PLUGS IN F TEST COCKS (TYP.) QUICK COUPLING VALVE FOR WINTER BLOWOUT MASTER VALVE I (IF REQUIRED) -a ,� o - .o a oo � o. o a o $ o°°� 8 o a d� 9 o p o� S �o� 0 0% 8° oa° 0 0 FINISH GRADE DRAIN ROCK (TYPICAL) MIN. 12" DEPTH {:::::: GALV. PIPE . THREADED CAPPED STUB OUT 36" LONG SS ROD WITH ......... FROM METER 2 SS GEAR CLAMPS 12' ..... 18' ..................... BACKFILL SECTION VIEW SPRINKLER LATERAL WILKINS 550 PRESSURE PRESSURE GUAGE REGULATION VALVE IF STATIC PRESSURE IS MAIN SUPPLY LINE LINE SIZE IN EXCESS OF 80PSI GATE VALVE 3/4' DRAIN VALVE :::::0::::: FEBC❑ DDUBL CHECK VALV 1' QUICK COUPLER VALVE CONTROL AND NOTE: CONTROL AND NEUTRAL TAP INT❑ DOMESTIC MASTER NEUTRAL CONDUCTORS INSTALLED CONDUCTORS WITH LA BE WATER SERVICE R / // VALVE MINIMUM OF 18' EARTH COVER IRRIGATION METER / MAIN LINE TRENCHING DETAIL (DSINGLE-OUTLET EMITTER: RAIN BIRD XERI-BUG EMITTERS XB-20PC 2.0 GPH OR .0333 GPM O2 1/4-INCH TUBING STAKE: RAIN BIRD TS-025 O3 1/4-INCH VINYL DISTRIBUTION TUBING: RAIN BIRD DT-025 O4 TOP OF MULCH O5 INSERT FITTING: RAIN BIRD 1/4-INCH SELF -PIERCING BARB CONNECTOR SPB-025 O6 PE PIPE: RAIN BIRD DISTRIBUTION TUBING XT-700-100 70 FINISH GRADE O8 NOT SHOWN USE END CAP AT END XT-700-100 PIPE RUN NOTE: 1. USE RAIN BIRD TOOL XM—TOOL TO INSERT BARB CONNECTOR DIRECTLY INTO XERI—TUBE. 2. USE ONE OUTLET EMITTER UNIT SET—UP PER SHRUB AND TWO UNITS PER TREE WATER EMITTER UNITS SH GRADE/TOP OF MULCH '—UP SPRAY SPRINKLER: ,I BIRD 1804 SCH 80 NIPPLE JGTH AS REQUIRED) SCH 40 ELL SCH 40 STREET ELL SCH 80 NIPPLE JGTH AS REQUIRED) SCH 40 STREET ELL LATERAL PIPE r'VU SCH 40 TEE OR ELL 1804 POP-UP SPRINKLER SURVEYED: SURVEYED DESIGNED: DESIGNED DRAWN: DRAWN CHECKED: CHECKED NO. REVISION BY DATE APPR APPROVED: APPROVED SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL, NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M M1LI ' WATER FLOW TO ZONE DOMESTIC SERVICE PLAN VIEW LINE WATER SERVICE MAIN LINE POINT OF CONNECTION NOT TO SCALE VING 01 PVC SCH 80 NIPPLE (CLOSE) O2 VALVE BOX WITH COVER: 24-INCH SIZE O3 ID TAG: RAIN BIRD SERIES I D TAG O4 WATER PROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) O5 30-INCH LINEAR LENGTH OF WIRE, COILED O FINISH GRADE O7 TOP OF MULCH O8 PVC SCH 40 COUPLING O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 11 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 40 TEE OR ELL 13 BRICK (1 OF 4) 14 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 15 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ-10000M 17 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER 19 PVC LATERAL PIPE XER GAT ON CONTROL ZONE KIT NOT TO SCALE R-40321 9 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING amorganroth 10/23/2018 DATE: CITY OF CHRISTELLE RIDGE 2 Fl°DBOOK: 8 RENTON PAGE: SE 95TH WAY RENTON WASHINGTON DRAWING NO: Planning/Building/Public Works Dept. LANDSCAPE PLANTING PLAN I SHEET:_ OF: U ng i` L GENERAL IRRIGATION SPECIFICATIONS E. Flushing of System: I. SCOPE OF WORK 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the T. Guarantee The entire sprinkler system shall be guaranteed by the Contractor as to material The work included in these specifications shall consist of the furnishing of all labor, tools, machinery, control valves shall be opened and a full head of water used to flush out the system. and workma workmanship, including settling of ckfoareas below grade grade for a period of one (1) year following the date of final acceptance of f t the work. If, within one year from the date materials, appliances, and processes required for the installation of a complete landscape irrigation system herein specified and shown on the accompanying drawing(s). 2. Sprinkler heads shall be installed only after flushing of the system has been of completion, settlement occurs and adjustments in pipes, valves and sprinkler heads, sod accomplished to the complete satisfaction of the Architect. or paving is necessary to bring the system, sod or paving to the proper level the permanent grades, the Contractor, as part of the work under his contract, shallmake all II GENERAL REQUIREMENTS F. Pressure Test: adjustments without extra cost to the Owner, including the complete restoration of all A. Intent - The intent of the drawings and specifications is to indicate and specify a complete 9 P P Y P 1. All pressure lines shall be test under hydrostatic pressure of 150 pounds per square P Y P P P q damaged planting, paving, or other improvements of any kind. and efficient sprinkler irrigation system ready for use in accordance with the manufacturer's inch, and all non -pressure lines shall be tested under the existing static pressure Should any operational difficulties in connection with the sprinkler system develop within recommendations; and, meeting the approval of the Owner's authorized representative and both be proven watertight. Contractor shall provide all equipment for the specified guarantee period which in the opinion of the Owner may be due to inferior without further cost of labor and material to the Owner. hydrostatic tests. material and/or workmanship, said difficulties shall be immediately corrected by the B. Verification of Dimensions - All lot dimensions area approximate. Before proceeding with P PP P 9 Note:Testing of pressure supply lines shall be done prior to installation of electric 9 P PP Y P Contractor to the satisfaction of the Owner at additional cost to the Owner including any and all other damage caused by such defects. any work, the Contractor shall carefully check and verify all dimensions and shall report any control valves. variations to the Owner's authorized representative. 2. Pressure shall be sustained in the lines for not less than two (3) hours. If leaks V RECORD AND AS -BUILT DRAWINGS: O C. Explanation of Drawings - Due to the scale of drawings, it is not possible to indicate all develop the joints shall be replaced and the test repeated until the entire system A. The Contractor shall provide and keep up to date a complete "as -built" record set of blueline ~� offsets, fittings, sleeves, etc. which may be required. The contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work is proved watertight. ozalid prints which shall be corrected daily and shown every change from the original accordingly, furnishing such fittings, etc., as may be required to meet such conditions. 3. Tests shall be observed and approved by the Owner's/Cities representative prior to backfill. drawings and specification and the exact as -built" locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the Architect at cost. This set of drawings ^ I..L Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, 4. Upon completion of each phase of the work, the Contractor shall check and adjust shall be Kept on the site and shall be used only as a record set. LL^ and architectural features. 1. All work called for on the drawings by notes or details shall be furnished each sprinkler head to meet the site requirements and plan. B. These drawings shall also serve as work progress sheets, and the Contractor shall make installed whether or not specifically mentioned in the specifications. G. Backfilling: neat and legible annotations thereon daily as the work proceeds, showing the work as C)and 1. Backfill shall not be placed until the installed sprinkler irrigation system has been actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Owner's representatives. A D. Site Conditions - The Contractor shall not willfully install the irrigation systems as shown on the drawings when it is obvious in the field that unknown obstructions, differences inspected and approved by the Owner's representative. O grade or discrepancies area dimensions exist that might not have been considered in C. Before the date of the final inspection, the Contractor shall transfer all information from the "as M engineering. Such obstructions or differences should brought to the attention of the -built" prints to a sepia mylar, procured from the Architect. All work shall be neat, in ink and subject to the approval of the Architect. NF..I..� Owner's authorized representative. In the event this notification is not performed, the 2. Backfill material shall be approved soil. Unsuitable material, including clods and irrigation contractor shall assume full responsibility for any revision necessary. rocks over 2 1/2 inches in size, shall be removed from the premises and disposed D. The Contractor shall dimension from two (2) permanent points of reference, building corners, E. Permits and Fees The Contractor shall obtain and pay for any and all permits and all of legally at no cost to the Owner. 3. All backfilling shall be done carefully and shall be properly tamped. Sandy soil only sidewalk, or road intersections, etc., the location of the following items: A. Connection to existing water lines. �^ inspections as required. shall be tamped and puddled to eliminate any voids. B. Connection to existing electrical power. Nin F. Manufacturer's Directions - Manufacturer's directions and detailed drawings shall be followed all cases where the manufacturers of articles used in this contract furnish directions 4. Surplus earth remainingafter backfilling shall be disposed of on the premises as C. Gate valves D. Routing of sprinkler pressure lines (dimension max. 100'along routing.) J directed by the Owners representative. E. Sprinkler control valves. covering points not shown in the drawings and specifications. 5. Where excavating or "jacking" is required under asphalt pavement, sidewalks, roads, F. Routing of control wiring. W G. Ordinances and Regulations - All local, municipal and state laws, and rules and regulations etc. care shall be taken in backfilling with sand, tamping, and inundating with water. G. Quick coupling valves. H. Other related equipment as directed by Architect. governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. 6. Sand backfill, where required shall be per detail(s) on plan. I. Significant changes in routing of lateral lines from those indicated on plans. Anything contained in these specifications shall not be construed to conflict with any of the the However, these E. On or before the date of the final inspection, the Contractor shall deliver the corrected and above rules and regulations or requirements of same. when specifications and drawings call for or describe materials, workmanship, or construction of H. Temporary Repairs - The Owner reserves the right to make temporary repairs as necessary completed rents to the Architect. Deliver of the rents will not relieve the Contractor of P P Y P the responsibility of furnishing required information that may be omitted from the prints. a better quality, higher standard, or larger size than is required by the above rules and to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner the Contractor his the terms the regulations, the provisions of these specifications and drawings shall take precedence. shall not relieve of responsibilities under of guarantee as herein specified. F. Controller Charts: H. Disruption of Services - Permission to shut off any water lines must be obtained from the I. Sprinklers: W Construction Supervisor, who will make the necessary arrangements with the Owner. p Y g Disruption of existing systems shall be kept to a minimum. 1. All nozzles on sprinklers shall be tightened after installation. All sprinklers having 1. As -built drawings shall be approved by the Architect before controller charts are prepared. an adjustment stem shall be adjusted on a lateral line for the proper radius, diameter I. Source of Water Supply - The Contractor shall verify and be familiar with the location, size and/or gallonage. 2. Provide one controller chart for each controller supplied. and detail of stubouts, provided as the source of water supply to the sprinkler system, as shown on plans. 2. All sprinkler heads shall be set perpendicular to finished grades unless otherwise 3. The chart shall shown the area controlled by the automatic controller and shall be J. Existing Utilities and Conditions - Prior to cutting into the soil, the Contractor shall locate designated on the plans. the maximum size which the controller door will allow. rT1 �..I..� all cables, conduits, sewers, septic tanks, and other such utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb 3. All sprinkler risers shall be installed as indicated on plans and shown on details. 4. The chart is to be a reduced drawing of the actual as -built system. However, in the such improvements. If a conflict exists between such obstacles and the proposed work the J. Valves event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. Contractor shall promptly notify the Owner's authorized representative who will arrange for ' w relocations. The Contractor will proceed in the same manner if rock layer or any other condition encountered underground makes changes advisable. Where investigation of 1. Piping systems shall be supplied with valves at all points shown on the drawings or specified herein, arranged to give complete regulating control throughout. 5. The chart shall be a blackline print and a different color shall be subsurface conditions have been made by a qualified body in areas where work is to be used to indicate the area of coverage for each station. performed or in areas in which local materials may be obtained, contractor may request the 2. Valves shall be full size of the line in which the are installed unless otherwise noted. y 6. When completed and approved, the chart shall be hermetically sealed between two w use of such information but will be directly responsible for its verification and accuracy. K. Verification of Finish Grade - The Contractor shall verify the correctness of all finish 3. Control valves shall be adjusted so the most remote sprinkler heads operate at the by the head Control be pieces of plastic, each piece being a minimum 10 mils. thick. grades within the work area in order to insure the proper soil coverage (as specified) of the sprinkler pressure recommended manufacturer. valves shall adjusted so a uniform distribution of water is applied by the sprinkler heads to the planting 7. These charts shall be completed and approved prior to final inspection of the system pipes. areas for each individual valve system. irrigation system. VI. OPERATION AND MAINTENANCE MANUALS 4. Quick coupling valves so indicated to be installed adjacent to walks, curbs, etc., III. SUBMITTALS shall be within a twelve (12) inch maximum of same. All quick coupling valves in A. Prepare and deliver to the Architect within ten calendar days shrub areas shall be installed three (3) inches above finish grade and shall be prior to completion of construction, two hard cover binders with three rings containing A. Material List: equipped with rubber covered tops, yellow in color. the following information: 1. The Contractor shall furnish the articles, equipment, materials, or processes 1. Index sheet stating Contractor's address and telephone number, list of equipment specified by name in the drawings and specifications. No substitution will be K. Valve Boxes: with name and addresses of local manufacturer's representatives. allowed without prior written approval by the Architect. 2. Complete material list shall be submitted to any work. Material list 1. Plastic valve boxes (Amatek or approved equal) shall be one (1) inch above the designated finish grade in lawn areas and two (2) inches above finish grade in 2. Catalog and parts sheets on every material and equipment installed under this contract. �1 prior performing shall include the manufacturer, model number and description of all materials and ground cover areas. Only one (1) remote control valve may be installed in each box. 3. Guarantee statement. equipment to be used. 2. Valve boxes located near walks, curbs and paving shall be installed in such a way 4. Complete operating and maintenance instruction on all major equipment. 3. Equipment or materials installed or furnished without prior approval of the Architect as to allow for valve boxes to abut those items with top surface matching plane as \ may be rejected and the Contractor required to remove such materials from the site items listed above. B. In addition to the above mentioned maintenance manuals, provide the Owner's at his own expenses. maintenance personnel with instructions for major equipment and show 4. Approval of any item, alternate or substitute indicates only that the product or evidence in writing to the Architect at the conclusion of the project that this products apparently meet the requirements of the drawings and specifications on service has been rendered. the basis of the information or samples submitted. L. Automatic Controller Location and Installation: 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the 1. Automatic controllers shall be installed at locations shown on the plans. All pedestal mounted controllers shall be mounted on a suitable concrete base. VII. EQUIPMENT TO BE FURNISHED guarantee. Such warranties shall only supplement the guarantee. 2. All controller locations are essentially diagrammatic, and shall be specifically located, A. Supply as a part of this contract the following tools: IV. INSTALLATION by the Owner or his representative. 1. Two (2) sets of special tools required for removing, disassembling and adjusting A. Standard of Installation - Material and workmanship shall be in accordance with local codes 3. All local and applicable codes shall take precedence in the furnishing and/or each type of sprinkler and valve supplied on this project. and ordinances of legally constituted authorities, except where provisions of these specifications exceed such requirement, these specifications shall govern. connecting a 110 volt electrical service to the controller. This service will be 2. Two (2) five foot valve keys for operation of gate valves. provided by the Owner. B. Excavations: 1. Excavations shall be open vertical construction sufficiently wide to provide free M. Controller Wiring - All electrical equipment and wiring shall comply with local and state codes 3. Two (2) keys for each automatic controller. working space around the work installed and to provide ample space for backfilling and be installed by those skilled and licensed in the trade. Unless the governing code specifies otherwise, low voltage control wire may be installed by the Contractor when code 4. Six (6) quick coupler keys and matching hose swivels for each type of quick and tamping. allows. coupling valve installed. 2. Trenches for pipe shall be cut to required grade lines, and compacted to provide an accurate grade and uniform bearing for the full length of the line. N. Coverage Test - When the sprinkler system is completed, the Contractor, in the presence of the Owner's authorized representative, shall perform a test coverage of water afforded B. The above mentioned equipment shall be turned over to the Owner at the conlusion of the project. Before final inspection can occur, evidence that the Owner O the lawn and planting areas, complete and adequate. The Contractor shall furnish all have received material must be shown to the Architect. 3. When two pipes are to be placed in the same trench it is required to maintain a materials and perform all work required to correct any inadequacies of coverage disclosed. 6 inch space between pipes as a minimum. VIII. GUARANTEE V 1 Contractor shall inform the Owner's representatives of any deviation from the plan required 4. Depth of trenches shall be sufficient to provide a minimum cover above the top of due to wind, planting, soil or site conditions, that bear on proper coverage. A. The guarantee for the sprinkler irrigation system shall be made in accordance with the the pipe as follows: 0. Inspection of Work: attached form. The general conditions and supplementary conditions of these specifications a) 24" inch over A.C. main line 1. Installation and operations must be approved by the Owner and/or Landscape shall be filed with the Owner or his representative prior to acceptance of the irrigation b 18 inch over main line, under pressure Architect. system. c) 12 inch over non -pressure lateral lines 2. Prior to commencing work the Contractor shall arrange a meeting with the B. A copy of the guarantee form shall be included in the operations and maintenance manual. 5. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas Landscape Architect, at which time the Contractor will be informed specific instructions required and the method of calling for such inspections as the individual C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the _A where two (2) inch and larger roots occur shall be done by hand. All roots two (2) work is completed. following information: W inches and larger in diameter, except directly in the path of pipe or conduit, shall 3. In no event shall the Contractor cover up or otherwise remove from view any work be tunneled under and shall be heavily wrapped with burlap, to prevent scarring or under this contract without prior approval of the Landscape Architect. Any work excessive drying. Where a ditching machine is run close to trees having roots covered prior to inspection shall be opened to view by the Contractor at his GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through roots one (1) inch and larger in expense. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from V 1 diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent 4. In the event the Contractor requests inspection of work and said work is incomplete, the Contractor shall be responsible for inspection cost. defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse or neglect excepted. We agree to trees should be closed within twenty-four (24) hours and where this is not possible the side of the trench adjacent to the tree shall be kept shaded with burlap P. Completion - The work will be accepted in writing when the whole shall have been to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or N or canvas. completed satisfactorily to the Landscape Architect. In judging the work, no allowance for deviation from the be replacing of such defects at no additional cost to the Owner. We shall make such repairs or C. Piping on Slopes: "Brownline" original plans and specifications will made unless already approved in writing at proper times. replacements within 48 hrs. of notification that repair work is necessary, after receipt of written notice. the event of our failure to make such repairs or replacements within 48 hrs. after receipt of In p - �O O W 1. All piping on slope face or at top of slope shall be galvanized steel pipe or pipe and shall be secured on surface as indicated on detail. Q. Instruction - After the system has been completed, the Contractor shall instruct the Owner written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements 2. Pipe which crosses concrete drain benches shall be placed over the surface. Under no or an authorized representative of the Owner in the operation and maintenance of the furnish instructions. made at our expense and we will pay the costs and charges therefore upon demand. circumstances will pipe be placed beneath concrete benches. system and shall a complete set of operating Project: D. Joiningof Pie - The Contractor is responsible to be familiar with an and all methods of P P Y R. General Installation -Any equipment installed by the Contractor and deemed to be for the Location: IN COMPLIANCE WITH CITY OF RENTON STANDARDS (~� assembling, joining, and installation of the various types of pipe to be used. He will use of the Owner in various situations (i.e., gate valves, control valves, etc.). shall be so Tract #: adhere in strict accordance with manufacturers recommended guide. If during any phase of the work the Owners representative finds that the Contractor or any of installed to be readily accessible and quickly operable by the Owner Equipment deemed by the Owner to be inoperable for its intended purpose shall be given. Signed: CURRENT PLANNING his workmen are not familiar with the recommended procedures, the Contractor shall arrange with manufacturer of the particular product for the services of a S. Clean -Up - Shall be made as each of work Refuse and excess dirt shall Address: Telephone: r� r� # qualified manufacturer's representative to instruct workmen in the proper portion progresses. amOrganrOth 10�23�2018 recommended procedures. be removed from the site, all walks and paving shall be broomed or washed down, and any Date of Acceptance: damage sustained on the work of others shall be repaired to original conditions. I STATE OF Landsca e WASHINGTON p �� REGISTERED Architectural LAND UnDm DS SURVEYED: SCALE: SURVEYED HORIZONTAL: NAD 1983/1991 VERTICAL, �� 1988CHRISTELLE DESIGNED: SCALE DESIGNED[;%Rl DATE: CITY 0 F 02 26 18 FlELDBOOK: RIDGE 2 ' I Services DRAWN: RENTON PAGE: FRANK WILLIAM BUSHELL PO. BOX 11134 TACOMA WA. 98411 > > CERTIFICATE N0. 255 DRAWN ONE INCH DATUM CHECKED: SE 95TH WAY RENTON WASHINGTON DRAWING NO: u err'^1J w P; 253 671-2221 / EM; FWBLAS@AOL.COM/FRANK.BUSHELLI@GMAIL.COM EXP; 1-20-2019 N0. REVISION BY DATE AT FULL SCALE Planning/Building/Public Works Dept. CHECKED C NOT ONE INCH LANDSCAPE IRRIGATION SPECIFICATIONS APPR APPROVED:SCALESCALE ACCORDINGLY �SHEET:� OF: J v W 0 0 m W J W U) U IT— C:) W W U) 7 LEGEND 0 TREES TO RETAIN TREES IN ROW, EASEMENT, TRACTS Civil Engineetiny.L-1: DesignPacific Enyln�� -C-,J-?J,fj 1 _j J!r m PORTION OF THE NW 1 /4 OF THE NW 1 /4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASH I N GTON REVISION OEMONM HOPPER OPIAM P. PATEL CHO J. HOPPER BY DATE APPR IAP''R0"J HOPPER NOTED ONE NCH � AT au 90ALE F Nor ONE NCH SCALE AOOORONXY Wp HORMWAL, HM , 1SS, DATUM S46 \ \ .CO ,\ RIDGEVIEW EST TES \ \ 26 R-403221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FCURRENT PLANNING amorganroth 10/18/2018 wil CITY OF 11 '�ID RENTON Planning/Building/Public Works Dept. CHRISTELLE RIDGE SOUND BLDG & DEVELOPMENT, LLC 21222 132ND AVE SE KENT, WA 98042 TREE PRESERVATION PLAN 3-22-2018 DRANIG NC: 01 SHM 01 O01