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HomeMy WebLinkAboutzR-3723 Set.00K_COR 7351308 nity )P351308 W c) 0 W J_ LL W U) Z z Lu w 0 0 Ir a Q 0 i LL m J A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E, W.M. LIBERTY GARDENS CITY OF RENTON WASHINGTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DRAWING INDEX 1 CO.01 PROJECT COVER SHEET 2 CO.02 LEGEND, ABBREVIATIONS AND GENERAL NOTES 3 CO.03 CITY OF RENTON STANDARD NOTES 4 CO.10 EXISTING COND17IONS 5 CO.20 HORIZONTAL AND VER71CAL CONTROL PLAN 6 C1.01 ESC PLAN 7 C1.100 ESC DETAILS 8 C1.101 ESC DETAILS 9 C2. 00 OVERALL DRAINAGE PLAN 10 C2.10 7RANSPORTA71ON PLAN 11 C3. 00 OVERALL SITE GRADING PLAN 12 C3.01 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 13 C3.02 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 14 C3.03 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 15 C3.04 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 16 C3.05 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 17 C3.06 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 18 C3.07 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 19 C3.08 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 20 C3.09 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 21 0.20 STORM WATER POND DETAILS 22 C3.21 STORM DRAINAGE POND PLAN AND DETAILS 23 C3.101 ROADWAY GRADING AND DRAINAGE DETAILS 24 C3.102 ROADWAY GRADING AND DRAINAGE DETAILS 25 C3.103 ROADWAY GRADING AND DRAINAGE DETAILS 26 C3.104 ROADWAY GRADING AND DRAINAGE DETAILS 27 C4.00 OVERALL UTILITY PLAN 28 C4.01 SANITARY SEWER PLAN AND PROFILE 29 C4.02 SANITARY SEWER PLAN AND PROFILE 30 C4.03 SANITARY SEWER PLAN AND PROFILE 31 C4.04 SANITARY SEWER PLAN AND PROFILE 32 C4.05 SANITARY SEWER PLAN AND PROFILE 33 C4.06 SANITARY SEWER PLAN AND PROFILE 34 C4.07 SANITARY SEWER PLAN AND PROFILE 35 LLO TREE RETEN770N- REPLACEMENT PLAN 36 L1.1 STREET TREE PLAN 37 L1.2 RECREA77ON SPACE PLAN 38 L1.3 LANDSCAPE NOTES AND DETAILS 39 M7 WETLAND U171CA77ON PLAN 40 M2 .' WETLAND AND BUFFER M177GATION PLAN .................. -�. _ 4� ,., MAY 1, 2014 ©©©©©namnm® 36 35 1 34 30 21 12 29 22 13 I 83 32 28 23 14 31 27 24 15 TI I °v Ir< 26 25 16 ECREA 17 TRACT PAT 1 18 OS 2 OS 1 19 STORM TRACT (PUBLIC) 20 SITE PLAN EXIST. IMPERVIOUS AREA (AC) = 0.00 NET PROPOSED IMPERVIOUS AREA (AC)= 5.879 PROJECT INFORMATION GENERAL CITY OF RENTON Approved by Date: Approved by: Dale: Approved by: Date: rovedb: Date: PARCEL NO.: 1457500145 & 1457500150 ADDRESS: 162ND AVE SE & SE 1407H PLACE ZONING., R- 4(KING COUNTY) PRESENT USE: VACANT SCHOOL DISTRICT. WATER DISTRICT., KING COUNTY WATER DISTRICT #90 SEWER DISTRICT CITY OF RENTON KC FIRE DISTRICT NO. 25 POWER: PUGET SOUND ENERGY SITE DEVELOPMENT PUGET SOUND ENERGY TOTAL SITE AREA 389,998 SF (8.95 AC) PUBLIC STREET DEDICATION 78,154 SF (1.79 AC) OPEN SPACE TRACTS. 102,626 SF (2.36 AC) NET DEVELOPABLE AREA 209,218 SF (4.80 AC) ALLOWABLE NO. LOTS 36 NO. LOTS PROPOSED 36 FRONT YARD (STREET) SETBACK. 10 FEET SIDE YARD SETBACK., 5 FEET REAR YARD SETBACK. 5 FEET GARAGE SETBACK: 20 FEET MAX. BUILDING HEIGHT., 35 FEET MINIMUM LOT WIDTH. 30 FEET UTILITY PURVEYORS /SERVICES CITY OF RENTON Approved by Date: Approved by: Dale: Approved by: Date: rovedb: Date: WATER DISTRICT.* KING COUNTY WATER DISTRICT NO. 90 SEWER DISTRICT CITY OF RENTON SCHOOL DISTRICT. ISSAQUAH #411 FIRE DISTRICT., KC FIRE DISTRICT NO. 25 POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE QUEST COMMUNICATIONS TV CABLE., COMCAST VICINITY MAP PROJECT TEAM OWNER /APPLICANT SSHI LLC CONTACT: KYLE LUBDN 12910 T07EM LAKE BLVD NE, SUI7E 220 KIRKLAND, WA 98034 PHONE. (425) 821 -3400 FAX: (800) 648 -2308 LANDSCAPE ARCHITECT GHA LANDSCAPEARCHMECTS CONTACT: NEIL BUCHANON 1417 NE 80TH STREET SEATTLE, WA 98115 PHONE. (206) 522 -2334 IN COPIpLIANCE WITH CITY OF RENTON _STANDARDS gY: DATE: - BY: BATE: g F BY DATE. s 'Y i c. gitosoi4rnHCnsun Me .ui RP�u Resewed.A CITY OF RENTON Approved by Date: Approved by: Dale: Approved by: Date: rovedb: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS JBS 5P� N/A ,y,,. ".,,,p, '°"• �^ �°°`0Po� DATUM <� CITY O F • >} .D RENTON Planning /Building /Public Works Dept. .05/01/1 �M JAMIE B. P oR.• ER EVA PETER EVANS ""`�`°° y JAMIE B. SCHROEDER, PE NO. REVISION BY DATE APPR �^"*@ APPROVED NOT TO SCALE CIVIL ENGINEER CPH CONSULTANTS CONTACT: JAMIE SCHROEDER, PE 733 77H AVE, SUITE 100 KIRKLAND, WA 98033 PHONE. (425) 285 -2390 FAX. (425) 285 -2389 SURVEYOR DMP ENGINEERING, SURVEYING, LAND PLANNING CONTACT: PAUL MORROW 726 AUBURN WAY NORTH AUBURN, WA 98002 y PHONE • (253) 333 -2200 R=372301 wi CONSULTANTS __ SBe Phoning • CMI Erdneedng CALL BEFORE Land Ilse Consulting• PmjW Management YOU 7331NawmgSle� [aimeo0.M%W 7- 600.4244.55 555 ftw(425)28523501ml425laasa www.cohconsvitents.com on' LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS "6papp1i PILE onl o NO COVER SHEET 00.01 Gp IZ - 3 -7 -d301 y r p � K n oy M ' N W TBLOCK_COR w 0 0 a w 0 O C) w J_ LL 0 z w 0 Q i I- w lb J LEGEND ROADWAY CENTERLINE ASPHALT CONCRETE PAVEMENT AP PROJECT BOUNDARY LINE - - - - PROPERTY BOUNDARY LINE ASPHALT TREATED BASE AVE RIGHT -OF -WAY LINE - - - - EASEMENT LINE BOUNDARY - - - - - - - - EDGE OF PAVEMENT LINE BOW BOTTOM OF WALL 10' CONTOUR LINE - - - - - - 290 -- -- -- -- -- - -- 2' CONTOUR LINE CDF CONTROLLED DENSITY FILL SANITARY SEWER MAIN SS .................... ............................... - SS SS - WATER LINE W - - - - - - - FIRE SUPPLY F F F STORM PIPE SD CORRUGATED POLYETHYLENE PIPE ROOF DRAIN - RD --------- -- - - -- RD RD GAS LINE GAS GAS FENCE LINE X ---- __ - - -.-- DI POWER LINE 0 - - -- DRIVEWAY BURIED POWER LINE Bs' -- ECR U7ILITY EASEMENT ELEV. ELEVA170N TELEPHONE LINEi EDGE OF PAVEMENT ESC BURIED TELEPHONE LINE BT ENTERING SIGHT DISTANCE SWALE EASEMENT - -- - -- SILT FENCE EXIST. - X- X- X -X -X- CONSTRUCTION FENCING FLOW LINE FL. CLEARING LIMIT FOC - - - - -- SANITARY SEWER CLEAN OUT O IE SANITARY SEWER MANHOLE INT. INTERSEC7ION STORM DRAIN CATCH BASIN - TYPE I INVERT KC STORM DRAIN CATCH BASIN - TYPE H KCRS 0 STORM DRAIN INLET (NO CATCH) F7 STORM DRAIN CULVERT WATER CAP/PLUG WATER COUPLING GUARD POST REDUCER > ► THRUST BLOCK - WATER METER - - 2 NOZZLE FIRE HYDRANT 3 NOZZLE FIRE HYDRANT -b- 1 FLANGE/BUND FL JOINT o II MECHANICAL JOINT t L PUSH- ON/HUB JOINT t THREAD JOINT I I AIR RELIEF VALVE BLOW -OFF VALVE 1 BUTTERFLY VALVE rx IV CHECK VALVE N GATE /GENERAL VALVE w N PLUG VALVE W GAS METER o D GAS VALVE m IM PAD MOUNTED TRANSFORMER © O POWER VAULT TRANSMISSION TOWER (SCALEABLE) [] U77LITY POLE o + POWER POLEo- ,} UTILITY POLE ANCHOR -- E--- TELEPHONE RISER n Q TELEPHONE VAULT I'' T BUS STOP eus Ala MAIL BOX RIP RAP ROCKERY crx a CDOG& SHRUB CID C.,J GENERAL SIGN L- i REGULATORY SIGN �- TREE (CONIFER) TREE (DECIDUOUS) CO STREET LIGHT i~i aR BRIDGE/TUNNEL - - ASPHALT PAVEMENT CONCRETE 0 O Copy,igAOM14CPHC nsullants,l NIRipt$ CITY OF RENTON by: Date: by: Y `al..: - � _z- Date: 5 20l by: Date: A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E. W.M. ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT AP ANGLE POINT ASSY. ASSEMBLY ATB ASPHALT TREATED BASE AVE AVENUE BCR BEGIN CURB RETURN BDRY BOUNDARY BOC BACK OF CURB BOW BOTTOM OF WALL FL CENTERLINE CB CATCH BASIN CDF CONTROLLED DENSITY FILL CMP CORRUGATED METAL PIPE CONCRETE CONC. CONN. CONNEC710N CONT. CON77NUOUS CDR CITY OF RENTON CPP CORRUGATED POLYETHYLENE PIPE PUE (W /SMOOTH INTERIOR WALLS) CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIAM. DIAMETER DI DUC77LE IRON DIN DRIVEWAY E EAST ECR END CURB RETURN ELEV. ELEVA170N EDP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE ESMT. EASEMENT EVA EMERGENCY VEHICLE ACCESS EXIST. EXIS77NG FL FLOW LINE FL. FLANGE FOC FACE OF CURB HORIZ HORIZONTAL IE INVERT ELEVA710N INT. INTERSEC7ION INV. INVERT KC KING COUNTY KCRS KING COUNTY ROAD STANDARDS LCPE LINED CORRUGATED POLYETHYLENE PIPE LF LINEAL FEET LT LEFT LUI LAND USE INSPECTOR MAX. MAXIMUM MFR. MANUFACTURER MH MANHOLE MIN. MINIMUM MJ MECHANICAL JOINT N NORTH NIC NOT IN CONTRACT O.C. ON CENTER PC POINT OF CURVATURE PE PLAIN END PI POINT OF INTERSEC710N PL. PLACE PT POINT OF TANGENCY PW POINT OF VER77CAL INTERSECTION PVMT PAVEMENT PUE PUBLIC U7ILITY EASEMENT REQD. REQUIRED RP RADIUS POINT RR REDMOND RIDGE RRE REDMOND RIDGE EAST UPD ROW RIGHT -OF -WAY RT RIGHT S SOUTH SD STORM DRAIN SP. SPACE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STA710N 7ESC TEMPORARY EROSION AND SEDIMENT CONTROL TOC TOP OF CURB TIP. TYPICAL 7BW TOP BACK OF WALK TOW TOP OF WALL UNO UNLESS NOTED 07HERVWSE VERI.. VER77CAL WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ WITH W WEST WS WATER SERVICE CONSTRUCTION MATERIALS MATERIAL WSDOTSPEC(UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9- 03.9(3) CRUSHED SURFACING BASE COURSE 9- 03.9(3) ASPHALT TREATED BASE (ATB) 9 -036 PIPE ZONE BEDDING 9- 03.12(3) WASHED DRAIN ROCK 9- 03.12(5) CLEAN SAND 9 -03.13 QUARRY SPALLS 9 -13.6 ASPHALT CEMENT CONCRETE 9 -02.1 & 9 -03.8 NA77VE FILL MATERIAL AND S7RUC7RAL BORROW 9- 03.14(3) IMPORTED STRUCTURAL FILL MATERIAL 9- 03.14(3) IMPORTED SELECT FILL MATERIAL 9- 03.14(1) GEO7EX77LE OR GEOTEX FABRIC 9 -33.2, TABLE 3 (MIRAR 600X OR EQUAL) GEO- FABRIC SILT FENCE 9 -332, TABLE 6 (MIRAR 100X OR EQUAL) NON -WOVEN GE07EX77LE OR GE07EX FABRIC 9 -332, TABLE 1 & 2 (MIRAFI 140N OR EQUAL) UNSUITABLE EXCAVA77ON 2- 03.3(14)E,F GRAVEL BORROW 9-03.14(l) REVISED FOR 5% MAX. PASSING A US NO. 200 SIEVE RIP RAP (HEAVY) 9- 131(1) RIP RAP (LIGHT) 9- 13.1(2) RIP RAP (HAND PLACED) 9 -1.12 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9- 05.1(7) PORTLAND CEMENT CONCRETE 6.02.3(2)8 DUC77L£ IRON PIPE 9 -05.13 CONCRETE PIPE 9 -05.7 CORRUGATED METAL PIPE (CMP) 9- 051(2) PVC PIPE 9 -0512 BLACK VINYL COATED CHAIN LINK FENCE 9.16.1 WSDOT STANDARD PLAN L -2 TYPE 1 OR TYPE 3 W774 VINYL COA77NG GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; KING COUNTY, AND CITY OF RENTON, AND ALL AMENDMENTS TO THE STANDARDS SPECIFICATIONS AND SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT 2. EXISTING UTIL171ES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL U77LI71ES AND RELATED SURFACE FEATURES MTHIN THE PROJECT AREA AND N077FY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (1 -800- 424 -5555) TO HAVE U77LI77ES VERIFIED ON THE GROUND PRIOR TO CONSTRUC770N. 3. THE EROSION AND SEDIMENTA770N CONTROL (ESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTA770N CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOL17ION OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDA770N SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACIL177ES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN -KIND TO THE SAME STANDARDS OF NEW FACILITIES. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICA710NS AS PROVIDED IN THE CONTRACT DOCUMENTS. 6. ALL EXIS77NG ON -SITE WELLS OR SEP77C TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICA77ON OF ABANDONMENT SHALL BE PROVIDED TO 714E OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND KING COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS. 7 THE MATERIALS AND METHODS OF INSTALLATION FOR ALL SANITARY SEWER FACIL171ES SHALL BE IN ACCORDANCE WI7H THE LATEST CITY OF RENTON STANDARDS, GENERAL REQUIREMENTS AND DETAILS FOR WATER MAIN CONSTRUCTION, AND GENERAL REQUIREMENTS AND DETAILS FOR SEWER MAIN CONSTRUCTION. B. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRICTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMA710N SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 9. THE CONTRACTOR SHALL COORDINATE AC77WRES OF ALL U77LITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT 714EM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR OTHERWISE PRO7ECT AND KEEP IN SERVICE ALL EXIS71NG UTIU71ES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. 10. UTILITIES OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO 07HER WORK PERFORMED. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED W77H DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS FOUNDATION, SLAB AND PAVING CONSTRUCTION THE CONTRACTOR SHALL NO7IFY 774E PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. 12 THE CONTRACTOR OR OMER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND /OR 7ES77NG AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTA77VE OF THE SOILS ENGINEER AND /OR 7ES77NG AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE W1774 PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPEC770NS AND 7ES77NG. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR M7HIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION AC77VITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. R- 372302 ,L 9 5 ♦�1 IF V i OVAL CONSULTANTS Site Planning • CMI Engneeting CALL BEFORE Land Use Consume. Project Management YOU DIG M MAMug5uiw1o9laeaana.M98D3a 1 -800. 4245555 R (425)7d.Z1991 FAX(425)2842389 www.cphconsultants.com 1 CONSTRUCTION PERMIT APPROVAL JBS UO U7 1 JBS N/A wxmu: wan t.� �� LIBERTY GARDENS 02/21/1 °�°""`""'�" "' CITY OF AMA IE B. SCHROEDER, P RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS wow PETER EVANS I _pE awl DATUM ouww Ho: AMa E B. SCHROEDER, PE Planning /Building /Public Works Dept. LEGEND, ABBREVIATIONS, AND GENERAL NOTES 0'0.0`2 NO. REVISION BY DATE APPR APPROVED 2 40 A- NNNNA4 y r �I 1 C� N 9 0 1 ti W N w BLOCK_COR w zz U w 0 0 o! a_ w I CITY OF RENTON STANDARD NOTES 0 O SANITARY SEWER NOTES AND SPECIFICATIONS 0 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY W OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDI7ON OF THE WSDOT/APWA J STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & ILL. SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 71MES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS 07HERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON 714E PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. J. ALL REQUIRED SEDIMENTATIONIEROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. 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. 774E IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSIONISEDIMENTA77ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. 714E EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SI7E CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PR07ECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. 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 RES7RICTORS CHANNELS, OR RETENTION FACILITIES. 6. DURING THE 71ME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR 07HER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE 77ME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. & FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM OF THREE (3) FEET, 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24'x5Ox8" OF 4 TO 6 -INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. Co &MmA14CPHWnsuttans.LLC. NIRiOt CITY OF RENTON by: Date: by: Date: �( by: Date: A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E. W.M. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN RENEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY W.S.D.O.T. AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTA770NIEROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SA77SFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7 ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCH17ECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY PREPARED FOUNDATION IN ACCORDANCE W17H SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE EN71RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS C' WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12 ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 "- 8%40 %70% PASSING, 2 " -4' ROCK 130 %40% PASSING AND -2" ROCK 110 %20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN RENEWER OF SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNC770NING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS AND ANY 07HER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF 774E PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION W1714 774E PERFORMANCE OF WORK COVERED BY 714E CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PR07EC7ON AREA (APA). CITY OF RENTON HEX CONDITIONS THE PROPOSED PLAT OF LIBERTY GARDENS IS APPROVED PRELIMINARY APPROVAL SUBJECT TO THE CONDITIONS FROM THE APRIL 28, 2009 HE REPORT THE CITY COUNCIL SHOULD APPROVE THE 36 -LOT PRELIMINARY PLAT SUBJECT TO THE FOLLOWING CONDITIONS., 1. THE APPLICANT WILL BE REQUIRED TO SUBMIT A TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN (TESCP) DESIGNED PURSUANT TO STATE DEPARTMENT OF ECOLOGYS EROSION AND SEDIMENT CONTROL REQUIREMENTS, OU71JNED IN VOLUME If OF THE 2001 STORMWATER MANAGEMENT MANUAL. THE PLAN MUST BE SUBMITTED TO AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION PLAN REVIEW STAFF PRIOR TO ISSUANCE OF THE U71UTY CONSTRUCTION AND DURING UTILITY AND ROAD CONSTRUCTION. 2. THE DETENTION SYSTEM FOR THIS PROJECT SHALL BE REQUIRED TO COMPLY WITH 774E REQUIREMENTS FOUND IN THE 2005 KING COUNTY SURFACE WATER DESIGN MANUAL TO MEET BOTH DETENTION (CONSERVATION FLOW CONTROL - A.K.A. LEVEL 3) AND WATER QUALITY IMPROVEMENTS." 3. THE APPLICANT SHALL COMPLY WITH THE CONDITIONS IMPOSED BY THE ERC AS MODIFIED IN 714E APPEAL DECISION 4. THE APPLICANT SHALL PROVIDE AN EAST /WEST ROAD CONNECTION FROM 162ND AVE SE TO 1647H AVE SE IN ORDER TO CREATE HIGHLY CONNECTIVE ROAD NETWORK. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187 AS AMENDED (1993 KCRS). 5. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED PLAT PLAN, DEPICTING AN EAST/WEST ROAD CONNECTION FROM 162ND AVE SE TO 164TH AVE SE, WHICH IS ALSO CONSISTENT WITH ALL PRELIMINARY PLAT REVIEW CRITERIA. THE REVISED PLAT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE DEVELOPMENT SERVICES DIVISION AND THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO ENGINEERING PLAN APPROVAL. 6. BOTH FRONTAGES, 162ND AVE SE AND 164TH AVE SE, FOR THE FULL LENGTH OF THE PROPERTY SHALL BE IMPROVED TO THE SATISFACTION OF THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION SUBJECT TO THE KING COUNTY ROAD STANDARDS OR AS MODIFIED BY VARIANCE. 162ND AVE SE SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE URBAN NEIGHBORHOOD COLLECTOR STANDARD. NO LOT SHALL HAVE A DRIVEWAY ENTERING OFF 162ND AVE SE OR 164TH AVE SE 7. THE APPLICANT SHALL CREATE PEDESTRIAN PATHS AND LINKS AS DETERMINED BY STAFF. 8. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A DETAILED TREE RETENTION PLAN WITH THE ENGINEERING RENEW APPLICATION. THE TREE RETENTION PLAN SHALL BE RENEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 9. THE APPLICANT SHALL PAY A 7RANSPORTA77ON MITIGATION FEE BASED ON $75.00 PER NET NEW AVERAGE DAILY TRIP ATTRIBUTED TO THE PROJECT. THE FEE FOR THE PROPOSED PLAT IS ESTIMATED AT $25,839.00 ($75.00 X 9.57 TRIPS X 36 LOTS = $25,839.00) AND IS PAYABLE TO THE CITY PRIOR TO THE RECORDING OF THE FINAL PLAT. 10. THE APPLICANT SHALL ESTABLISH A HOMEOWNERS' ASSOCIATION FOR THE DEVELOPMENT, WHICH WOULD BE RESPONSIBLE FOR ANY COMMON IMPROVEMENTS AND /OR TRACTS W17HIN THE PLAT PRIOR TO FINAL PLAT RECORDING. 11. 771E APPLICANT SHALL PAY SCHOOL IMPACT FEES PER RMC 4 -1 -160, D, TOT EH CITY OF RENTON, ON BEHALF OF THE ISSAQUAH SCHOOL DISTRICT. THE FEE FOR THE PROPOSED PLAT IS ESTIMATED AT $216,756.00 ($6,021.00 X 36 L07S = $216,756.00). R- 312303 1 f( CP SS7CNAL � 1 Ili wf1 CONSULTANTS SBe Planning • Civil Fngneedng CALL BEFORE land Ike ConeW�Ilg• HojeQ Manage) W YOU 7337thAmm WO10o IWG ,WA98733 1- 800. 4244.55 555 R�(425)2S52390 l FAC(425)aas2= www.cahconsultants.com 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS""EIX �"` vmmn:ww,a� LIBERTY GARDENS 02/21/14 N/A CITY 0 F n: AMIE B. SCHROEDER, PE r1L RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS P d1wn� PETER EVANS a� F,oi ow.wrc No: -i DATUM planning /Building /Public Works Dept. CITY OF RENTON STANDARD NOTES CO.03 'JAMIE B. SCHROEDER. PE w x mu NO. REVISION BY DATE APPR "''"01 y APPROVED sxen: °i 4Fe,aw 3 40 A- NNNNAA y Q v � K oy a 1 0 z w rn N W 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. U) 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW Z CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO W STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT 0 SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF cr BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. � 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Lu m m 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS J & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. 714E CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON 807H SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA71SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2'DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON 714E PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. J. ALL REQUIRED SEDIMENTATIONIEROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. 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. 774E IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSIONISEDIMENTA77ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. 714E EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SI7E CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PR07ECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. 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 RES7RICTORS CHANNELS, OR RETENTION FACILITIES. 6. DURING THE 71ME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR 07HER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE 77ME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. & FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM OF THREE (3) FEET, 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24'x5Ox8" OF 4 TO 6 -INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. Co &MmA14CPHWnsuttans.LLC. NIRiOt CITY OF RENTON by: Date: by: Date: �( by: Date: A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E. W.M. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN RENEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY W.S.D.O.T. AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTA770NIEROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SA77SFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7 ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCH17ECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY PREPARED FOUNDATION IN ACCORDANCE W17H SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE EN71RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS C' WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12 ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 "- 8%40 %70% PASSING, 2 " -4' ROCK 130 %40% PASSING AND -2" ROCK 110 %20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN RENEWER OF SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNC770NING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS AND ANY 07HER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF 774E PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION W1714 774E PERFORMANCE OF WORK COVERED BY 714E CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PR07EC7ON AREA (APA). CITY OF RENTON HEX CONDITIONS THE PROPOSED PLAT OF LIBERTY GARDENS IS APPROVED PRELIMINARY APPROVAL SUBJECT TO THE CONDITIONS FROM THE APRIL 28, 2009 HE REPORT THE CITY COUNCIL SHOULD APPROVE THE 36 -LOT PRELIMINARY PLAT SUBJECT TO THE FOLLOWING CONDITIONS., 1. THE APPLICANT WILL BE REQUIRED TO SUBMIT A TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN (TESCP) DESIGNED PURSUANT TO STATE DEPARTMENT OF ECOLOGYS EROSION AND SEDIMENT CONTROL REQUIREMENTS, OU71JNED IN VOLUME If OF THE 2001 STORMWATER MANAGEMENT MANUAL. THE PLAN MUST BE SUBMITTED TO AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION PLAN REVIEW STAFF PRIOR TO ISSUANCE OF THE U71UTY CONSTRUCTION AND DURING UTILITY AND ROAD CONSTRUCTION. 2. THE DETENTION SYSTEM FOR THIS PROJECT SHALL BE REQUIRED TO COMPLY WITH 774E REQUIREMENTS FOUND IN THE 2005 KING COUNTY SURFACE WATER DESIGN MANUAL TO MEET BOTH DETENTION (CONSERVATION FLOW CONTROL - A.K.A. LEVEL 3) AND WATER QUALITY IMPROVEMENTS." 3. THE APPLICANT SHALL COMPLY WITH THE CONDITIONS IMPOSED BY THE ERC AS MODIFIED IN 714E APPEAL DECISION 4. THE APPLICANT SHALL PROVIDE AN EAST /WEST ROAD CONNECTION FROM 162ND AVE SE TO 1647H AVE SE IN ORDER TO CREATE HIGHLY CONNECTIVE ROAD NETWORK. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187 AS AMENDED (1993 KCRS). 5. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED PLAT PLAN, DEPICTING AN EAST/WEST ROAD CONNECTION FROM 162ND AVE SE TO 164TH AVE SE, WHICH IS ALSO CONSISTENT WITH ALL PRELIMINARY PLAT REVIEW CRITERIA. THE REVISED PLAT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE DEVELOPMENT SERVICES DIVISION AND THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO ENGINEERING PLAN APPROVAL. 6. BOTH FRONTAGES, 162ND AVE SE AND 164TH AVE SE, FOR THE FULL LENGTH OF THE PROPERTY SHALL BE IMPROVED TO THE SATISFACTION OF THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION SUBJECT TO THE KING COUNTY ROAD STANDARDS OR AS MODIFIED BY VARIANCE. 162ND AVE SE SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE URBAN NEIGHBORHOOD COLLECTOR STANDARD. NO LOT SHALL HAVE A DRIVEWAY ENTERING OFF 162ND AVE SE OR 164TH AVE SE 7. THE APPLICANT SHALL CREATE PEDESTRIAN PATHS AND LINKS AS DETERMINED BY STAFF. 8. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A DETAILED TREE RETENTION PLAN WITH THE ENGINEERING RENEW APPLICATION. THE TREE RETENTION PLAN SHALL BE RENEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 9. THE APPLICANT SHALL PAY A 7RANSPORTA77ON MITIGATION FEE BASED ON $75.00 PER NET NEW AVERAGE DAILY TRIP ATTRIBUTED TO THE PROJECT. THE FEE FOR THE PROPOSED PLAT IS ESTIMATED AT $25,839.00 ($75.00 X 9.57 TRIPS X 36 LOTS = $25,839.00) AND IS PAYABLE TO THE CITY PRIOR TO THE RECORDING OF THE FINAL PLAT. 10. THE APPLICANT SHALL ESTABLISH A HOMEOWNERS' ASSOCIATION FOR THE DEVELOPMENT, WHICH WOULD BE RESPONSIBLE FOR ANY COMMON IMPROVEMENTS AND /OR TRACTS W17HIN THE PLAT PRIOR TO FINAL PLAT RECORDING. 11. 771E APPLICANT SHALL PAY SCHOOL IMPACT FEES PER RMC 4 -1 -160, D, TOT EH CITY OF RENTON, ON BEHALF OF THE ISSAQUAH SCHOOL DISTRICT. THE FEE FOR THE PROPOSED PLAT IS ESTIMATED AT $216,756.00 ($6,021.00 X 36 L07S = $216,756.00). R- 312303 1 f( CP SS7CNAL � 1 Ili wf1 CONSULTANTS SBe Planning • Civil Fngneedng CALL BEFORE land Ike ConeW�Ilg• HojeQ Manage) W YOU 7337thAmm WO10o IWG ,WA98733 1- 800. 4244.55 555 R�(425)2S52390 l FAC(425)aas2= www.cahconsultants.com 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS""EIX �"` vmmn:ww,a� LIBERTY GARDENS 02/21/14 N/A CITY 0 F n: AMIE B. SCHROEDER, PE r1L RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS P d1wn� PETER EVANS a� F,oi ow.wrc No: -i DATUM planning /Building /Public Works Dept. CITY OF RENTON STANDARD NOTES CO.03 'JAMIE B. SCHROEDER. PE w x mu NO. REVISION BY DATE APPR "''"01 y APPROVED sxen: °i 4Fe,aw 3 40 A- NNNNAA y Q v � K oy a 1 0 z w rn N W OTOP351308 TBLOCK_COR OSIT351308 Lu 0 O Lu J LL U) Z L11 U Q W K Qa cr- Lu m J A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, 22 3 P 30' 0420 2 1 y F f1 J4 S.F.f �as U 5 5 i %C I CAVALLA PLAT' l t S887837'E 594.05' . T-n ' �I I --- IP--' —� \ — — �I zmF 1 / \\ aao 0 44 \ \ 2 X 0 430 o \ \� \ // \ \ \ \� - -�-•/ - - - -_— - - -�\ 414 \ _ — — r\ ' „8_ ie r \ \� ` \ WETLAND LIMITS 42 \\ J It p >/ \ IIo eoQ, \� \\ \ / \/ / \ \\ N88"17$3"W 594.15' _ _ �,� _ _� x s \"� -{•1 J 1130' O N % I ` \ \ > qRq x n: / �\ GF m z�/ n > O /I F co \ m I pt \ �wy T Cog &OM14CAHConsuM m LLC. All Ri@ns 0 ° > N CITY OF RENTON by: Date: by: Date: §J LoI by: Date: w \N \ o \ \ \sue \ 'so \\ m `\ P \\ Dy \o m 1 W I nD Q 0 I I_,I \" �\ o,n c ! 1 \ O I % 0 nN o I \ \ \ IN L( \ x cP L I \ O Z s v u _ 4, 101 �� I 'va I I` / Q i 406 I O -1 \N \ o \ \ \sue \ 'so \\ m `\ P \\ Dy \o m I ; 1� 1 W I 0 I I_,I \" �\ I ! 1 \ O I % \i >1 of I \ \ O IN L( \ L I \ O Z s u _ 4, 101 �� I 'va b Q i 406 I O -1 301;/1/ / mm 1 Iv 'III 1 I 1 O 141 II II 1 1 :1 1 m \I I 7-7 I 11 m I I 1 1 I \ N 42 \ OA I ; 1� REVISION I BY I DATE I APPR • all J .Illll 9 W.M. N O rn � N TRAC 7, W A SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM: NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK: BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF S.E. 142ND PLACE AND 156TH AVE. S.E. EL= 408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS: THE S. LN. OF THE SE 1/4, SEC. 14- T23N -R5E, W.M. BEARING N8837'40'W LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. _os A �a m N/A CITY OF RENTON M' MOH DATUM u� Planning /Building /Public Works Dept. w wm ac xw rxc ucamanr R- 312304 NOTE THE CONTRACTOR SHALL VERIFY THAT THE EXISTING CONDITIONS MAPPING PROVIDED WITH THIS SURVEY IS ACCURATE AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. A 95 60 t L CPH APSSONA �\ �t CONSULTANTS Site Planning • CMI Engneedng CALL BEFORE land Use CaaSWUng • R ojeLt Managment 0 50 100 YOU DIG lm� 7- 800 - 4245555 7av7mnw ^Sb= lwnmm.w�sattt3 PLAN IN FEET Fhww:(i25)25$239el F&(425)2852389 www.cphconsultants.com are LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS n°°B001i C D iZ - -,, cy- EXISTING CONDITIONS C0.10 l , 1 C) C) oy A m 1 Nw N w \i L^IA 410 GU! O J nC OZ rn� O Z s u _ 4, Q i 406 I O 301;/1/ / mm REVISION I BY I DATE I APPR • all J .Illll 9 W.M. N O rn � N TRAC 7, W A SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM: NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK: BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF S.E. 142ND PLACE AND 156TH AVE. S.E. EL= 408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS: THE S. LN. OF THE SE 1/4, SEC. 14- T23N -R5E, W.M. BEARING N8837'40'W LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. _os A �a m N/A CITY OF RENTON M' MOH DATUM u� Planning /Building /Public Works Dept. w wm ac xw rxc ucamanr R- 312304 NOTE THE CONTRACTOR SHALL VERIFY THAT THE EXISTING CONDITIONS MAPPING PROVIDED WITH THIS SURVEY IS ACCURATE AND REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. A 95 60 t L CPH APSSONA �\ �t CONSULTANTS Site Planning • CMI Engneedng CALL BEFORE land Use CaaSWUng • R ojeLt Managment 0 50 100 YOU DIG lm� 7- 800 - 4245555 7av7mnw ^Sb= lwnmm.w�sattt3 PLAN IN FEET Fhww:(i25)25$239el F&(425)2852389 www.cphconsultants.com are LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS n°°B001i C D iZ - -,, cy- EXISTING CONDITIONS C0.10 l , 1 C) C) oy A m 1 Nw N w w 0 0 J_ LL is A PORTION OF THESE 1/4 OF SEC] � 1 � V \ I `' 1 9 e F2 20 612/1 ;I �2o sCAVALLA PLAT 1s 5691 SF T U) i Z IN X12 +39.29 N= 176668.98 SE 140TH SIR T w INT 14 +9 = 8+ U Q -A 2..00Ii °� 6203 SF o Qa N =17666 I O E= 1321409.46 w .51 - -- M INT_ 9+ -- too- - J + N= 176676.05 S88'18'37'T' 70.02' E= 1321170.09 is A PORTION OF THESE 1/4 OF SEC] � 1 � V \ I `' 1 9 e F2 20 612/1 ;I �2o sCAVALLA PLAT 1s 5691 SF T CITY OF RENTON i I IN X12 +39.29 N= 176668.98 SE 140TH SIR T `\ \ INT 14 +9 = 8+ .36 SE 1407H 38 1 D A"UE S T 5E -A 2..00Ii E-= 1321170.94 6203 SF o 5989 SF N =17666 I O E= 1321409.46 E =13216 .51 - -- 166 = - -JI -- too- - -- S88'18'37'T' 70.02' _- 12.41 29 5' PLANTER , - - - - r- - _ s_o. '- ' 22 l - - - 5000 SF - 160' -__ - -� f f0'LANDS PE I I 28 - -- 23 - ° ESMT. 1 1 1 5000 SF I I SF 3 -- 100' - - 14 • 7 -- 100' - - - -- 27 60 0 ' 5001 SF 5001 SF 5001 SF Y 5001 SF 5001 SF I 8 9 5000 5F _5,6070 SIDEWALK 1 so01 SF 1 sooz sF 5001 SF - -- too' - -- - -� - - -- 100' - - -�. 1 f0' PUE �_ 8.0' PLA R l RAND -. 36 50 5' SIDEWALK\! L= 86.4'5826 � 58266 . - so' 50' So' 50' 71'- -- S0' 71• DP I 111111111111,+ ...._ VIII � ; °��'olllllll IIIIG° �.p' °IIIiIl1111oP „II - n 1 ^\ / put N NO M -� r-_ e .� 71? 1 33' MONUMENT ESMT. IIIIIUti) Ni! * \\ 36 0 35 34 III M 'I. 7014 SF 7 5711 SF 5687 SF I E= 1321169.771 11P I 10' PRIVATE 1 SEVER ESMT. 15' PRIVATE I 1 (STORM ESMT.1 -6w -- - -�r - -- too' - -- I I I �ih h y . 55030 SF + -- - - -- 33 11284 SF 9� h \ 500 SF 3r �� � �• 6' h, 1111! � 15' PUBLIC ZI SEVER ESMT. 0 A-- 90.0000" R -55.0' 4 :. \ L =86.' RECREATION--, � TRACT OI \,% ? \ \ ,PO 16,786 SF = )U+UU.U7 i'AI 1 N= 176348.61 / I JEC" E= 1321636.00 \0 \\ \ \ OS1 STORM TRACT (PUBLIC) �Q'I 1 \ 37,764 SF 1 \ w0�- 65 �O 6 Y O A--3421'21' R =40.1' L =24.0' 1° -0 -0 11 137 7J' � OJ I oI � I l N. 1 ) I � I 1 II I I III I Co ehtO214CPHConsuaa ,=, NIRi b CITY OF RENTON i I by: Date: by: 30 a 21 6203 SF 5989 SF O - -- 166 = - -JI -- too- - -- 5' PRIVATE 29 1 '2 STORM ESMT. 5000 SF 22 - - - 5000 SF - -- 160' -__ - -� -- 10D - - -- 28 23 5000 SF 5000 SF -- 100' - - -F -- 100' - - - -- 27 24 $ 5000 SF 5000 5F - -- too' - -- - -� - - -- 100' - - -�. a=9oro"' R =55.0' L= 86.4'5826 � 58266 - - 71'- 71• = )U+UU.U7 i'AI 1 N= 176348.61 / I JEC" E= 1321636.00 \0 \\ \ \ OS1 STORM TRACT (PUBLIC) �Q'I 1 \ 37,764 SF 1 \ w0�- 65 �O 6 Y O A--3421'21' R =40.1' L =24.0' 1° -0 -0 11 137 7J' � OJ I oI � I l N. 1 ) I � I 1 II I I III I Co ehtO214CPHConsuaa ,=, NIRi b O I 88.58' NO. I REVISION 18 1 7216 SF. I i -55= -� r- -6Y- -- I I I I II i 10 g 11 5501 SF 6055 SF O C O Q 23 N. RANGE 5 E, W.M. 01 \ a E= 1321821.33 LANDSCAPE ESMT. PROPERTY BOUNDARY (TYR) 0 I °+ INT 16 +50. I 1+ 1 N= 176656.86 E= 1321820.48 fl�7 SIDEWALK 1-- 3' (TYP.) In I o � 0 r5' ROW DEDICATION I � 1 �v CITY OF RENTON by: Date: by: Date: by: Date: O I 88.58' NO. I REVISION 18 1 7216 SF. I i -55= -� r- -6Y- -- I I I I II i 10 g 11 5501 SF 6055 SF O C O Q 23 N. RANGE 5 E, W.M. 01 \ a E= 1321821.33 LANDSCAPE ESMT. PROPERTY BOUNDARY (TYR) 0 I °+ INT 16 +50. I 1+ 1 N= 176656.86 E= 1321820.48 fl�7 SIDEWALK 1-- 3' (TYP.) In I o � 0 r5' ROW DEDICATION I � 1 �v I E= 1321816.96 -A m <Z 0 � \ N O N. TRACT 0 W SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM: NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK: BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF SE 142ND PLACE AND 1567H AVE. S.E. EL= 408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS: THE S. LN. OF THE SE 1A SEC. 14- T23N -R5E, W.M. BEARING N8837'40°W LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTE: THE PROJECT SURVEYOR SHALL CONFIRM HORIZONTAL CONTROL WITH A MINIMUM OF TWO OF THE CITY OF RENTONS SURVEY CONTROL NETWORK POINTS. THE FINAL ELECTRONIC FILES PROVIDED TO THE CITY FOR RECORD DRAWINGS SHALL BE ADJUSTED (IF NECESSARY) TO THE CITYS DATUM. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY - DATE:_ BY - . &:t DATE: S ?> y R= 372305 BY: DATE:._ IBS 05/01/141 JBS 9 ""k14 ad'E mow: w�, 1"=50' H °°°° �� CITY OF JAMIE B. SCHROEDER, PE .� RENTON au PETER EVANS a,¢ utx AMc� B. SCHROEDER, PE 1 DATUM Planning /Building /Public Works Dept. BY DATE APPR "F^"*� dPPROVFa S OO�I,PACP (b CONSULTANTS Site Planning • Civil Engineering CALL BEFORE Land Use CoasuWng- Pmjed Management 0 50 100 YOU DIG 1-SDO. 4245555 Ta3TmAmmS,&iao l Nddw4,wA98W PMre:(425)28523901 FAY(425)285.2389 PLAN IN FEET www.cphconsultants.com are LIBERTY GARDENS ROADWAY GRADING, GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS Pur, owwws xo: HORIZONTAL AND VERTICAL CONTROL PLAN 00.20 co- r2 -�--a a� r I� Q v � K oa No 1 N W I O I E= 1321816.96 -A m <Z 0 � \ N O N. TRACT 0 W SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM: NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK: BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF SE 142ND PLACE AND 1567H AVE. S.E. EL= 408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS: THE S. LN. OF THE SE 1A SEC. 14- T23N -R5E, W.M. BEARING N8837'40°W LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTE: THE PROJECT SURVEYOR SHALL CONFIRM HORIZONTAL CONTROL WITH A MINIMUM OF TWO OF THE CITY OF RENTONS SURVEY CONTROL NETWORK POINTS. THE FINAL ELECTRONIC FILES PROVIDED TO THE CITY FOR RECORD DRAWINGS SHALL BE ADJUSTED (IF NECESSARY) TO THE CITYS DATUM. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY - DATE:_ BY - . &:t DATE: S ?> y R= 372305 BY: DATE:._ IBS 05/01/141 JBS 9 ""k14 ad'E mow: w�, 1"=50' H °°°° �� CITY OF JAMIE B. SCHROEDER, PE .� RENTON au PETER EVANS a,¢ utx AMc� B. SCHROEDER, PE 1 DATUM Planning /Building /Public Works Dept. BY DATE APPR "F^"*� dPPROVFa S OO�I,PACP (b CONSULTANTS Site Planning • Civil Engineering CALL BEFORE Land Use CoasuWng- Pmjed Management 0 50 100 YOU DIG 1-SDO. 4245555 Ta3TmAmmS,&iao l Nddw4,wA98W PMre:(425)28523901 FAY(425)285.2389 PLAN IN FEET www.cphconsultants.com are LIBERTY GARDENS ROADWAY GRADING, GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS Pur, owwws xo: HORIZONTAL AND VERTICAL CONTROL PLAN 00.20 co- r2 -�--a a� r I� Q v � K oa No 1 N W ,OR D8 308 W8 308 308 308 308 08 W 0 0 LLI J_ 1 w C/) a Z z Lu U Q 0 a Q 0 Lu m J \ I I� r I -o JC zm -� 11 I N < T T A_ II ? < °cc _n n�m� VIETLAND TO BE TTLLE 1 <10 41l ! `zo II I\ 9,s \ II It l30 I ,mot nom; I vI v , CITY OF RENTON by: Date: by: Date: o� I! -F I I 1 2.: U � A 1 1 1 O � 0 ,m r ° t t'm A \ ;y - t~ i > �t y I, o \. g i z \ \2 1 \ k i ao\\, F 1, 1 P P 4177 ,/ - x <10 41l ! `zo II I\ 9,s \ II It l30 I ,mot nom; I vI v , ETA cc A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. I�t� 22 21 20 xN 1 6424 S.F. 647.0 `..E E589 SF. 1' J {I z 5691 S.F. 78 �N 7216 S 999 x PARKING AND LA OWN AREA 1 at I iP189 "16'14'V� ROS) o �' — 2 \ \ :_'o ,I> c\ \ RE,C _REATION ; -- TRAC ntllt .< \\ \\ l2� CIS 1 (PUBLIC) \ o , \ / \ 7r 777 z 1 \ "\ o-" G (N89'2 ooa -bsg \V A o� \/ /I A E 30 W R0 \U�ILI P ESTORMDRAINAGE j 1 \ ON J1 fEl� POND ti do AS SEDI \DURING C-4—g CTION7 a, Cogfi&I O M14 CPH Consultant; LLC. NI CITY OF RENTON by: Date: by: Date: by: Date: -F I I 7"" — r A 1 1 1 oil \ °va ° t t'm i \ \ A. - A� �`.40 7' \ II y I, F '-6 g i I 1 1 1 F 1, 1 P P 4177 ,/ 92s � ETA cc A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. I�t� 22 21 20 xN 1 6424 S.F. 647.0 `..E E589 SF. 1' J {I z 5691 S.F. 78 �N 7216 S 999 x PARKING AND LA OWN AREA 1 at I iP189 "16'14'V� ROS) o �' — 2 \ \ :_'o ,I> c\ \ RE,C _REATION ; -- TRAC ntllt .< \\ \\ l2� CIS 1 (PUBLIC) \ o , \ / \ 7r 777 z 1 \ "\ o-" G (N89'2 ooa -bsg \V A o� \/ /I A E 30 W R0 \U�ILI P ESTORMDRAINAGE j 1 \ ON J1 fEl� POND ti do AS SEDI \DURING C-4—g CTION7 a, Cogfi&I O M14 CPH Consultant; LLC. NI $wx I i ,\i 'Ad CITY OF RENTON by: Date: by: Date: by: Date: $wx I i ,\i 'Ad h' a v, i�0 -F I I A 1 1 1 C7 L ° n j a I ♦p c� I m I ' 13 \\ \ \ a'VV I' \ \ aj" 6 \ 1 \ s' 1 \ 191 20 6 A m , w� OC Z O= O I I 3C :o \ ' PROPERTY BOUNDARY (TM) P \ zy �a �\ o .m \z j ��'" "..'»"'111➢ P � > pO✓ c I It NOTES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR 2. ALL EXIST. BUILDINGS, FENCING, AND IMPROVEMENTS WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. 3. PERMANENT STORM DRAINAGE FACIL177ES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACIL177ES AC77VE DURING CONSTRUCTION SHALL BE CLEANED AND /OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADD177ONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSI7E IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR 774AT HAS HAD SOME OR ALL OR THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY. THE AMENDMENT SHALL TAKE TAKE PACE BETWEEN MAY1 AND OCTOBER 1/. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. 9. DUST CONTROL MEASURES WILL BE APPLICABLE. RECOMMENDED CONSTRUCTION SEQUENCE L PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 5. INSTALL PERIMETER PR07EC77ON (SILT FENCE ETC.). 6. CONSTRUCT SEDIMENT POND. Z GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WI714 RENTON STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE 771E EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEE71NG OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLE7ION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. IN COMPLIANCE WITH CITY OF RENTON STANDA DS BY: DATE s g�ly BY: DATE: BY: DATE BY: DATE: w N +nA- cCb CONSTRUCTION NOTES OSTABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1.100 O NO TRESPASSING SIGN 3O SILT FENCE PER DETAIL ON SHEET C1.100 (D A OX LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHE C1.100 5O CONSTRUCTION FENCING PER DETAIL ON SHEET C1.100 6O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 O7 ROCK CHECK DAM PER DETAIL ON SHEET C1.100 OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S =2% MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101 10 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OUTFALL 11 CATCH BASIN INLET PROTECTION PER DETAIL ON SHEET CL101 12 ROCK -LINED DITCH ALONG POND SLOPE LEGEND — X —X —X— SILT FENCE CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM SD PERMANENT SD FACILITY (SEE N07E 4) RIP- RAP /QUARRY SPALL PAD CATCH BASIN INLET PROTECTION TEMPORARY CULVERT R- 372306 CP JLjL = '� ►- CONSULTANTS os moo= c NOTE ADDI7IONAL EROSION CONTROL MEASURES MAY Site Planning gvil Engneedng BE REQUIRED AS DEEMED NECESSARY BY THE 0 50 100 CALL BEFORE land Use Conwldng• Project Management CITY OF RENTON INSPECTOR =OEM MMA.M��JW WA PLAN IN FEET 7- 500424.5555 (425) 285 2390 F& (425) 285 2389 w ww.cph cons ul[ants. com 51w11E1E0: aGYL atE _ H wa�°%4a, LIBERTY GARDENS Q2/21/1' WE B. SCHROEDER, PE 1 —SD �� »- CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS " °"B001i RENTON PETER EVAHS DATUM ozwew xo: A1 E B SCHROEDER PE "I 1 Planning /Building /Public Works Dept. ESC PLAN C1.01 r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W mi a a I I A 1 1 1 oil \ °va ° t t'm i \ \ I;� \ \ II v I 1i I I, € 1 1 1 I 1 1 1 F 1 1 1 P P 92s � i 9 � z NOTES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR 2. ALL EXIST. BUILDINGS, FENCING, AND IMPROVEMENTS WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. 3. PERMANENT STORM DRAINAGE FACIL177ES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACIL177ES AC77VE DURING CONSTRUCTION SHALL BE CLEANED AND /OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADD177ONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSI7E IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR 774AT HAS HAD SOME OR ALL OR THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY. THE AMENDMENT SHALL TAKE TAKE PACE BETWEEN MAY1 AND OCTOBER 1/. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. 9. DUST CONTROL MEASURES WILL BE APPLICABLE. RECOMMENDED CONSTRUCTION SEQUENCE L PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 5. INSTALL PERIMETER PR07EC77ON (SILT FENCE ETC.). 6. CONSTRUCT SEDIMENT POND. Z GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WI714 RENTON STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE 771E EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEE71NG OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLE7ION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. IN COMPLIANCE WITH CITY OF RENTON STANDA DS BY: DATE s g�ly BY: DATE: BY: DATE BY: DATE: w N +nA- cCb CONSTRUCTION NOTES OSTABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1.100 O NO TRESPASSING SIGN 3O SILT FENCE PER DETAIL ON SHEET C1.100 (D A OX LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHE C1.100 5O CONSTRUCTION FENCING PER DETAIL ON SHEET C1.100 6O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 O7 ROCK CHECK DAM PER DETAIL ON SHEET C1.100 OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S =2% MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101 10 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OUTFALL 11 CATCH BASIN INLET PROTECTION PER DETAIL ON SHEET CL101 12 ROCK -LINED DITCH ALONG POND SLOPE LEGEND — X —X —X— SILT FENCE CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM SD PERMANENT SD FACILITY (SEE N07E 4) RIP- RAP /QUARRY SPALL PAD CATCH BASIN INLET PROTECTION TEMPORARY CULVERT R- 372306 CP JLjL = '� ►- CONSULTANTS os moo= c NOTE ADDI7IONAL EROSION CONTROL MEASURES MAY Site Planning gvil Engneedng BE REQUIRED AS DEEMED NECESSARY BY THE 0 50 100 CALL BEFORE land Use Conwldng• Project Management CITY OF RENTON INSPECTOR =OEM MMA.M��JW WA PLAN IN FEET 7- 500424.5555 (425) 285 2390 F& (425) 285 2389 w ww.cph cons ul[ants. com 51w11E1E0: aGYL atE _ H wa�°%4a, LIBERTY GARDENS Q2/21/1' WE B. SCHROEDER, PE 1 —SD �� »- CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS " °"B001i RENTON PETER EVAHS DATUM ozwew xo: A1 E B SCHROEDER PE "I 1 Planning /Building /Public Works Dept. ESC PLAN C1.01 r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W R- 372306 CP JLjL = '� ►- CONSULTANTS os moo= c NOTE ADDI7IONAL EROSION CONTROL MEASURES MAY Site Planning gvil Engneedng BE REQUIRED AS DEEMED NECESSARY BY THE 0 50 100 CALL BEFORE land Use Conwldng• Project Management CITY OF RENTON INSPECTOR =OEM MMA.M��JW WA PLAN IN FEET 7- 500424.5555 (425) 285 2390 F& (425) 285 2389 w ww.cph cons ul[ants. com 51w11E1E0: aGYL atE _ H wa�°%4a, LIBERTY GARDENS Q2/21/1' WE B. SCHROEDER, PE 1 —SD �� »- CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS " °"B001i RENTON PETER EVAHS DATUM ozwew xo: A1 E B SCHROEDER PE "I 1 Planning /Building /Public Works Dept. ESC PLAN C1.01 r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W use w z U w 00 a w 0 0 U w J_ LL ._ ........,�'TH EARTH OR GRASS LINED DEPTH J ROCK LINED 2OMPACT QUARRY SPALLS U) NOTES: 1. EARTH OR GRASS LINED DITCHES SHALL HAVE SLOPES OF 69 OR LESS AND A MAXIMUM Z FLOW VELOCITY OF 5FPS. w 2. ROCK CHECK DAMS SHALL BE USED IN EARTH OR GRASS LINED DITCHES FOR SLOPES GREATER THAN 3% Q 0 3. ROCK LINED DITCHES SHALL BE USED WHEN SLOPES EXCEED 6Z OR FOR FLOW VELOCITY GREATER THAN 5FPS. MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE w CHANNEL IS RESTORED TO 17S DESIGN CAPACITY. in Z IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR 714E DESIGN STORM, IT MUST BE J DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDERDESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDERDESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY CITY OF RENTON. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION CONTROL BLANKET OR NET TEMPORARY INTERCEPTOR DITCH NOT TO SCALE INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER KING COUNTY ROAD STANDARDS — '�0p R = 25' MIN N cEOTExnLE / TYPE I QUARRY SPALLS J EDGE OF EXISTING ROAD SURFACE m 4 L- 12" MIN PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA - MAINTENANCE STANDARDS: 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SI7E AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SECTION 5.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N, RANGE 5E. W.M. - FILTER FABRIC MATERIAL 60" 2x2 °x14 a WIRE FABRIC OR WIDE ROLLS. USE STAPLES OR 27x2"x g WIRE RINGS TO ATTACH FABRIC TO WIRE. rl EQUIV. F1 t B" 2x2 x14 ga. WIRE FT PROVIDE 3/s - 1.5" WASHED I GRAVEL BACKFILL OR NATIVE I N SOIL IN TRENCH & ON BOTH II [SIDES OF FILTER FENCE TRTTTFFFR �E . L. FABRIC ON THE SURFACE. I I ,o I I `MIRAFI 10OX OR EQUAL FILTER I BURY BOTTOM OF FILTER I MATERIAL IN 8'x12' TRENCH. N FABRIC MATERIAL u l 6' MAX. I I U 2x4" WOOD POST STANDARD OR Tj BETTER OR EQUAL ALTERNATE: STANDARD NOTES: STEEL FENCE POSTS. A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, KITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES MME AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS M7H ALL 07HER PROVISIONS OF STANDARD N07E E. APPLYING. G. THE TRENCH SHALL BE BACKFlLLED WITH % -INCH MINIMUM WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN 714E SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXPLE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. TYPICAL SILT FENCE NOT TO SCALE aT CONTINUOUS ORANGE CONSTRUCTION FENCE, TENSAR OR EQUAL rd NOTE.* 1. SEE ESC AND CLEARING PLANS AND TYPICAL CLEARING LIMITS DETAIL FOR FENCE LOCATION CONSTRUCTION FENCING NOT TO SCALE WORK AREA SITE /ROADWAY IMPROVEMENTS PER PLAN TEMP. DITCH OR SWALE, PER PL) ROUGH OR FINISHED GRADE- 6" MAX. qk II _ I FINISHED SLOPE PER PLAN FILTER FABRIC SILT FENCE AT EXIST. GRADE DOWNSLOPE OF DISTURBED AREAS TYPICAL CLEARING LIMITS NOT TO SCALE ROX LIMIT OF GRADING 12" MAX, UNLESS NOTED OTHERWISE ON PLAN CONSTRUCTION FENCING (ORANGE PLASTIC) AT EXIST. GRADE UPSLOPE OF DISTURBED AREAS EXIST. GRADE CLEARING LIMITS L =7HE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION TYPE II QUARRY SPALLS MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH CROSS SEC710N ROCK CHECK DAM NOT TO SCALE w CHECK DAM QUARRY SPALLS R- 312307 AILM CALL BEFORE TV YOU DIG 7- 800424.5555 Cam CONSULTANTS Site Planning . Civil Engineering Land Ilse C=Itmg • Project Management 7337MAwnuq 1001 W�,WA9Ba33 www.cphconsultents.com lte ts.coasrd85 www.cahconsultan[s.com w2 r n Y u run R� ��nm„ ��R o� wow I -- N/A wwa a ww,aep E> LIBERTY GARDENS 02/21/14 °®"°`""'�' "' CITY OF Approved by: Date: (y AMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS Approved RENTON Approved by: �u+- Date: -'� ° PETER EVANS m Approved Date: ""J°R Arm Planning /Building /Public Works Dept. ESC DETAILS oC1.10C PP Y IE B. SCHROEDER. PE r wn ac nm, com�sn, ®xia crx can.,,rca "n, uc. MRea R...,.d. Approved b: Date: N0. REVISION BY DATE APPR w"'^* APPROVED s AOCaa«orr sEEn 7 0r40 c,T*.) , ,2_-> -3d-P 1AHNINININAT y d v H � K n �a N W A W 0 0 W J ILL w C/) f z w 0 w � o Q a 0 W IM J NOT TO SEDIMENT TRAP TOP OF BERM (PER PLAN) AS REQUII MAINTAIN APPROXII = SEE TABLE p 4.5' FOR 12" MIN. DIAM. PERFORATED POLYETHYLENE TUBING OR PLASTIC PIPE 2 TTP.) GRAVEL FILTER, CLEAN FREE 1 MAX DRAINING GRAVEL MATERIAL�-, TO SOLID 90' BEND ORANGE PLASTIC MESH) GA. GALVANIZED WIRE 6" ro X13 GA. GALVANIZED WIRE Ll STEEL FENCE POST 6' HIGH MIN. NOTE., 1. CLIP FENCE TO GALVANIZED WIRE ® 5 FOOT ON- CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST NOTE. PLACE BRIGHT ORANGE PLASTIC MESH FENCE AT THE DRIPLINE AROUND TREE TO BE RETAINED. (TYPICAL) TREE PROTECTION FENCE DETAIL NOT TO SCALE P 118 SQ MIN z OPEN PIPE END AT DESIGN W.S. 2-0 STEEL PIPE OR METAL STAKE, EMBED IN CONCRETE BASE OR EQUIVALENT ANCHOR SUPPORT APPROVED BY ENGINEER GRADE SECURE TUBING TO PIPE SUPPORT WITH STRAPPING AT 12" O.C. MIN, OUTLET PIPE WHERE SHOWN ON PLAN DRIPLINE DRIPLINE II II II II u u DRIPLINE (TYP.) 23 N. RANGE 5 E, W.M. RUNOFF WATER WITH SEDIMENT PRE -MFR.D GE07EXRLE FABRIC INSERT FILTERED I �� WATER II�DRAINAGE ' TYPICAL iNSTALLARON MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND .INLET PRO.TC710N SHALL BE REMOVED IMMEDIATELY.- -SEDIMENT'SHA]L NOT BE ,- REMOVED K17H WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD. OF, THE AVAILABLE STORAGE. THE FILTER ME2U]_FQB.111E-JNSERT SHALf-BE- YEANED OR REPLACE AT LEAST MONTHLY. I 3. REGULAR MAINTfNANCE75- IS ALLFDRMSOF EATjH BASIN/INLET PROTECTION. UNLIKE MANY F<ORMt- OF PRQTtE dN THAT FAIL GRADUALLY. AG 7G F- BASIN-PWMC =FAIL SUDDENLY AND COMPLETELY IF NOT MAINSAINE@:_ CATCH BASIN PROTECTION NOT TO SCALE R- 372308 CP off, FO ST04 PSSTONAI, CONSULTANTS Site Planning • CiAl Engineering CALL BEFORE Land Use Owulirg• Pmged Management YOU DIG 733MAtalue,S iWIWe ,WAW33 1. 8003245555 ft. H 51m5 I Fme t4al as MS www.cpheonsultants.com TV F ENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS Is" SCALE '°�O4°a'""1°°' "' @s� 02/21/1 CITY OF LIBERTY GARDENS Approved by Dale: 5 8 °f9°"p ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS AMIE B. SCHROEDER, P .� R E N TO N P� Approved by: All— � Date: 4' 20l � PETER EVANS aK DATUM n"w'" a� Approved b Date: QF1°IX i Planning /Building /Public Works Dept. ESC DETAILS 01.10 PP Y JAMIE B. SCHROEDER, PE s Ro ac xa Co &0=4CPHC nsuHa wuc NIRipn ResercM, A roved b : Date: NO. REVISION BY DATE APPR aPPROVED scuh'ACrAtmama snsn. 8 X40 c-o NNNAA y �d °D O d � W N W LOCH COR OP351308 WS351308 LL SD351308 !] OT351308 iRD351308 O IT351308 C) 117351308 LU J In w c/) Z U Q w o cc a_ Q 0 } Ir W m J 131.0 I 130.0 II WETLAND TO BE FlLLEB--i A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23N, RANGE 5E, W.M. I, ` 6424 S.F. 420 5 F -6589 \ _ � 6 )Z !!TOE 4388 5') TOE 450.7 TOP 440.0 2.2 445. I I ) _ 4_9 2.3 Ft�P\4 3.0 I f ' PAD =430.1 / PAD -4 pqD= 3.8� \\3 \ _ PAD= 5.9 PAD =437.3 D- 8.3 PAD TOE 450.7 2 V =439. PAD =442.4 =4428 PA 440 \ V \4\\ \ 6 TOP 622 �0-� '\ �11 �;, ' SOP 454.03.8, TOE TOP 448 6 TOP 450%2 I i�,TOE 450.7 TOE 442 TOE ) I i A \ .. I w� \ I e ) V v V f,, L TOP 452.0 1.3 `wi' ,. ..._ /I. RD1 I 'm'f = -ab \ \ \ PTO 450.7 ) 1 v wo1, „o TOE 028.0 1 f pilffrt,yi t = 9111��f 1 uni�f \ " i 53- PAD =433 �D =43.3 ; yv35 PAD =432.2 / 21 2}PAD= 23.4 \ I \ - I� TOt' 430.2 (5.4 P =42 .J 0��24.1i \ PA29 .7 I TOP 429.E 0 425:4 h `f / \PD -23 ! 46� D =424.5 2s °01 �i1 / A V v "vim _ f v TOE 480.2 v T 33 fi TOP 440. 2.9) 13 x c, y \ TOE 17� 1 \ °z° b` v �I iifIIU fxlf iffll f :f��f �LIIIIII�� ( II - \ J 26 _RECREATION - 11��1 410 406 'O \ / 402 \ I ,051 RkTRAC rj - - - - -- -- - -- el + 1 "OZ _ 1 I 1 1 \ I i10 1 A f I I � Rio I CITY OF RENTON 1 Approved by: Date: Approved by: Date: Approved by: Date: c MotOs14CRRCOnsumna.uc. mi Rights Resenea. ApprovedbY: _ Date: NO. REVISION Ll \ (2.5� �1 1 PROPERTY ��BOUNDARY (TYP.) +\ o o \ � v �a \ TOP A428.7 4 7 ! 'l�; i l TOE 424.0 m".. , 16 \. 1 0 20 414 7`. /� TOP 415.5 412 (2.5 . 13 412 I� I /II BY I DATE I APPR PETER EVANS J2 W° �m \ +1 �1 1 11 1 c \ '+ I � I ozs :M1O q1d R- 312309 RECOMMENDED FOR APPROVAL B - ATF 619 /cf BY _ DATE _ E), ._fw - /Uwi _D- A=/BJzo /y Ev BY_. A TWA LS EXCEEDING 4 -FEET IN HEIGHT WILL REQUIRE STRUCTURAL REVIEW AND A SEPARATE BUILDING PERMIT. 'z LEGEND PAD= PAD ELEVA71ON 10 LOT NUMBER --------- DAYLIGHT LINE - - -- - EXIST. GROUND CONTOUR -420- RNISHED GRADE CONTOUR - SURFACE FLOW /GRADE TOP 450 4) TOP/TOE ELEV. AT FINISH GRADE OF WALL TOE 446 LOCK AND LOAD WALL (SEE DETAIL ON SHEET 03.102) APPROXIMATE EARTHWORK QUANT771ES CLEARING AREA: 4.46 AC CU T. 20,054 CY FILL: 17,052 CY LOT BMP TABLE P LOT TOTAL AREA (SF) MAX IMPERVIOUS AREA (SF)* i 6070 3642 2 5001 3001 3 5001 3001 4 5001 3001 5 5001 3001 6 5001 3001 7 5001 3001 8 6002 3601 9 5001 3001 10 5501 3301 11 6055 3633 12 5847 3508 13 5500 3300 14 5500 3300 15 5000 3000 16 5607 3364 17 5814 3488 18 5534 3 ;120 19 6000 00 20 7748 49 21 5989 3593 22 5000 3000 23 5000 3000 24 5000 3000 25 5826 3496 26 5826 3496 27 5000 3000 28 5000 3000 29 5000 3000 30 6203 3722 31 5500 3300 32 5500 3300 33 11088 4990 34 5915 3549 35 6125 3675 36 6372 3823 *KING COUNTY CODE R4 ZONING MAX IMPERVOUS AREA: LOT AREA < 9076SF = 70% LOT AREA > 9076SF = 55% 10% IMPERVIOUS AREA REDUCTION BMP: LOT AREA < 9076 = 60% LOT AREA > 9076 = 45% CONSULTANTS Ij SBe Planning • Crd E*ncerinG // I ap6 CALL BEFORE 0 50 100 Land lleCmIling.RajeaMenapnent /I \ YOU DIG ]33INASame, 2390101aa(425) 2389 PLAN IN FEET 1-806424.5555 Phonw ww.cphcon f ltants.cX47389 www.cphconsultants.com ultants. coin are sn+e gmneu: n*:n i 02/21/1' CITY OF LIBERTY GARDENS PE R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 2, nom. 0w NO an ac �� DATUM Planning /Building /Public works Dept. OVERALL DRAINAGE PLAN C R. PE ou aor aic aqe sxm: ar: � Anawoxr 9 40 AI-ININININIAV "dtz� y 1 � W N W 4.9) °¢ P PAD=S 4 4317 4 \cw T TOE 428. ( I I 1 1 i i''�OP 4 > 1 15 \ 4 431.7 4.7 ) 427.0 1 0 20 414 7`. /� TOP 415.5 412 (2.5 . 13 412 I� I /II BY I DATE I APPR PETER EVANS J2 W° �m \ +1 �1 1 11 1 c \ '+ I � I ozs :M1O q1d R- 312309 RECOMMENDED FOR APPROVAL B - ATF 619 /cf BY _ DATE _ E), ._fw - /Uwi _D- A=/BJzo /y Ev BY_. A TWA LS EXCEEDING 4 -FEET IN HEIGHT WILL REQUIRE STRUCTURAL REVIEW AND A SEPARATE BUILDING PERMIT. 'z LEGEND PAD= PAD ELEVA71ON 10 LOT NUMBER --------- DAYLIGHT LINE - - -- - EXIST. GROUND CONTOUR -420- RNISHED GRADE CONTOUR - SURFACE FLOW /GRADE TOP 450 4) TOP/TOE ELEV. AT FINISH GRADE OF WALL TOE 446 LOCK AND LOAD WALL (SEE DETAIL ON SHEET 03.102) APPROXIMATE EARTHWORK QUANT771ES CLEARING AREA: 4.46 AC CU T. 20,054 CY FILL: 17,052 CY LOT BMP TABLE P LOT TOTAL AREA (SF) MAX IMPERVIOUS AREA (SF)* i 6070 3642 2 5001 3001 3 5001 3001 4 5001 3001 5 5001 3001 6 5001 3001 7 5001 3001 8 6002 3601 9 5001 3001 10 5501 3301 11 6055 3633 12 5847 3508 13 5500 3300 14 5500 3300 15 5000 3000 16 5607 3364 17 5814 3488 18 5534 3 ;120 19 6000 00 20 7748 49 21 5989 3593 22 5000 3000 23 5000 3000 24 5000 3000 25 5826 3496 26 5826 3496 27 5000 3000 28 5000 3000 29 5000 3000 30 6203 3722 31 5500 3300 32 5500 3300 33 11088 4990 34 5915 3549 35 6125 3675 36 6372 3823 *KING COUNTY CODE R4 ZONING MAX IMPERVOUS AREA: LOT AREA < 9076SF = 70% LOT AREA > 9076SF = 55% 10% IMPERVIOUS AREA REDUCTION BMP: LOT AREA < 9076 = 60% LOT AREA > 9076 = 45% CONSULTANTS Ij SBe Planning • Crd E*ncerinG // I ap6 CALL BEFORE 0 50 100 Land lleCmIling.RajeaMenapnent /I \ YOU DIG ]33INASame, 2390101aa(425) 2389 PLAN IN FEET 1-806424.5555 Phonw ww.cphcon f ltants.cX47389 www.cphconsultants.com ultants. coin are sn+e gmneu: n*:n i 02/21/1' CITY OF LIBERTY GARDENS PE R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 2, nom. 0w NO an ac �� DATUM Planning /Building /Public works Dept. OVERALL DRAINAGE PLAN C R. PE ou aor aic aqe sxm: ar: � Anawoxr 9 40 AI-ININININIAV "dtz� y 1 � W N W LOT BMP TABLE P LOT TOTAL AREA (SF) MAX IMPERVIOUS AREA (SF)* i 6070 3642 2 5001 3001 3 5001 3001 4 5001 3001 5 5001 3001 6 5001 3001 7 5001 3001 8 6002 3601 9 5001 3001 10 5501 3301 11 6055 3633 12 5847 3508 13 5500 3300 14 5500 3300 15 5000 3000 16 5607 3364 17 5814 3488 18 5534 3 ;120 19 6000 00 20 7748 49 21 5989 3593 22 5000 3000 23 5000 3000 24 5000 3000 25 5826 3496 26 5826 3496 27 5000 3000 28 5000 3000 29 5000 3000 30 6203 3722 31 5500 3300 32 5500 3300 33 11088 4990 34 5915 3549 35 6125 3675 36 6372 3823 *KING COUNTY CODE R4 ZONING MAX IMPERVOUS AREA: LOT AREA < 9076SF = 70% LOT AREA > 9076SF = 55% 10% IMPERVIOUS AREA REDUCTION BMP: LOT AREA < 9076 = 60% LOT AREA > 9076 = 45% CONSULTANTS Ij SBe Planning • Crd E*ncerinG // I ap6 CALL BEFORE 0 50 100 Land lleCmIling.RajeaMenapnent /I \ YOU DIG ]33INASame, 2390101aa(425) 2389 PLAN IN FEET 1-806424.5555 Phonw ww.cphcon f ltants.cX47389 www.cphconsultants.com ultants. coin are sn+e gmneu: n*:n i 02/21/1' CITY OF LIBERTY GARDENS PE R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 2, nom. 0w NO an ac �� DATUM Planning /Building /Public works Dept. OVERALL DRAINAGE PLAN C R. PE ou aor aic aqe sxm: ar: � Anawoxr 9 40 AI-ININININIAV "dtz� y 1 � W N W *KING COUNTY CODE R4 ZONING MAX IMPERVOUS AREA: LOT AREA < 9076SF = 70% LOT AREA > 9076SF = 55% 10% IMPERVIOUS AREA REDUCTION BMP: LOT AREA < 9076 = 60% LOT AREA > 9076 = 45% CONSULTANTS Ij SBe Planning • Crd E*ncerinG // I ap6 CALL BEFORE 0 50 100 Land lleCmIling.RajeaMenapnent /I \ YOU DIG ]33INASame, 2390101aa(425) 2389 PLAN IN FEET 1-806424.5555 Phonw ww.cphcon f ltants.cX47389 www.cphconsultants.com ultants. coin are sn+e gmneu: n*:n i 02/21/1' CITY OF LIBERTY GARDENS PE R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 2, nom. 0w NO an ac �� DATUM Planning /Building /Public works Dept. OVERALL DRAINAGE PLAN C R. PE ou aor aic aqe sxm: ar: � Anawoxr 9 40 AI-ININININIAV "dtz� y 1 � W N W D8 )R 8 8 08 08 A PORTION OF THESE 1 /4 OF SECTION 14 TO WP Lu I 1\O l O 1i I F: [2 �c0 � � U 21 p 20 Lij CAVALLA PLAT 5416 .F r420 S.r. 6589 S.F. 5691 �S.E 18 -j y I INT 12 +39.29 SE 1407H S T 7216 S.F. N =1 2= 20+ 2 INT RDA VENUE SE T LL E= 1321170.941 o° N= 17666898 N= 176661.51 E= 1321409.46 E= 13216612.41 58878'37E 70.02' - - - 5'PLAN7ER - 1 - _.. - -1 r -- - - - -- 8 f10' LANDS pE I I I WETLAND ESMT. 1 w III so o SF soo sF 3 4 11 III 5 6 1 7 1 S' SIDEWALK 5001 SF 5001 SF 5001 SF 5001 SF 5001 SF B 9 1D 11 a Z 6002 SF 5001 SF 5501 SF 6055 SF F W 1 1- 11 r10' PUE 8.0' P TER U SIDEWAIkI Y IN. TYR 0 / 0 0 I- 7+ S887837"E 1 °oS88Y8'3TE1 + _..:.:._.7 +00 i I . 2 239'29 253.07' SE 140 HST ER ET N + S887837 E + ~ ,`` �1 / 0,1 3 158.14' \ -- W 5 4 M INT49+ 99. SE 140761 TR j I Imo- -j IOLNU AVENUE N= 176676.05 I\ 7 E= 1321170.09 �o \ MONUMENT isw.. 30 1 1 21 + _ 5' PLANTER) E1=1 00 19.77 36 1 1 35 34 5sas sF 1 12 1 1 5687 SF - - - -_ - - _ .. 5847 SF . N -1 66 1.03 1 s2D3 SF - I L. - - - - - - . I ( - 7014 SF 5711 SF I - -- - I 10 EWER ESMT. PRIVATE - + - 5' PRIVAIE - - - , - - - - - - STORM ET _ 29 STORM ESMT. 5' SIDEWALK - - -- - -- t3 - s000 SF 1 22 � - 13 I - - - - - -_ - - - - - -- -- -- !n 5000 SF , 5500 SF - 32 - -- °o I 5500 SF 6 ' 2B 23 + r2' LANDSCAPE ESMT. + r' 1 -- - - - - - - -- -- 1>z3aa35F Soo D sF I SDDD sF 31 - -y _ IN TYP \ 5500 SF 95' 27 1 24 5000 SF 5000 SF 2 15' PUBLIC -\ - - - - --- - -- = - - - -I PT 25 B8.9 T' \ ISEWER ESMT. \ \ PC =22 +73.19 -- R- 55.0000" _ Z 26 L =86.4' 25 + - - - \ 5826 SF h l 5826 SF 16 - --�`�o \ PT =23 +59.59 PC =25 +0259 sso7 sF Z 1 WIDE PAVED PRIVA DRIVEWAY \EE NOTE 6 \ + 00 0\ -- - - - -- - - - \ S8937'O5� S335826"E 1 \ 4= 90'0000" R =55.0' 163RDAIjENUESE 14300' 54.65' 17 1 .�...._. \ p .. 814 SF L =86.4 5 ' \ ' _ PC=50 +54-6 - - J : \ RECREATION\ l 2 Il/ \j \ TRACT 0 - - �i' \ 16,786 SF p -PT =50 +78.70 - '� d= 348121 5534 SF R =40.1 18 = - \ \ S ' 0" INT 5 35.11 163 U SE L 24.0' S 0 = 50+ .00 1 - 9 N= 176348.61 E= 1321635.99 ° 0 \\ 19 Q OS 1 - - 6000 5F e \ \ \ STORM TRACT (PUBLIC) SD 2255"W o \1 1 37,764 SF 88.58' PUBLIC _ It) ' � �) S 1+ 7. 8 - o = 176192.0 STORM ESMT. \ �- E= 13216727✓ 7 48 SF Sri SO c \ t o I O o W CowiptQ2014CPHConsulUnta,t ,NIRiV)ts 3 N. RANGE 5 E, W.M. k ` O; W E= 1321821.33 FP-f0' LANDSCAPE ESMT. T. BOUNDARY (TYP.) 'o 1+ INT i6 N= 176656.86 E=1321820.48 �-x (TYP.)_ 0 r5' ROW DEDICATION I �O m Is, CITY OF RENTON by: Date: by: Date: by: Date: 3 N. RANGE 5 E, W.M. k ` O; W E= 1321821.33 FP-f0' LANDSCAPE ESMT. T. BOUNDARY (TYP.) 'o 1+ INT i6 N= 176656.86 E=1321820.48 �-x (TYP.)_ 0 r5' ROW DEDICATION I �O m Is, LIGHT (TYP.) I STA 36 +55.7 N= 176127.67 E= 1321816.96 IM' S Z G O 37 +54. 0.00' T N =17 .41 w -E-1321816.130 rn \\� I 7 -RAFT 0 w A CONSTRUCTION NOTES O GROUND MOUNTED STREET NAME SIGN PER CDR STD. DWG. G013 O MONUMENT CASE AND COVER PER COR STD. DWG. H031 0TYPE 111 BARRICADE PER COR STD. DWG. H018 CURB RETURN TABLE NO. RADIUS L d TL LOCATION O 35.0' 54.19' 8842'13" I 412 =10 +27.27, 22.97' LT PC =10 +16.47, 47.21' LT O o � o � 412 =10 +26.15, 22.06' RT O LIGHT (TYP.) I STA 36 +55.7 N= 176127.67 E= 1321816.96 IM' S Z G O 37 +54. 0.00' T N =17 .41 w -E-1321816.130 rn \\� I 7 -RAFT 0 w A CONSTRUCTION NOTES O GROUND MOUNTED STREET NAME SIGN PER CDR STD. DWG. G013 O MONUMENT CASE AND COVER PER COR STD. DWG. H031 0TYPE 111 BARRICADE PER COR STD. DWG. H018 CURB RETURN TABLE NO. RADIUS L d TL LOCATION O 35.0' 54.19' 8842'13" PT =10 +51.73, 13.00' LT 412 =10 +27.27, 22.97' LT PC =10 +16.47, 47.21' LT O 35.0' 51.77' 8445'08" PT =10 +49.77, 13.00' RT 412 =10 +26.15, 22.06' RT PC =10 +14.82, 44.68' RT O 35.0' 54.18' 88'41132" PT =12 +2737, 47.20' RT 412 =12 +16.84, 22.97' RT PC =11 +92.38, 13.00' RT ® 35.0' 55.78' 9178'28" PT =12 +88.40, 13.00' RT 412 =12 +6337, 23.54' RT PC =12 +5341, 48.80' RT O 35.0' 54.18' 88'4132" PT =14 +80.43, 4720' RT 412 =14 +69.91, 22.97' RT PC =14 +45.44, 13.00' RT © 35.0' 55.78' 9178'28" PT =15 +41.47, 13.00' RT 412 =15 +16.44, 23.54' RT PC =15 +06.48, 48.80' RT O7 35.0' 54.18' 88'4132" PT =16 +31.57, 4720' RT 412 =16 +21.05, 22.97' RT PC =15 +96.58, 13.00' RT ® 35.0' 55.78' 9178'28" PT =16 +29.38, 48.80' LT 72=16 +19.42, 23.54' LT PC =15 +54.37, 1300' LT NOTE' ALL CURB DATA IS PROVIDED AT C AT FRONT FACE OF CURB NOTES: 1. FINAL LOCA71ON OF STREET SIGNS SHALL BE CONFIRMED BY CITY INSPECTOR PRIOR TO INSTALLATION. 2. FENCE, VEGETATION, OR FIXED OBJECTS SHALL NOT INHIBIT SITE DISTANCE. - J. ALL U71LI71ES SERVING SITE SHALL BE UNDERGROUND. 4. A MINIMUM 5' SEPARA77ON BETWEEN DRIVEWAYS AND iN CGMPLIANCE WITH CI'TYOF PROPERTY LINES SHALL BE PROVIDED. 5. A MINIMUM 2' SEPARATIONBETWEEN DRIVEWAYS AND ADA i STANDARDS. -CURB -RAMPS SHALL BE PROVIDED. BY: - S; A PRIVATEi PAVED DRIVE SHALL BE PROVIDED AS SHOWN FOR I BY:_� ' FIRE/EMERGENCY VEHICLE ACCESS TO LOT 33. THIS DRIVE SHALL BE 16 FEET WIDE IF'7HE RESIDENCE IS SPRINKLED, 20 B�,; -- T� ANON- SPRINKLERED RESIDENCE, OR AS MAY i _ - OTHERWISE -BE APPROVED BY THE FIRE OFFICIAL AT THE TIME `- -BP-'B1ittBING PERMIT. BY: - 312310 I uuNaimuunun rcmmn ,vrrRUVAAL I UDO 1I i eoa I 1"=50' DATUM CITY OF MIN R E N TO N Planning /Building /Public Works Dept. � W N � . AMIE B. SCHROEDER, PEI W �` PETER EYANS p2 acx AMIE B. SCH DER. PE M- . -I w xm M nr M1°1p""' NO. REVISION BY DATE APPR nvvRnvm 95 y0 C P Fgs7 STS ` \ CONSULTANTS Site Planning • Civil Engneedng CALL BEFORE land Use Caisulting• ROjeG Management 0 50 100 YOU DIG 1- 8004245555 7337MAVenuasma100 l �.wASeaa PLAN IN FEET ftw(425) 2962 39 0 1 FAk 612512852399 www.cphconsultants.com are LIBERTY GARDENS oz /z1/1! ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS "6°BJOi' PILL owwH6 xo: TRANSPORTATION PLAN 02.10 CD.12 ry r `m � K O � oa m � � W N W COR I L308 Date: 11308 w 1308 Date: 1308 FINISHED GRADE CONTOUR 1308 O 308 0 308 W 308 J LL w C0 z z w U Q W K a Q 'CIIII if J WETLAND LIMITS 1\ li I A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N. RANGE 5 E, W.M. Vii. C � \i"j� PAD =430.1 l PAD -4 pqD =433.8 � ' \ \ R4Drt435.3 PAD= v3 - \4\ 6424 S.F. 6420 S.F. ii',-895\Fi\ TOP 444.0 5 R (y b TOP 459 7 I TOE 438.8 T) j TOE 450 7 440.0 3 X2.2) OP 445. 4.9) �� a)*\453.0 I by: Date: by: Date: by: Date: -420- FINISHED GRADE CONTOUR - SURFACE FLOW /GRADE ToOE 446 / T4) TOP/TOE ELEV. AT FINISH GRADE OF WALL 435.3 I r X--- APPROXIMATE EARTHWORK QUAN77TIES CLEARING AREA: 4.46 AC CU T., - - FILL: 17,052 CY 438.3 440.8 MWEN� v 442.1 9 442.4 444.9 PA -4373 AD= 8.3 PAD =439. I6 I� Il�t 12 443.0 0 / 6 u 443.5 92M1 ii a1 15 q2 433.7 I� 426.5 429.0 17 I II EC WETLAND LIMITS 1\ li I A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N. RANGE 5 E, W.M. Vii. C � \i"j� PAD =430.1 l PAD -4 pqD =433.8 � ' \ \ R4Drt435.3 PAD= v3 - \4\ 6424 S.F. 6420 S.F. ii',-895\Fi\ TOP 444.0 5 R (y b TOP 459 7 I TOE 438.8 T) j TOE 450 7 440.0 3 X2.2) OP 445. 4.9) �� a)*\453.0 `•'TOES 28.0 1 f III J D=43O.2 - PAD 32.4 PAD -433.5 PAD243.3 36 r" v 35 v 3 P D = a3zz 23' li PAD =421. - I, 76P 43 �2 5.4� P =� .3 OE 424. \ 2 v a P 29 a i- v f I wP a P =42 J TO 425: 4 'l \ `I'• v I°o v l I / \ ' . / ' �` , \ OP ` PV A\ = 423D 3 \ v P=c,( 4 6O82 � 3 TOP 4 33 / T O 2.9 \2 \ ` A PA Y). 421'°' �II� T ` (VIII I � � \ TOP 4ZO . 2. A 420. _ 31 Ali l ll v TO 41 r3� °,z T SS \ _ w PA =419.7 OE 416. 4' v b�415 I Is♦rwu,, �t- ..__ #, � _ \ \ �...,.� ».�» „. � '. PAD =416.8 d,a stb _ 1 v \� v\ `•V , li �ii�o- �� 26 -25 - RECPFAT1 N 18 0 ri 410 �� V A v -v V ,• ` \ v v I VI I I 1 1 V "v A\ \� \\ A �� v v v STORM TRACT (PUBLIC) \v I ��06 17 I I ,� / I ,I A ,• 1 I �''i 1 A � I I I 1 CoWipt ®2016CPHConsultant;t Al CITY OF RENTON by: Date: by: Date: by: Date: -420- FINISHED GRADE CONTOUR - SURFACE FLOW /GRADE ToOE 446 / T4) TOP/TOE ELEV. AT FINISH GRADE OF WALL 435.3 LIP P X--- APPROXIMATE EARTHWORK QUAN77TIES CLEARING AREA: 4.46 AC CU T., - - FILL: 17,052 CY 438.3 440.8 MWEN� v 442.1 9 442.4 444.9 PA -4373 AD= 8.3 PAD =439. I6 Pi n 12 443.0 0 / 6 oil 443.5 92M1 436.1 � 15 q2 433.7 7 426.5 429.0 17 422.0 424.5 18 420.0 422.5 19 418.0 420.5 aEa� 415.0 4175 21 431.3 1 433.8 t 429.3 431.8 23 424.9 427.4 24 r�lIgo 422.9 25 Imo® 418.3 26 `•'TOES 28.0 1 f III J D=43O.2 - PAD 32.4 PAD -433.5 PAD243.3 36 r" v 35 v 3 P D = a3zz 23' li PAD =421. - I, 76P 43 �2 5.4� P =� .3 OE 424. \ 2 v a P 29 a i- v f I wP a P =42 J TO 425: 4 'l \ `I'• v I°o v l I / \ ' . / ' �` , \ OP ` PV A\ = 423D 3 \ v P=c,( 4 6O82 � 3 TOP 4 33 / T O 2.9 \2 \ ` A PA Y). 421'°' �II� T ` (VIII I � � \ TOP 4ZO . 2. A 420. _ 31 Ali l ll v TO 41 r3� °,z T SS \ _ w PA =419.7 OE 416. 4' v b�415 I Is♦rwu,, �t- ..__ #, � _ \ \ �...,.� ».�» „. � '. PAD =416.8 d,a stb _ 1 v \� v\ `•V , li �ii�o- �� 26 -25 - RECPFAT1 N 18 0 ri 410 �� V A v -v V ,• ` \ v v I VI I I 1 1 V "v A\ \� \\ A �� v v v STORM TRACT (PUBLIC) \v I ��06 17 I I ,� / I ,I A ,• 1 I �''i 1 A � I I I 1 CoWipt ®2016CPHConsultant;t Al REVISION 442.4 T=Z8 CITY OF RENTON by: Date: by: Date: by: Date: REVISION 442.4 T=Z8 (2.5) 1 -,20 \ fi4 ��'. TOP 415.5 U2 25 , •� TOP74 .5 ( 13 9 412 I U RgGF� I I� I/ BY I DATE I APPR AMIE S. SCHROEDE ;;;w- PETER EVANS \ \ N PROPERTY BOUNDARY (TIP.) �\ o o \ 9) y \ I� \N :I t 7) 1 11 s I, J, �m \ pal + PAD ELEVATION 10 II 11 N - - - - EXIST. GROUND CONTOUR -420- FINISHED GRADE CONTOUR - SURFACE FLOW /GRADE ToOE 446 / T4) TOP/TOE ELEV. AT FINISH GRADE OF WALL 435.3 LIP P (SEE DETAIL ON SHEET C3.102) APPROXIMATE EARTHWORK QUAN77TIES CLEARING AREA: 4.46 AC CU T., 20,054 CY FILL: 17,052 CY 438.3 440.8 MWEN� 439.6 442.1 9 442.4 444.9 10 447.8 + I6 450.2 n 12 443.0 0 13 oil 443.5 92M1 436.1 � 15 q2 433.7 16 426.5 429.0 17 422.0 424.5 18 420.0 422.5 19 418.0 420.5 aEa� 415.0 4175 21 431.3 1 433.8 t 429.3 431.8 23 424.9 427.4 24 r�lIgo 422.9 25 Imo® 418.3 26 416.8 419.3 27 419.7 422.2 28 424.3 426.8 29 429.7 432.2 30 432.2 434.7 31 421.0 423.5 32 423.0 425.5 33 421.2 423.7 34 424.5 427.0 35 423.4 1 425.9 36 C► 1 423.7 - r _ 0 ' OOAA I m�crm_ t t I......I: z ' (2.5) 1 -,20 \ fi4 ��'. TOP 415.5 U2 25 , •� TOP74 .5 ( 13 9 412 I U RgGF� I I� I/ BY I DATE I APPR AMIE S. SCHROEDE ;;;w- PETER EVANS \ \ N PROPERTY BOUNDARY (TIP.) �\ o o \ 9) y \ I� \N :I t 7) 1 11 s I, J, �m \ pal + a,2 7 R -31231 � I •� I a I I �\ 1 406 �O6 I t- 1 " =50' I ac .rat atu -scvr\ s tm atc rat sn.,. a�rpmralr LEGEND Pao= PAD ELEVATION 10 II 11 DAYLIGHT LINE - - - - EXIST. GROUND CONTOUR -420- FINISHED GRADE CONTOUR - SURFACE FLOW /GRADE ToOE 446 / T4) TOP/TOE ELEV. AT FINISH GRADE OF WALL 435.3 1 1 P (SEE DETAIL ON SHEET C3.102) APPROXIMATE EARTHWORK QUAN77TIES CLEARING AREA: 4.46 AC CU T., 20,054 CY FILL: 17,052 CY 438.3 440.8 8 439.6 442.1 9 442.4 444.9 10 447.8 + I 450.2 n 12 443.0 0 13 441.0 443.5 92M1 436.1 � 15 q2 a,2 7 R -31231 � I •� I a I I �\ 1 406 �O6 I t- 1 " =50' I ac .rat atu -scvr\ s tm atc rat sn.,. a�rpmralr LEGEND Pao= PAD ELEVATION 10 LOT NUMBER --- - - - - -- DAYLIGHT LINE - - - - EXIST. GROUND CONTOUR -420- FINISHED GRADE CONTOUR - SURFACE FLOW /GRADE ToOE 446 / T4) TOP/TOE ELEV. AT FINISH GRADE OF WALL 435.3 LOCK AND LOAD WALL 5 (SEE DETAIL ON SHEET C3.102) APPROXIMATE EARTHWORK QUAN77TIES CLEARING AREA: 4.46 AC CU T., 20,054 CY FILL: 17,052 CY LOT GRADING LOT NO. PAD ELEV. FINISHED FLOOR ELEV. 1 430.1 432.6 2 431.9 434.4 3 433.8 436.3 4 435.3 437.8 5 435.9 438.4 6 438.3 440.8 7 438.3 440.8 8 439.6 442.1 9 442.4 444.9 10 447.8 450.3 11 450.2 452.7 12 443.0 445.5 13 441.0 443.5 14 436.1 1 438.6 15 431.2 433.7 16 426.5 429.0 17 422.0 424.5 18 420.0 422.5 19 418.0 420.5 20 415.0 4175 21 431.3 1 433.8 22 429.3 431.8 23 424.9 427.4 24 420.4 422.9 25 415.8 418.3 26 416.8 419.3 27 419.7 422.2 28 424.3 426.8 29 429.7 432.2 30 432.2 434.7 31 421.0 423.5 32 423.0 425.5 33 421.2 423.7 34 424.5 427.0 35 423.4 1 425.9 36 421.2 1 423.7 C PJL I CONSULTANTS Site Nanning • CW Eroneeting 0 50 100 CALL BEFORE I Land Use Cori - ProjectWriagement YOU DIG 1331NAwnue WW10011e(AW,WA9M PLAN IN FEET 1- 800.4245555 Pl (425)285-2390 I Fat425)2a52389 www.cDhconsultants.com are CITY OF LIBERTY GARDENS 02/21/1' R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS H°` " Dlurmto NO DATUM Planning /Building /Public works Dept. OVERALL SITE GRADING PLAN C3.00 11 X40 cam, -37a3 a] 2OR m v m ' " K C) -D V � N W CK -COR 351308 1351308 :. w I I \ I op BY: ' BY: 351308 10 +77.37, � LT 18' ' STA 11 +27.38, 351308 LT 18' 3 I 11 +77.39, 1300' LT 351308 4 O 12 +27.70, 13.00' LT 18' 5 51308 12 +55.70, (� LT I 34 STA 11 +69.80, 15 151308 RT J 35 M 11 +41.80 1300' RT 18' 36 3 �- 10+85.79, vv 4v PAD =430.1 / PA =431.9 v - D =433.8 \ \ z LOW EL: 42889 _ _ AD =435. \ '9+99,84. 1 7 1 INT 12 +3�: SE 140TH E •� CB1 I 7 = 20+00.00 '163RD AVEN E TA 10 +4259 14.73' LT 5 // 5 STA 12 +08.02, 1J.5-0'-LT \\ \ 428.0 C1180' CB180, TIP t � \ CB i STA f0 +46. 8, 1262'/LT 20 IE =428.4 CB170, TYPE 2 -48° 19 STA 1 -51.24, 10 21LF / fig 22�, 13.15' LT STA 11+9 V A� AI 8 TIP. Y\ RD RD RD � I �- :I,,. oo"0 52Lk 10 Nm C/) I :? z Z EXIS77NG GRADE _ I I� - ¢ C^y C W .� : : : v� s FINISH GRADE ® ROADWAY CL : U w c) ° M :.. '4 +� _mill o - _. {,M -_. 0 0. Q ._ _. .440 �•tD. 0 J- mm W�F-N W " it Ed M a. J t/Wj ?4�L,. 430 430 I :. 't I 1 f I f � BY: DATE: BY: l 10 +77.37, � LT 18' 2 STA 11 +27.38, 1300' LT 18' 3 STA 11 +77.39, .I {j _L II / \ / A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23 N. RANGE 5 E, W.M. ,h - CB185, -TYPE 7 W STA 10+46.58 12. ' RT 20 0 3 r 7 10 21LF M i I I 5 PAD =435.9 \ iL IE =430.6 l PAD 6 37.3 1 11 I Rr Rc ( i O V W U) N M H Z V "I 1 AA IE =428.6 428.0 .101 CB176, P E ti f , _ / CB165, TIFF 1 / IN COMPLIANCE WITH CITY OF RENTON ' STANDARDS BY- DATE: I f � BY: DATE: BY: I 10 +77.37, � LT 18' 2 STA 11 +27.38, 1300' LT 18' 3 STA 11 +77.39, 1300' LT 18' 4 STA 12 +27.70, 13.00' LT 18' 5 STA 12 +55.70, 1300' LT 18' 34 STA 11 +69.80, 13.00' RT 18' 35 STA 11 +41.80 1300' RT 18' 36 3 �- 10+85.79, vv 4v PAD =430.1 / PA =431.9 v - D =433.8 \ \ z LOW EL: 42889 _ _ AD =435. \ '9+99,84. 1 7 1 INT 12 +3�: SE 140TH E •� CB1 47 +26.42 62ND AVENUE 7 = 20+00.00 '163RD AVEN E TA 10 +4259 14.73' LT 5 // 5 STA 12 +08.02, 1J.5-0'-LT \\ \ 428.0 C1180' CB180, TIP 1 / IE =422.6 \ CB i STA f0 +46. 8, 1262'/LT 20 IE =428.4 CB170, TYPE 2 -48° 19 STA 1 -51.24, 10 21LF / fig 22�, 13.15' LT STA 11+9 V A� AI 8 TIP. l o> ROW RD RD RD � I �- :I,,. oo"0 52Lk 10 Nm ,h - CB185, -TYPE 7 W STA 10+46.58 12. ' RT 20 0 3 r 7 10 21LF M i I I 5 PAD =435.9 \ iL IE =430.6 l PAD 6 37.3 1 11 I Rr Rc ( i O V W U) N M H Z V "I 1 AA IE =428.6 428.0 .101 CB176, P E ti f , _ / CB165, TIFF 1 / IN COMPLIANCE WITH CITY OF RENTON ' STANDARDS BY- DATE: BY: DATE: BY: DATE: BY: DATE: CONSTRUCTION NOTES 7O SPILL CONTROL TEE PER CDR STD. PLAN 23200 O2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. PLAN F001 6" PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE III BARRICADE PER CDR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3102 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. Io BY-- DAIR B ' -- n TT. BY- --=- - - - - -- CPIH tp. ^7 N V O h a O DO N of h N N � O 7 ^ n 2 O O, n W Cn R � O �a - ^ h m to N cd N N � n nt h a N O O O M co 'n m n '� h^ a 1 I �^6 �� �� M -� N� N NN NN �M �,� �,.� �,� �,� �,� �,� CONSULTANTS v'..vN `r'.v v_.v `r v" `�,.v ":v v.:v °: °':v a:v v.:v v.:v ""'.v d',c Site Planning •CMIEngineedng CALL BEFORE Land Use Consulting• ilea Management YOU Die 1a37MAMn Siee100I101tlsM.M!)8033 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 13 +20 1- 800.4245555 Phw .(425)aas23eDIFU0142512852389 WWW.CDhconsultants.com 0 10 20 CITY OF R NTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS '""''"FR scYC wWrcH: xqv tcep o.�02/21/1, N/A 1p�01°LND1061M1 .'9 CITY OF LIBERTY GARDENS Approved by: Date: S ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET JAMIE S. SCHROEDER, PE wk R E N TO N ° 0 20 40 Approved by: Date: 0P1"` PETER EVANS a� aFn oruWxc ao: DATUM HORIZ. IN FEET Approved by: Date: AMm E B. SCHROEDER, PE Plan ning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 C W#It®1034C HC nsuHa ,LLC. m1RA Res¢rv¢E. Approved b : Date: NO. REVISION BY DATE APPR MR°^APPROVED 'OCp1p1pLY sam, 12 40 cD'. A- NNNNA7 r -) m on C) ND O m � W N w ' DRIVEWAY TABLE LOT STATION, OFFSET STA 11+ .22, WIDTH 1 STA 10 +77.37, 13.00' LT 18' 2 STA 11 +27.38, 1300' LT 18' 3 STA 11 +77.39, 1300' LT 18' 4 STA 12 +27.70, 13.00' LT 18' 5 STA 12 +55.70, 1300' LT 18' 34 STA 11 +69.80, 13.00' RT 18' 35 STA 11 +41.80 1300' RT 18' 36 STA 10+85.79, 1300' RT 18' CONSTRUCTION NOTES 7O SPILL CONTROL TEE PER CDR STD. PLAN 23200 O2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. PLAN F001 6" PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE III BARRICADE PER CDR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3102 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. Io BY-- DAIR B ' -- n TT. BY- --=- - - - - -- CPIH tp. ^7 N V O h a O DO N of h N N � O 7 ^ n 2 O O, n W Cn R � O �a - ^ h m to N cd N N � n nt h a N O O O M co 'n m n '� h^ a 1 I �^6 �� �� M -� N� N NN NN �M �,� �,.� �,� �,� �,� �,� CONSULTANTS v'..vN `r'.v v_.v `r v" `�,.v ":v v.:v °: °':v a:v v.:v v.:v ""'.v d',c Site Planning •CMIEngineedng CALL BEFORE Land Use Consulting• ilea Management YOU Die 1a37MAMn Siee100I101tlsM.M!)8033 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 13 +20 1- 800.4245555 Phw .(425)aas23eDIFU0142512852389 WWW.CDhconsultants.com 0 10 20 CITY OF R NTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS '""''"FR scYC wWrcH: xqv tcep o.�02/21/1, N/A 1p�01°LND1061M1 .'9 CITY OF LIBERTY GARDENS Approved by: Date: S ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET JAMIE S. SCHROEDER, PE wk R E N TO N ° 0 20 40 Approved by: Date: 0P1"` PETER EVANS a� aFn oruWxc ao: DATUM HORIZ. IN FEET Approved by: Date: AMm E B. SCHROEDER, PE Plan ning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 C W#It®1034C HC nsuHa ,LLC. m1RA Res¢rv¢E. Approved b : Date: NO. REVISION BY DATE APPR MR°^APPROVED 'OCp1p1pLY sam, 12 40 cD'. A- NNNNA7 r -) m on C) ND O m � W N w ' STA 10 +42.87, 14.7/ M1 5 35' STA 11+ .22, 1225 RT 34 PAD =433.5 IE =429.1 *- ( I I STA 124179.45, 1122" RT : V4 1 SEE C3.03 PAD02.2 w m H >4 N rn PV/ STA: 11 +89.82... 450 W ¢ ^ N w +a m LOW PT STA: 10 +46.58 PVI EL :43358 100.00'VCzo ¢ v¢ - :_. z LOW EL: 42889 _ _ -''- __450... PW STA:: 10 +64.82 N I`J PVI EL: 428.27 foo.00' VIC :I,,. oo"0 Nm :? - - WO1i EXIS77NG GRADE _ _ I� - ¢ C^y C o .� : : : v� : vcw.i_ FINISH GRADE ® ROADWAY CL : .N._v +ov iriv- o �® ROADWAY ¢ :- ° M :.. '4 +� _mill o - _. {,M -_. ._ _. .440 �•tD. +N mm W�F-N it Ed 430 430 -- E - : 146LF 2 °. SD I I 12': -\ + - - - _ S 1.009 -- - -�_ _.. ,- e. -. s =1.00R _. ° :: : -. 420_ :. _ `�' Cs TYPE 1 _� _ -. _.. 1 -. CB150 TYPE 2 -48' C6160 ,TYPE f .. .420 ..._..,.. RIM2 -S) =42 IE(125)- 424.36 - CB370 TYPE 2 -48° RIM = 434.43 RIM =43513 j1E(12S)= 429.63 - - - : IE(12°E)= 424.38 Es RIM=11. IE(12'2 : 1E(12'= IE(12'1l= L AJ - IE(6N)= 424.86 IE(12'E)= 422.90 ¢ IE(12"W)= 422:90 IE(125)=422.31 IE(6N)= 430.65 410 ...430 ... - _. ...RIM= CB175 TYPE 1 4331f' .. cn IE(12S) =.422:.90 _.. .440 - ....410... /E(12N)= 429.11 IE(6N)= 423.40 CB165 TYPE 1 _ :_: 25 12 SD : : : IE(6 S)- 429.61 RIM = 434.92 6 6 IE(12N)= 430:90 5 =1.00 400 CB :TYPE 1 : : : : : : Al 12' S 8 _ _ ..400... RIM= 428.62420 430 0 `SCF 430 S_g0% IE(12N)= 424.61 - : : 7�° IE(65)= 425.77:: ::: ::: :: d� ?y Sp: e 390_ :.. _ :. _. 420 _:.. _ _ ._.420 ..... -..:. _:._ _:. ..... :._: _ ._390.._ ELEVATION AT EXIST. GROUND r ELEVATION AT FINISH GRADE CONSTRUCTION NOTES 7O SPILL CONTROL TEE PER CDR STD. PLAN 23200 O2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. PLAN F001 6" PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE III BARRICADE PER CDR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3102 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. Io BY-- DAIR B ' -- n TT. BY- --=- - - - - -- CPIH tp. ^7 N V O h a O DO N of h N N � O 7 ^ n 2 O O, n W Cn R � O �a - ^ h m to N cd N N � n nt h a N O O O M co 'n m n '� h^ a 1 I �^6 �� �� M -� N� N NN NN �M �,� �,.� �,� �,� �,� �,� CONSULTANTS v'..vN `r'.v v_.v `r v" `�,.v ":v v.:v °: °':v a:v v.:v v.:v ""'.v d',c Site Planning •CMIEngineedng CALL BEFORE Land Use Consulting• ilea Management YOU Die 1a37MAMn Siee100I101tlsM.M!)8033 10 +00 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 13 +20 1- 800.4245555 Phw .(425)aas23eDIFU0142512852389 WWW.CDhconsultants.com 0 10 20 CITY OF R NTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS '""''"FR scYC wWrcH: xqv tcep o.�02/21/1, N/A 1p�01°LND1061M1 .'9 CITY OF LIBERTY GARDENS Approved by: Date: S ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET JAMIE S. SCHROEDER, PE wk R E N TO N ° 0 20 40 Approved by: Date: 0P1"` PETER EVANS a� aFn oruWxc ao: DATUM HORIZ. IN FEET Approved by: Date: AMm E B. SCHROEDER, PE Plan ning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 C W#It®1034C HC nsuHa ,LLC. m1RA Res¢rv¢E. Approved b : Date: NO. REVISION BY DATE APPR MR°^APPROVED 'OCp1p1pLY sam, 12 40 cD'. A- NNNNA7 r -) m on C) ND O m � W N w )K_COR - 351308 _. 351308 w 351308 351308 c) 351308 0 51308 (� 'p w J_ L.L f � z Z Lu U Q w 'o a Q } LL m J H O V Lu ,,W ^^ _) N Lu M Z A PORTION OF THE SE 23 N, RANGE 5 E, W.M. 470 - DRIVEWAY TABLE _. _.. _._ - PV/ STA: .. PV/ EL: 14 +73.12 439.26. WI07H PW STA: : 15+79.80 13 +7244, 13.00' LT 18' ° - - 14 +37.46, 13.00' LT 18' 9 100.00' VC 14 +87.47, 13.00' LT PVI EL• :450.99 STA 15 +42.49, 13.00' LT z 11 STA 15 +70.49, 13.00' LT 18' 100.00' VCvc - 460 v n. : i , 4 +,v 6i L;j : WW0m In W N h 450 I QFINISH GRADE ® ENV 11.0 p• - 77LF 12� SD - -- ROADWAY CL : z p 4, V EXISTING GRADE —. _ - 615190 TYPE 1 440 L.LI 0 ROADWAY ¢ _ B _.- RIM= 450.98 - - 1'2 - -- - °-`_ .. IE(12 -W)= 447.38.. .. _ U2.008 - -- _ I _ _ - S. _ -, _ _ _ .. _'. a RIM=4 -- - -'�� - -- _-. —_ I 440.92 430.. IE(12 S) =440.92 - - - - w.JE(12E)= 440.92.:. IE(69V)= 441.42 ...RIM -44007 IE(12S)= 435.18 IE(12E) =435.18 26LF 12" SD 420 _... - _... _.. _ _.JE(6 -N)= 435.68 N _ 440. J RIM =44518 IE(127q)= 441.18 410 rELEVA71ON AT EXIST. GROUND 400 I EELEVATION AT FINISH GRADE M0 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 16 +40 16 +80 470 460 IN COMPLIANCE WITH CITY OF RENTON ST NDARDS 450 BY DATE: S 8 f BY: �� DATE: BY: - DATE: - 440 _ BY: DATE: 430 420 410 17 +20 0 10 20 lY OF 10EIN I UIN vvnomvvuvn rnmm� nrrnvvmu uno uoo - - - -- -- —rI Approved by Date: 5'(9 (IN N/A ,� �I E. M CITY OF VERT. IN FEET NAIE B. SCHROEDER, PE R E N TO N uIL 0 20 40 Approved by Date: ow.�• REIER EVANS aYE w3 DATUM Approved b Dale: rAVA� u •Ii Planning /Building /Public Works Dept. HORIZ. IN FEET pp y' AMIE B. SCHROEDER, PE r xor ac xa ro �O „mso24cPH�nsuwM,UCNIRPO,,.R••_ry .Approved by: Date: _. NO. REVISION BY DATE APPR eR°"APPROVED CONSTRUCTION NOTES O SPILL CONTROL TEE PER COR STD. PLAN 237.00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 6O PIPE INLET PR07EC170N PER DETAIL ON SHEET C3.103 O ROADWAY SURVEY MONUMENT WI7H CASE PER CDR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. PLAN F001 6” PVC (UNLESS N07ED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR S7D. PLAN F010 1Y CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 13 MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLEC7ION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE III BARRICADE PER CDR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC77ONAL VANED GRATE PER CDR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS N07ED OTHERWSE ON PLANS OR PROJECT DETAILS 2 ALL CATCH BASIN LOCA7IONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET 0.102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WAECTANGULAR METAL FRAME AND VANED GRA7E PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. R- 312313 6 KEYMAP ayhw Im CPJL JL CONSULTANTS DRIVEWAY TABLE Site Planning • CMI EngneMng LOT land Use Cal616ng•PlojeR Management STATION, OFFSET WI07H 7 STA 13 +7244, 13.00' LT 18' 8 STA 14 +37.46, 13.00' LT 18' 9 STA 14 +87.47, 13.00' LT 18' 10 STA 15 +42.49, 13.00' LT 18' 11 STA 15 +70.49, 13.00' LT 18' 0 10 20 lY OF 10EIN I UIN vvnomvvuvn rnmm� nrrnvvmu uno uoo - - - -- -- —rI Approved by Date: 5'(9 (IN N/A ,� �I E. M CITY OF VERT. IN FEET NAIE B. SCHROEDER, PE R E N TO N uIL 0 20 40 Approved by Date: ow.�• REIER EVANS aYE w3 DATUM Approved b Dale: rAVA� u •Ii Planning /Building /Public Works Dept. HORIZ. IN FEET pp y' AMIE B. SCHROEDER, PE r xor ac xa ro �O „mso24cPH�nsuwM,UCNIRPO,,.R••_ry .Approved by: Date: _. NO. REVISION BY DATE APPR eR°"APPROVED CONSTRUCTION NOTES O SPILL CONTROL TEE PER COR STD. PLAN 237.00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 6O PIPE INLET PR07EC170N PER DETAIL ON SHEET C3.103 O ROADWAY SURVEY MONUMENT WI7H CASE PER CDR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. PLAN F001 6” PVC (UNLESS N07ED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR S7D. PLAN F010 1Y CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 13 MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLEC7ION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE III BARRICADE PER CDR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC77ONAL VANED GRATE PER CDR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS N07ED OTHERWSE ON PLANS OR PROJECT DETAILS 2 ALL CATCH BASIN LOCA7IONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET 0.102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WAECTANGULAR METAL FRAME AND VANED GRA7E PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. R- 312313 6 KEYMAP ayhw Im CPJL JL LIBERTY GARDENS p2/21/i` ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS Pvs owe xo: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02 C 1:�.- a E 7a 1A y m K z ti w N w CONSULTANTS Site Planning • CMI EngneMng CALL BEFORE land Use Cal616ng•PlojeR Management Y0001G 7- 800 245555 7337th AwMS WVV IW66q,wM9ea33 P� (425) 285-2390 l W (425) 295-236 www. cph cons ultants. cnm DAtE LIBERTY GARDENS p2/21/i` ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS Pvs owe xo: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02 C 1:�.- a E 7a 1A y m K z ti w N w COR 308 L308 W 1308 - .308 m..::. 1.308 O IDS U 18' W STA J_ IE(121Y)= 422.31 LL f U) z W Q W �y� K (r a Q 0 cr W m II\ 6 _ - -- PAD =4383 i 1 PAD =4 .9 _I 4. O d \ \ N®- - 7 NT t).� 163 A U SE - AD =435.3 / / I / /3 1� , 1 PAD= 8 / A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E. W.M. CONSTRUCTION NOTES SEE C3.02 (D SPILL CONTROL TEE PER CDR STD. PLAN 237.00 �IIII�� 3� _ _ _ _ - 11 9 \ / / SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PD PAVEMENT SECTION TO MATCH EXIST. F v _ 28 / 27 / 26 PAD =416.8 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 + STA 26 +T7.01,_35.34 LT 5 C8130, TYPE 1 / ,� OAPPROX. LIMIT OF GRADING i STA 20 +40.47, 14.601 LT \ !! STA 21 +30.69, 12.25 LT / i - C8120, TYPE i -L 20 O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 + \ A / I STA 22 +70.69, 12.25'LT C8140, E 2-'48r ! If - / / O PIPE INLET PROTECTION PER DETAIL ON SHEET 03.103 p STA 20-6269, 1135' - t0 60LF' � 03.701 \ i A 10 521.E I �9J' O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. q IE= 425.10 \ \ IE =416.0 PLAN H031 ' Im 0 J) 1 Ro� Ro RD \ \ ® m /A_ O CEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. 8 WIDTH PER PLAN. <z D : / 01! �� TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. a . ° A . .d - ; ' �a in <.r,� 4 �� PLAN F001 ..i _ -* '�• X j\ 1 I I \PAD =433.5 �\ 7 20 +38.52, 14:x' - ` 34 PAD =424.5 STA 20 +15.27, 34.25' RT / O CB135, TYPE 1, !�' STA 21 +30.69, 12.25' T + IE =416.0 _ -5' PRIVATE -$D ESMT. $� 31 10 184LF pAD =4230 - '� pAD =421.0 / II 101' 1lll��d� �O 70 6 PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. G- �I� LENGTH AND UPSTREAM INVERT ELEV. PER PLAN � 1i�11 N������� � ii SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 �0 72 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. �Q REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH I , I .+ 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 " e r / GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 i/ 8 /TyP. / 14 W/ STOP SIGN '8126,TYpE 1 i 1 15 ROUND SOLID LOCKING COVER ISTA 22 +70.69, 12.25 RT L FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 JI 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. ! i / 115' PUBLIC + II 18 TYPE 111 BARRICADE PER CDR STD. PLAN H018 SEWER ESMT. i REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT / `'� RECREATION �� / / 19 DETAIL ON SHEET C3102 TRACT O RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 N 21 ADJUST EXIST. RIM TO FINISH GRADE CB140, TYPE 2 -4 8 " CB320 TYPE 1-1. - WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA y IE(121Y)= 422.31 m PVI STA: 20 +65.00',. 21 +55.69, 13.00' 450 18' - PV? EL: 433.28. ::: : 450 LT 18' _ �...... 400 100.00' VC._. 2 410 IE(12'E422.31 IE(12$)= 421.55 C8130, TPE 1 21 +94.93, IE(12 -W)= 41075 18' SD STA - 410 5 =1:00% RT 18' 33 STA 0 1300' IE(12N)= 410.75 y IE(12'S)= 422.31 RIM= 425.80 - -�_� .. -` -. . PW STA: 22 +30.00: : S =1.35% ornu^i on 390 - - ±N PW EL: 415.13::: : IE(12N) =42055 ... 24LF 12' SD 0410 410 _ _.. _. - - - RIM= 425.80 IE(12°E) =420.79 CB125 TYPE 1 - - / O CB135, TYPE 1, !�' STA 21 +30.69, 12.25' T + IE =416.0 _ -5' PRIVATE -$D ESMT. $� 31 10 184LF pAD =4230 - '� pAD =421.0 / II 101' 1lll��d� �O 70 6 PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. G- �I� LENGTH AND UPSTREAM INVERT ELEV. PER PLAN � 1i�11 N������� � ii SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 �0 72 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. �Q REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH I , I .+ 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 " e r / GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 i/ 8 /TyP. / 14 W/ STOP SIGN '8126,TYpE 1 i 1 15 ROUND SOLID LOCKING COVER ISTA 22 +70.69, 12.25 RT L FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 JI 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. ! i / 115' PUBLIC + II 18 TYPE 111 BARRICADE PER CDR STD. PLAN H018 SEWER ESMT. i REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT / `'� RECREATION �� / / 19 DETAIL ON SHEET C3102 TRACT O RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 N 21 ADJUST EXIST. RIM TO FINISH GRADE RIM 434'..43 CB140, TYPE 2 -4 8 pg�.__.._ - CB320 TYPE 1-1. - WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA y IE(121Y)= 422.31 m PVI STA: 20 +65.00',. 21 +55.69, 13.00' 450 18' - PV? EL: 433.28. ::: : 450 LT 18' _ �...... 400 100.00' VC._. 2 410 IE(12'E422.31 IE(12$)= 421.55 C8130, TPE 1 21 +94.93, IE(12 -W)= 41075 18' SD STA - 410 5 =1:00% RT 18' 33 STA 0 1300' IE(12N)= 410.75 y IE(12'S)= 422.31 RIM= 425.80 - -�_� .. -` -. . PW STA: 22 +30.00: : S =1.35% ornu^i on 390 - - ±N PW EL: 415.13::: : IE(12N) =42055 RIM 434'..43 CB140, TYPE 2 -4 8 pg�.__.._ - CB320 TYPE 1-1. - WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA y IE(121Y)= 422.31 IE(12 N)= 421.55 - RIM- 432...0. 7 - n 21 +55.69, 13.00' 57 j 18° 18' 24LF 12° SD STA 21 +05.69, IE(6 E)= 411. 2$ IE(18SE) -410 2 5 LT 18' w STA 400 13.00' 2 410 IE(12'E422.31 IE(12$)= 421.55 C8130, TPE 1 21 +94.93, IE(12 -W)= 41075 18' SD STA - 410 5 =1:00% RT 18' 33 STA 22 +45.93, 1300' IE(12N)= 410.75 y IE(12'S)= 422.31 RIM= 425.80 - -�_� .. -` -. . (A S =1.35% - 390 - - 410 CB135 TYPE i IE(12N) =42055 ... 24LF 12' SD 0410 410 _ _.. _. - - - RIM= 425.80 IE(12°E) =420.79 CB125 TYPE 1 - - 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 1 -800- 424.5555 7�7m "`�11P'�ite10DI""�n°'W" Rare.... 255239 S uiW425178+` 2389 www. cphcons ul tan Is. com 0 10 20 ENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 NIBS s"`t'*u 'TC mW'm( 02/21/1, psi N/A 1°'�A1fN"1D1p03�' "' �: CITY OF LIBERTY GARDENS Approved by. Date: 6 0 / JAMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET R E N TO N ° 0 20 40 Approved by: Date: pw.(e PETER EVANS roc .oi�� DATUM D� XO HORIZ. IN FEET Approved by: Dale: a IE B. SCHROEDER, PE I aexw I Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03 co,,; %tQaoi<crxconsurom.,uo. ui ROO Reserved. Approved b : Date: NO. REVISION BY DATE APPR �'^ APPROVED Y 14 x.40 A- NNNNA� w 1 pa 0 1 W J N W IE(12 S)- 420:55 LOT CB320 TYPE 1-1. WIDTH m..::. STA - - - - 13.00' IE(12_°... = 42055 18' 27 STA 22 +05.69, RIM= 415.08 LT 18' - n STA 21 +55.69, 13.00' IE(6"E) = 420.55 18' 24LF 12° SD STA 21 +05.69, IE(6 E)= 411. 2$ IE(18SE) -410 2 5 LT 18' w STA 400 13.00' 420 B 31 STA 21 +94.93, IE(12 -W)= 41075 18' -4.00 -. STA 21 +66.93, 5 =1:00% RT 18' 33 STA 22 +45.93, 1300' IE(12N)= 410.75 y S =1.35% 390 - - 410 CB135 TYPE i _. _ ... 24LF 12' SD 0410 410 _ _.. _. - - - RIM= 425.80 IE(12°E) =420.79 CB125 TYPE 1 - - - - /E(6"W)= 420.79 RIM= 415.08 IE(12'E)= 411.08 - - ELEVATION AT EXIST. GROUND ',.IE(6'W)= 411:40::. 380 - -- '.r ELEVATION AT FINISH GRADE 380 a Y O'.^ coiN N',n N c0'.M O '.n - N ms:µ :W �';^ n R Oih p'0a ^ 16 <D pJ ^ .ICI ^ (O �l a h� y O -n M. N O of y v]- O V- +h N O. � -: p ui _O of cd ^.O n: �:a `f - -. �.wj �. - �. �:O M. `t N..h `� a N. � a N � F N_O N. N N:. `* .f et y v `�". v v � V �} y � `t '.. V `t ? `t � '. R '. -: : wF '..} :_ a} ::? `!• � Y 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 1 -800- 424.5555 7�7m "`�11P'�ite10DI""�n°'W" Rare.... 255239 S uiW425178+` 2389 www. cphcons ul tan Is. com 0 10 20 ENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 NIBS s"`t'*u 'TC mW'm( 02/21/1, psi N/A 1°'�A1fN"1D1p03�' "' �: CITY OF LIBERTY GARDENS Approved by. Date: 6 0 / JAMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET R E N TO N ° 0 20 40 Approved by: Date: pw.(e PETER EVANS roc .oi�� DATUM D� XO HORIZ. IN FEET Approved by: Dale: a IE B. SCHROEDER, PE I aexw I Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03 co,,; %tQaoi<crxconsurom.,uo. ui ROO Reserved. Approved b : Date: NO. REVISION BY DATE APPR �'^ APPROVED Y 14 x.40 A- NNNNA� w 1 pa 0 1 W J N W DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 26 STA 22 +55.69, 13.00' LT 18' 27 STA 22 +05.69, 13.00' LT 18' 28 STA 21 +55.69, 13.00' LT 18' 29 STA 21 +05.69, 1300' LT 18' 30 STA 20 +77.69, 13.00' LT 18' 31 STA 21 +94.93, 1300' RT 18' 32 STA 21 +66.93, 1300' RT 18' 33 STA 22 +45.93, 1300' RT 18' 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 1 -800- 424.5555 7�7m "`�11P'�ite10DI""�n°'W" Rare.... 255239 S uiW425178+` 2389 www. cphcons ul tan Is. com 0 10 20 ENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 NIBS s"`t'*u 'TC mW'm( 02/21/1, psi N/A 1°'�A1fN"1D1p03�' "' �: CITY OF LIBERTY GARDENS Approved by. Date: 6 0 / JAMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS VERT. IN FEET R E N TO N ° 0 20 40 Approved by: Date: pw.(e PETER EVANS roc .oi�� DATUM D� XO HORIZ. IN FEET Approved by: Dale: a IE B. SCHROEDER, PE I aexw I Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03 co,,; %tQaoi<crxconsurom.,uo. ui ROO Reserved. Approved b : Date: NO. REVISION BY DATE APPR �'^ APPROVED Y 14 x.40 A- NNNNA� w 1 pa 0 1 W J N W A rvrr )CK_COR - I P351308 IS351308 L L1j A A v 2 2A I D351308 Q Q \ \ \ 27 T T Z Lu U Q w °� Qn. Ir W m J / 26 J PAD =416.8 � STA i OW _ —� -- LO) 206LF — — 2515.s r11 � 1(111 i Ijt'� III I III 0� 01�U t it ii � �� .III ��I�iijAl t�{' IO III P � � �Q �RECR 0 \ — T T rnp ROW z — THESE 114 OF SECTION 14 TOWNSHIP 23N, RANGE 5E, W.M )F MATCHLINE STA 26 +60 SEE C3.05 S P =4 9.4 15 If;F424.5 I0 _ 35LF 10 t fU121LF I I '. ZJ +ZV 1 CONSTRUCTION PERMIT APPROVAL JBS OS 01 1 JBS '"""'tt N/A 20 CITY OF ENTON o IE 0 10 Date: i 9 (`I AMIE B. SCHROEDER, PE FApproved d by: °PN�` PETER EVANS IN FEET Date: aco� A, � . DATUM vERT. by: 0 2U � JAMIE 8. SCHROEDER, PE r rnr olc atw Date: d by: REVISION BY DATE APPR PROVED HORIZ. IN FEET NO. com,�®n ®zoia cax COO.�nems. uc. An aq�a db Date: COO NT/ON NOTES Rk spiLL TEE PER COR STD. PLAN 237.00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAMOWENT,' MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT WITH CASE PER CDR S7D. PLAN H031 OCEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. Oy TyP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN SCOLLECTION PUPSTREAM APPROX. INVERT ELEV PER PLAN LENGTH AND 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH OMAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE III BARRICADE PER COR STD. PLAN H018 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC71ONAL VANED GRATE PER CDR STD. PLAN 0204.30 21 ADJUST EXIST. RIM TO FINISH GRADE 7THDRAIN PIPES (SD) SHALL BE 12' LC IL UNLESS NOTED ERWISE ON PLANS OR PROJECT DETAILS. CATCH BASIN LOCATONS REFERENCED TO CENTER OF UCTURE. GRATE PLACEMENT SHALL BE PR STRUCTURE CCATCH BASANLSTRUCTURES SHALL BE PROVIDED S E PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: BY: DATE: �oI BY: DATE: BY: DATE: KEYMAP R- 372315 V%kCPIH tic CONSULTANTS Sire Planning • CMI Dgneedng CALL BEFORE Land Use CVMMr4• Project Management YOU DIG ]33lNAwmue,SWetWl aitdmd.WAgM 1 -BO(Y- 424 -5555 acu�x(425) 2X2M l rA(125)2asxass www.cphconsultants.com art 02/21/1' LIBERTY GARDENS nom: CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS P� R E N TO N °�� NOo Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 is 4n Q a -a z u, N w THESE 114 OF SECTION 14 TOWNSHIP 23N, RANGE 5E, W.M )F MATCHLINE STA 26 +60 SEE C3.05 S P =4 9.4 15 If;F424.5 I0 _ 35LF 10 t fU121LF I I '. ZJ +ZV 1 CONSTRUCTION PERMIT APPROVAL JBS OS 01 1 JBS '"""'tt N/A 20 CITY OF ENTON o IE 0 10 Date: i 9 (`I AMIE B. SCHROEDER, PE FApproved d by: °PN�` PETER EVANS IN FEET Date: aco� A, � . DATUM vERT. by: 0 2U � JAMIE 8. SCHROEDER, PE r rnr olc atw Date: d by: REVISION BY DATE APPR PROVED HORIZ. IN FEET NO. com,�®n ®zoia cax COO.�nems. uc. An aq�a db Date: COO NT/ON NOTES Rk spiLL TEE PER COR STD. PLAN 237.00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAMOWENT,' MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT WITH CASE PER CDR S7D. PLAN H031 OCEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. Oy TyP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN SCOLLECTION PUPSTREAM APPROX. INVERT ELEV PER PLAN LENGTH AND 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH OMAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE III BARRICADE PER COR STD. PLAN H018 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC71ONAL VANED GRATE PER CDR STD. PLAN 0204.30 21 ADJUST EXIST. RIM TO FINISH GRADE 7THDRAIN PIPES (SD) SHALL BE 12' LC IL UNLESS NOTED ERWISE ON PLANS OR PROJECT DETAILS. CATCH BASIN LOCATONS REFERENCED TO CENTER OF UCTURE. GRATE PLACEMENT SHALL BE PR STRUCTURE CCATCH BASANLSTRUCTURES SHALL BE PROVIDED S E PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: BY: DATE: �oI BY: DATE: BY: DATE: KEYMAP R- 372315 V%kCPIH tic CONSULTANTS Sire Planning • CMI Dgneedng CALL BEFORE Land Use CVMMr4• Project Management YOU DIG ]33lNAwmue,SWetWl aitdmd.WAgM 1 -BO(Y- 424 -5555 acu�x(425) 2X2M l rA(125)2asxass www.cphconsultants.com art 02/21/1' LIBERTY GARDENS nom: CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS P� R E N TO N °�� NOo Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 is 4n Q a -a z u, N w LIBERTY GARDENS nom: CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS P� R E N TO N °�� NOo Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 is 4n Q a -a z u, N w ILOCK -COR FOP351308 JWS351308 JSD351308 4OT351308 aRD351308 PT351308 iymap w a z U w 0 0 a w 0 0 J_ LL.. U) z w 0 } cr w m J V W CD N W Z J V PAD =436. / I / I A PORTION OF THE SE SEE C3.01 SEE C3.02 ,I /I i 23 N, RANGE 5 E, W.M. 1 \ PA =439.6 / i / PAI / i 40 163RD Ay��* SE 6 SE 150 7REEi / 10 // PAD =447.8 I I i / / / i IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: : DATE: SI9 BYP ` DATE:f BY: DATE: BY: DATE: CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Date: DRIVEWAY TABLE I,t LOT Land Use Conwlillg• Roject Management STATION, OFFSET 91""TR M07H - STA 27 +80.99, !. RT 18' 13 STA 460 10 RT 18' 14 PW STA: 27 +90.00 26 +97.99, 13.00' RT 18' 21 STA 27 +84.48, 13.00' PO EL: 440.49 18' 22 STA 27 +56.48, 13.00' LT 18' 23 100.00' VC 26 +80 13.00' 27 +20 18' 27 +60 28 +00 28 +40 450 N Q : Gi w EXIS77NG GRADE M - : > ° 0 ROADWAY q ti tam Ww 2IIW FINISH GRADE ® ROADWAY _ .7.81% - 2.199, -_ 440 41 60LF 12" SO � 9.05% 11 - _ --_ SD CB60 TYPE i CB70 TYPE 1 .....430 _ + " 56 RIM= 440.30 _RIM= 440.07 IE(125)- 435.... 18 CO IE(12N)= 434.58 N 90 s '� IE(12S) =434.58 IE(12'E)= 435:18 ' !E(6N)= 435.68 - Vi -,�. CB50 TYPE i ... 420 _f`LI. : RIM =.430.22 :._ to IE(12S)= 425.95 Z o IE(12N)= 425.95 - - - f IE(121E)= 425.95 Vi IE(6"W)= 426.45 .......410 Q_ 430 25LF -12" 6..S =1.00 CB55 TYPE 1 400 - 420 RIM= 430.22 -W)= IE(12 426.20 - ... IE(6 -E)= 426.20 AT EXIST. GROUND Ian IrELEVA77ON I r-ELEVATION AT FINISH GRADE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: : DATE: SI9 BYP ` DATE:f BY: DATE: BY: DATE: CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Date: DRIVEWAY TABLE I,t LOT Land Use Conwlillg• Roject Management STATION, OFFSET 91""TR M07H 12 STA 27 +80.99, 13.00' RT 18' 13 STA Ln 10 RT 18' 14 STA 26 +97.99, 13.00' RT 18' 21 STA 27 +84.48, 13.00' LT 18' 22 STA 27 +56.48, 13.00' LT 18' 23 STA 26 +80 13.00' 27 +20 18' 27 +60 28 +00 28 +40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: : DATE: SI9 BYP ` DATE:f BY: DATE: BY: DATE: 0 SO 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET c",,. urnO M14CFH�nsu Un..uo.aIWPP�aes- e4.Anprovedbv: CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Date: DRIVEWAY TABLE CONSTRUCTION PERMIT APPROVAL LOT Land Use Conwlillg• Roject Management STATION, OFFSET 91""TR M07H 12 STA 27 +80.99, 13.00' RT 18' 13 STA 27 +52.99, 13.00' RT 18' 14 STA 26 +97.99, 13.00' RT 18' 21 STA 27 +84.48, 13.00' LT 18' 22 STA 27 +56.48, 13.00' LT 18' 23 STA 27 +06.48, 13.00' LT 18' 0 SO 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET c",,. urnO M14CFH�nsu Un..uo.aIWPP�aes- e4.Anprovedbv: CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS Land Use Conwlillg• Roject Management JBS 91""TR `�"" N/A wxtv� Want ° �°'°��' DATUM F> ,} CITY OF � RENTON Planning /Building /Public Works Dept. _ ehhnW(425)28S239D I FAX 1425728523&4 .05/01/1 AMIE B. SCHROEDER, PE d0r" PETER EVANs 01 M°' IE 9. SCHROEDER. PE Wm ac ioi NO. REVISION BY DATE APPR ApPROVED CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR STD. PLAN 237.00 O2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O ROADWAY SURVEY MONUMENT NTH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. 9OTIP. CEMENT CONIC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN FOO1 6" PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN f0 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN if SIDEWALK RAMP TYPE 1D PER CDR S7D. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR SID. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND IMD7H 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE 111 BARRICADE PER CDR STD. PLAN HOIB REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3.102 0 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS NOTED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA7IONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR S7D. PLANS 204.00 AND 204.20 UNLESS N07ED 07HERWISE. "I'; /" `, R- 372316 cp-1.1 LIBERTY GARDENS D2/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS vss owWrc "c: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05 cD - ra - -5 r (a IAI-IN ---------- y r m y 1 � K 0 1 z (� N w CONSULTANTS Sete Planning • GMI Bgneedng CALL BEFORE Land Use Conwlillg• Roject Management YOU DIG 1-800. 4245555 r33mn ASenua Sine 5001 wnJma. Wn9atti3 ehhnW(425)28S239D I FAX 1425728523&4 W W W- CDhconsultents.com oAn LIBERTY GARDENS D2/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS vss owWrc "c: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05 cD - ra - -5 r (a IAI-IN ---------- y r m y 1 � K 0 1 z (� N w OF SECTION 14 TOWNSHIP 23 N. RANGE 5 E, W.M. 'I / / \ 12 TYP. / CB9O' TYPE STA r3 +1209, 46.20' _RT / PROPERTY BOUNDARY j / y i CAVALLAAIS B VISION / C I­' 1 1 / 01 �. ROADWAY IMPROVEMENTS PER CAVALLA SUBDIVISION CONSTRUCTION NOTES IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY A DATE: f/0 I (Y BY a� DATE: S 2aiW BY: DATE: BY: DATE: 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET �P iptm2o14cPHc nsun88m.LL . NMP� a..,w,d. O SPILL CONTROL TEE PER CDR STD. PLAN 23200 CONSTRUCTION PERMIT APPROVAL OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT' MIN. JBS PAVEMENT SECTION TO MATCH EXIST. wari xoo xmmaew. rlm7wi DATUM 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 oP�,A PETER EVANS �� ��___'__�� CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. OCEMENT WIDTH PER PLAN. gOTIP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. NO. REVISION PLAN FOO1 DATE APPR 6" PVC (UNLESS N07ED 0714ERAISE ON PLAN) ROOF DRAIN 10 COLLEC77ON PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN if SIDEWALK RAMP TYPE ID PER CDR S7D. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR S7D. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLEC77ON 13 BOX UNIT PER CDR S71). PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER N i6 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE III BARRICADE PER CDR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC77ONAL VANED GRATE PER CDR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY A DATE: f/0 I (Y BY a� DATE: S 2aiW BY: DATE: BY: DATE: 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET �P iptm2o14cPHc nsun88m.LL . NMP� a..,w,d. CITY OF RENTON Approved by: Date: Approved by: Date: Approved Date: PP Y ADDroved bv: Date: 1 CONSTRUCTION PERMIT APPROVAL JdS W Ut t JBS N/A wari xoo xmmaew. rlm7wi DATUM 44 ,} CITY OF RENTON Planning /Building /Public Works Dept. JAMIE B. SCHROEDER, P oP�,A PETER EVANS �� ��___'__�� AMIE S. SCHROEDER, PE Arm r w me am . y NO. REVISION BY DATE APPR PROVED NOTES., 1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W,ARECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. W VWl i a z KEYMAP �� R- 371311 dACPIH CONSULTANTS Site Planning • Civil Fi�$neering CALL BEFORE Land Ilse CallsuPolg• Project Management YOU DIG r33 rtA Awnae,5ium 1001M. WA9B083 1.500. 424.5555 Biore: 142 51 285 2 39 0 1 FAY (425) 285-2989 www. cah c ons u Iran (s. cam wre LIBERTY GARDENS 02/21/1` ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS pPAW1Ni Ma: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.06 _3,a� 1-7 IAHN My l J r �I 1 oa C) �a 0 1 z (� N W )K-CDR CITY OFRENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: 351308 1 UUNtiIKUUIIUN I'EKMII ANNKUVAL 351308 w 351308 I '""" "" — 351308 "''""°IM DATUM 351308 O 51308 Ip W 51308 J LL U) z Z r LLI w � 00 o_ Q I— W m J 38 +00 37 +60 37 +20 36 +80 33 +60 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET C,mgl OM14CPHCa —.n.., C. NIRO.R.s —rvd CITY OFRENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: 1 1 UUNtiIKUUIIUN I'EKMII ANNKUVAL JtJS DO Ul l Jtl5 I '""" "" — N/A "''""°IM DATUM a�- CITY OF «u R E N TO N Planning /Building /Public Works Dept. �1°° IE B. SCHROEDER, PE °"w` PETER EVANS AMA IE B. SCHROEDER, pE StlEftl1 y NO. REVISION BY DATE APPR APPROVED 7.80iV445Y 5 55 7B33g7iwffi:'A 4 a5G5 WO ,M98033 I36z390 I M(425)28SZkN www.cahconsultants.com are LIBERTY GARDENS oz /zI /is ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS PILL owwrc xo: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.07 C D 2- r �?- IAI- y m v 0 � � O �D m � z (� N W :K —COR CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date;_ 351308 I UUNbIKUUIIUN t'LKMll AYYKUVAL 351308 w 351308 351308 vonnu: wWV, '° W" �°�`�Po� DATUM 351308 O 51308 (� IP LL 51308 _..I LL w U) z w^ U IJ w ¢ Qa } H w m J A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. T i L Y L V3VA 0]`0c0Ld O STA 41 +7 143 9 END IMPROVEMENTS \\ INT REMOVE APPROX. 47LF 24 CPEP SD PIPE GRADE SWALE —� — 42+ sra 42 + ss5�o:a� -Lr- �c ' SS - 78 $A )U GHg S _ .> _.... -- ---------------- 1 _ t 3 STA 41 +76.34, 20.83' LT / r \ at I \ \ 36 NOUVDi l IA aNV11 :1 r, iphi A o SEE C3.01 CONN. EXIST. 2 ->`, I REMOVE PROX. 35 24" CPEP P 'ERTY BOUN RY IS �CPEP__ CA A DIy1StON- N IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: 2 BY: - 21 " DATE:' E'2D1 BY: DATE:' BY: DATE:' ....... . 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET cognBWm2ovawry conamrenu. uc. ai ai�n gsenea. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date;_ 1 I UUNbIKUUIIUN t'LKMll AYYKUVAL ddb ua uI i dtjbl N/A vonnu: wWV, '° W" �°�`�Po� DATUM d� CITY OF �II RENTON Planning /Building /Public Works Dept. _ AM�IE B. SCHROEDER, P °A"` PETER EVANS arr .� uvam AMIE B. SCHROEDER, PE a r for rac nw g"11OCgo"�r NO. ^Q ' DATE APPR '�' n o0 . + om 'C �f FINISH GRADE ® °z Lu ROADWAY CL to ��9 IE(24)= 424.92 S= 3:02%: ELEVATION AT EXIST. GROUND FELEVATION AT FINISH GRADE N_N IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: 2 BY: - 21 " DATE:' E'2D1 BY: DATE:' BY: DATE:' ....... . 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET cognBWm2ovawry conamrenu. uc. ai ai�n gsenea. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date;_ 1 I UUNbIKUUIIUN t'LKMll AYYKUVAL ddb ua uI i dtjbl N/A vonnu: wWV, '° W" �°�`�Po� DATUM d� CITY OF �II RENTON Planning /Building /Public Works Dept. _ AM�IE B. SCHROEDER, P °A"` PETER EVANS arr .� uvam AMIE B. SCHROEDER, PE a r for rac nw g"11OCgo"�r NO. REVISION BY DATE APPR APPROVED CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR SID. PLAN 237.00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 O APPROX. LIMIT OF GRADING SO SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 O PIPE INLET PR07EC71ON PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT WITH CASE PER COR S7D. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN F005 -1 AND F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR STD. PLAN F001 6" PVC (UNLESS N07ED OTHERWISE ON PLAN) ROOF DRAIN f0 COLLEC77ON PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE ID PER CDR SID. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR S7D. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA77ONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC71ON 13 BOX UNIT PER CDR SID. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER i6 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. ig TYPE III BARRICADE PER CDR STD. PLAN H01B REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR S7D. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12' LCPE UNLESS NOTED 07HERMSE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCA77ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET 0.102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. KEYMAP N R- 372319 CPI m I '" CONSULTANTS Site Planning • Civil Engneenng CALL BEFORE Iannllse Casulhng -hoed Management YOU DIG � �� �I 14fAard. WA SM 1- 500. 4245555 Rore:(425) 285239D l FAX (425) 2W2389 W W W.CDhconsuitants.com w2 LIBERTY GARDENS D2/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS oruWxc rvo: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.08 C, n f2 -- t9 y a � y � K b 0 w N w COR 1308 51308 w 11308 11308 O 11308 / L308 LLl 17 16 , L308 J PAD =422.0 PAD =426.5 LL / FFE =423.5 PAD =419.0 INT 50+00.00 PAT 1 U) 7 = 25 +35.11 163RD AVENUE SE LZ - �._ / 22LF 10 IE W Q I IE =416.5 'o / co Lu T W � PAD =4170 /� 020,TiPE 2 STA 50 +70.40, i i ! i 1 i A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N. RANGE 5 E, W.M. SEE C 7 / I 10' PUBLIC v, SO ESMT. XS LJLGv. CB10,TYPE 2 -54" STA 51 +10.02, 4.76' 406 i 402 / �� 51' RT / r�1�,`� O - -- 0 I� I -AND REBAR & SAP # f PROPERTY BOUNDARY �I IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR SID. PLAN 237.00 I CONSTRUCTION PERMIT APPROVAL 'R U5 01 1 PAVEMENT SECTION TO MATCH EXIST. I '""""` O PIPE OUTLET PR07EC71ON PER DETAIL ON SHEET C3.103 440 -4d op `� W ri h h _M A ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR SID. PLAN F005 -1 AND F007. W1DTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 PETER EVANS 6" PVC (UNLESS NOTED 07HERMSE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 wu r war p,r wt ' Y 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. 50 +00 50 +40 50 +80 MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLECTION 51 +20 13 BOX UNIT PER CDR STD. PLAN H026 51 +60 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR S7D. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 430 m REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT a N o 204.30 N Lu ¢ ¢ H w w +Mpd m°� EXISTING GRADE - v wit II ® ROADWAY q v Q NNII. ? u w �nw Dan 420 FINISH GRADE ® +¢ - -200% 6.1922.00% _ -4.39% ROADWAY: y^ h 4Io IC;WOXTYPE 31E18' -SD -- _- 41tF -ts'�0 321.F- s =1.2sX : o s =2.41 2 -48` - CB190 TYPE.1 - - 400 - RIM= 417:85 CB20 TYPE 2 -48` CB10TYPE 2 -54" RIM - 413.70 IE(12"E)= 408.96 - - - - IE(18`W) =40791 "' RIM- 416.37 RIM= 415.12 IE(12 IE(18SE) =40791 IE(18NW)= 406.84 IE(18N)= 4D6.16 ) =409..96 IE(6S)= 409.46 IE(12NE)= 408.41 IE(18 S)= 406,84 - IE(24°W)-405,66. '. 'E7.84 : IE(6)= 40 IE(12'S)= 406.66'. IE(61E)= 40716 390.... _ _.. :...: 380 rELEVA71ON AT EXIST. GROUND rELEVA77ON AT FINISH GRADE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR SID. PLAN 237.00 I CONSTRUCTION PERMIT APPROVAL 'R U5 01 1 PAVEMENT SECTION TO MATCH EXIST. I '""""` O PIPE OUTLET PR07EC71ON PER DETAIL ON SHEET C3.103 W 4ll -4d op `� W ri h h _M A ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR SID. PLAN F005 -1 AND F007. W1DTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 PETER EVANS 6" PVC (UNLESS NOTED 07HERMSE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 wu r war p,r wt ' Y 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. 50 +00 50 +40 50 +80 MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLECTION 51 +20 13 BOX UNIT PER CDR STD. PLAN H026 51 +60 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR SID. PLAN 237.00 I CONSTRUCTION PERMIT APPROVAL OSAINCUT REMOVE, AND REPLACE EXIST. H14A PAVEMENT, MIN. U5 01 1 PAVEMENT SECTION TO MATCH EXIST. I '""""` O PIPE OUTLET PR07EC71ON PER DETAIL ON SHEET C3.103 =* w l taT w•p oo, DATUM O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 O PIPE INLET PROTECTION PER DETAIL ON SHEET 0.103 A ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR SID. PLAN F005 -1 AND F007. W1DTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 PETER EVANS 6" PVC (UNLESS NOTED 07HERMSE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 wu r war p,r wt ' Y 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REVISION REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA71ONS AND WIDTH DATE MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLECTION I MA0 PROVED 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR S7D. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE 111 BARRICADE PER CDR S70. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3102 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 N 21 ADJUST EXIST. RIM TO FINISH GRADE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CITY OF RENTON Approved by: Date: Approved by: Date: Approved b Date: PP y' Aooroved bv: Date: 1 I CONSTRUCTION PERMIT APPROVAL JUS U5 01 1 JL35 I '""""` N /A� =* w l taT w•p oo, DATUM CITY 0 F RENTON Planning /Building /Public Works Dept. IJAMIE 8. SCHROEDER, PE PETER EVANS ac .cl "EL°m AMIE 8. SCHROEDER, PE wu r war p,r wt ' Y NO. REVISION BY DATE APPR I MA0 PROVED i PM,c(425)285239DJM(42512852389 wwww- cphconsultents.com w2 LIBERTY GARDENS D2/21/1` ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS owwrc xo: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.09 c � : rz - -: a -ao IAI-ININ 1 K � C) O N D O 0 1 z w w ;K_COR 351308 351308 351308 351308 351308 51308 LU z1q °o t ii¢�� ROW / J celho `v �� li iilllll lllDl II uiln °Ilii S5 I ��il �' (IV(I11911�I11' (;s itit I �ii�gl (III " P iii i i� ti — � .� iii I n1 �V I i'r 2 co — ^I z - - z w W c) RECREATION Row 0 cc a Q TRAL'T-, _ 6'lH1Gf i6' WIDE (2x8' WIDE) 0 \ —' BLACK VINiL_COATED CHAIN } LINK DOUBLE OAT, P €R -- — _ — — WSDOT STD PLAN L- 30.10 -01 0 \ C3.21 w 6' H/GH BtJKK C3.21 _ m POND ACCESS ROAD PER t l Nyj6 CHT P RAIL DETAIL ON SHEET C3.21 J \ ;),`� 7 A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N. RANGE 5 Ey W.M. \� z *z 16 PAD =423.5 ' 410 i l� CS01 w 406 i 7 � vii 1 E (24 4E) =4409 \ V A --------------------- ROCK OUTFALL 1 l \\ EMERGENCY OVERFLOW 12' DEPJH RIPRAP/ SPILLWAY PER DETAIL / / \ ON SHEET C3.21 O i0�) i \ Ap6 I \ I I I 1 ; 1 I NOTES., 1. THE HOA SHALL OWN AND MAINTAIN THE LANDSCAPING WITHIN THE STORM TRACT. AN EASEMENT OVER THE TRACT SHALL BE DEDICATED TO THE CITY OF RENTON FOR RESPONSIBILITY OF MAINTENANCE OF THE DRAINAGE FACIL177ES CONSTRUCTED THEREIN. 2 THE FINAL PLAT SHALL INCLUDE LANGUAGE ALLOWING THE CITY ACCESS TO INSPECT THE FLOW CONTROL BMPS TO BE CONSTRUCTED ON THE LOTS, NEENEEMEN CopvVt02034CPH Cnnsuftsnu. LLC. NI Righfs CITY OF RENTON by: 25LF 24" SD by: Date: by: Date: �1 402 n FT] r ° \ 1D 051 . \ �' S-TORI`I TRACT _... IE(24TNW) =402.F (PUBLIC) DETENTION/WETPOND MAX. WS =411.0 12' POND ACCS `\ '\ g WQ ELEV. =405.0 ROAD PER \\ \ A 6 BOT. ELEV. =402.0 DETAIL ON 1 E (24 4E) =4409 \ V A --------------------- ROCK OUTFALL 1 l \\ EMERGENCY OVERFLOW 12' DEPJH RIPRAP/ SPILLWAY PER DETAIL / / \ ON SHEET C3.21 O i0�) i \ Ap6 I \ I I I 1 ; 1 I NOTES., 1. THE HOA SHALL OWN AND MAINTAIN THE LANDSCAPING WITHIN THE STORM TRACT. AN EASEMENT OVER THE TRACT SHALL BE DEDICATED TO THE CITY OF RENTON FOR RESPONSIBILITY OF MAINTENANCE OF THE DRAINAGE FACIL177ES CONSTRUCTED THEREIN. 2 THE FINAL PLAT SHALL INCLUDE LANGUAGE ALLOWING THE CITY ACCESS TO INSPECT THE FLOW CONTROL BMPS TO BE CONSTRUCTED ON THE LOTS, NEENEEMEN CopvVt02034CPH Cnnsuftsnu. LLC. NI Righfs SHEET C3.21 \ I \ ------------------------------- CITY OF RENTON by: Date: by: Date: by: Date: SHEET C3.21 \ I \ ------------------------------- DETENTION VOLUME PROVIDED (CF) AS -BUILT VOLUME (CF) 115,400 117,778 AS -BUILT VOLUME (CF) VOLUME (CF) PROVIDED (CF) �1 26,202 n FT] \ 1D b NO. REVISION ` I 20 1 CONE. TYPE 3 (6' HiG4 BLACK / VINYL COATED CHAIN LINK / FENCE, PER WSDOT STD. PLAN \ L- 20.10 -02, APPROX 742 LF / L 5 / X CO DETEN770NIWETPOND VOLUMES MINIMUM REQUIRED DETENTION VOLUME (CF) DETENTION VOLUME PROVIDED (CF) AS -BUILT VOLUME (CF) 115,400 117,778 AS -BUILT VOLUME (CF) MINIMUM REQUIRED WATER QUALITY WATER QUALITY VOLUME AS -BUILT VOLUME (CF) VOLUME (CF) PROVIDED (CF) 24,992 26,202 91Hx31 GRATED OPENING, 112" DIAM. VERT. BAR AT 4" O.C. 0� 18" DIAM. FLOW STRUCTURE ASSEMBLY PER CDR STD. — DWG 237000 POLY STEPS OR LADDER, 75 BOLT TO CATCH BASIN WALL FINISH GRADE--,,,, FROM WETPOND i 78° SD 12" DIAM. SHEAR GATE W/ LIFT ROD PER CDR STD. DWG. 23230 CATCH BASIN REMOVABLE PIPE SECTION w /SOLID END PLATE= CS 01— FLOW CONTROL STRUCTURE NOT TO SCALE FINISH OVERFLOW ELEV. = 411.75 POLY STEPS OR LADDER, BOLT TO CATCH BASIN WALL CS 02 FROM CS 01 TYPE 2 -48" DIAM. CATCH BASIN LOCKING MANHOLE COVER AND FRAME PER CDR STD. DEE 204.5 RIM EL. = 413.5 OPEN RISER END TOP RISER =411.7 TO CS02 i �V 1.42" DIAM. ORIFICE CS 02 — EMERGENCY OVERFLOW STRUCTURE DEBRIS CAGE PER COR STD. PLAN 234.20 FLOW TO OUTFALL IE= 405.00 IE= 404.74 R- 312321 C3.20 NOT TO SCALE i G 5I AlNullf,RDS z BY" DATE: AP� CP BY (RJ� to " DATE. SS ^L Tyo Da: CONSULTANTS Site Planning • CMI Engneedng JAIM CALL BEFORE land Ilse COna0ldng• Project Management .. _. YOU DIG 7337tMAwnua ,&tei0011uemae,waeeaca 7-800-4245555 Banx(425) 28523301 Fax (428) 2852389 ^ - www. too consultants. Dom WOMEN IBS 05/01/1 JBS '"" 1 " =zo' ZR`�1a7 iIf LIBERTY GARDENS 02/21/1, a ""'a"' "' CITY OF R BDtl: JAMIE B. SCHROEDER, PE RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS o PETER EVANS Dcwwwc ND: �� DATUM Planning /Building /Public Works Dept. STORM WATER POND DETAILS 03.20 JAMIE B. SCHROEDER, PE w xor x ua BY DATE APPR "aa SNAUE PROVED r 21 X40 cb IA-NNNN77 i m v m W N ;K —COR W 0 O U W J_ LL f U) Z Z W 'o {� a Q 0 rr W M J FINISHED AT BERM 0 SECTION 23 N. RANGE 5 E, W.M. DETENTION/ WETPOND SECTION NOT TO SCALE ROAD 3 DETENTION/ WETPOND SECTION NOT TO SCALE 1. I EMERGENCY OVERFLOW WATER SURFACE ELEV. FINISH GRADE AT BERM MAX W.S. ELEV.= 411.75 p W. Q. ELEV. = 405.00 _ p Ttas pO Is In ourczre. SPILLWAY OVERFLOW TOP POND Stormwater IXeMbXtlJM+IY••Imu pXn•••« SPILLWAY CREST ELEV. •bMy t• •tnC wq M,.p •bm M�", X X I BERM LENGTH FT SIDE SLOPE Pond .waeyaw wn u .yeo 0 © I © I Q EMERGENCY 412.05 wnw".w.. wmon XSwiuwnabnpy, �•. 1 6.0' 3:1 GyMw,X d 1YYnl Pn eurtn N W 4• wa,is,.M.nlmnrssatm. vwwx.i,..mre."a• 3'- 6 "ltyPl TYPICAL POND SIGN NOT TO SCALE EMERGENCY NOT TO SCALE SPECIFICATIONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non - reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub - Title: 0/2 -inch; Text: I inch; Outer border: Vs inch border distance from edge: ",inch; all text I'/4 -inch from border. Posts: Pressure treated, beveled tops, 1'/2 -inch higher than sign. Installation: Secure to chain link fence if available. Otherwise install on two 4 "x4" posts, pressure treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch minimum diameter), with the top of sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). Note: If the facility has a liner to restrict infiltration ofstormwater, the following note must be added to theface ofthe sign: "This facility is lined to protect groundwater quality." In addition, specific information about the liner must be added to the back of the sign as specified in Section 6.2.4. 12" TYR- 1 1 UNDISTURBED NA71VE OR SUITABLE COMPACT IMPORT SOIL MATERIALS POND ACCESS ROAD NOT TO SCALE 8" MINUS QUARRY SPALLS AT SPILLWAY AND OVERFLOW CREST (1VFRFI (1W CPII I WAY nFTAII CITY OF RENTON 1 1 CONSTRUCTION PERMIT APPROVAL JBS Ub 01 1 JBS'°' wrmx: rwo 1W N/A wimpwoi wn lom tml Approved by: Date: AMIE B. SCHROEDER. P Approved by: Date: °N1`A PETER EVANS Approved b : Date: o� �� DATUM Pp y AMIE B. SCHROEDER. PE xor ac wi NO. REVISION BY DATE APPR '�0Q"T com,i®+to sora cva c..."n..c,, uc. ai MPn a...nea. pODI'OVed bV: Date: �' PROVED 12' MIN. TOP POND 3" MIN. Y2" HMA 6" MIN. DEPTH CRUSHED SURFACING BASE COURSE 12" COMPACTED DEPTH QUARRY SPALL, TYPE I (TYP.) p SECTION SPILLWAY SPILLWAY OVERFLOW TOP POND SPILLWAY SPILLWAY CREST ELEV. W,S. ELEV I BERM LENGTH FT SIDE SLOPE 0 © I © I Q EMERGENCY 412.05 412.25 1 412.75 1 6.0' 3:1 IN COMPLIANCE WITH CITY OF RENTON STA DA S BY DATE: d /N BY: ° DATE: A4 BY: DATE: BY: DATE: R- 312322 CALL BEFORE YOU DIG 7.8004245555 CPX CONSULTANTS Site Planning • CMI Engineering land Use Corrsulting • Project Management 733 7U A.cc. s.b I00 I IOrddtl, WA 98033 Phmc(425) 29523901 FAX (425) 2852389 www.cphconsultants.com am CITY OF LIBERTY GARDENS 02/21/14 .0 RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS . 0 0. no Planning /Building /Public Works Dept. STORM DRAINAGE POND PLAN AND DETAILS C3.21 22 X40 A-NNNNA� My l tZ I� eo v � H I { 46 N D 0 I N W ;OR w 0 O U w J_ IL f cl) z Z ILL! w 0 o' I1 � Q a 0 } I- rr w m J I 3 I °cl I I 9' PUE I 5 8.5' SIDEWALK PLANTER 13' 2" HMA SURFACING CLASS 1/2" �— 3" ATB 4° CSBC 2% 53' ROW A PORTION OF THESE 1/4 OF SECTION 14 TOWNSHIP 23N. RANGE 5E. W.M. 6" VER71CAL CURB AND GUTTER 2% —SUITABLE UNDISTURBED NA77VE OR COMPACT IMPORT FILL MATERIAL SUBGRADE TYPICAL ROADWAY SECTION - SE 140TH STREET & 163RD AVENUE SE NVI IV LUAU 8.5' PLANTER I3 C 9, PUE 5' I SIDEWALK 2% STA. 10 +00 TO 16 +55.69 STA. 20+00 TO 28 +56.40 TYPICAL ROADWAY SECTION -164TH AVENUE SE NUI IU JGALt C WNW O® 14 CPH Consu t nu. LLC. NI Ripe V I ""l VR COMPACT IMPORT FILL MATERIAL SUBGRADE a IA.JVtuu IU )DtOD. /3 PRIVATE ACCESS AND P110117 11MITV MAPT U COMPACT IMPORT FILL MATERIAL SUBGRADE TYPICAL ROADWAY SECTION- PRIVATEACCESS TRACT NOT TO SCALE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: BY: _ ° DATE: 7uI BY: DATE: BY: DATE: CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/141 JBS 1 0ap ' IM CITY OF Approved by: Date: �®, N/A '°®"°,'.'pp'a A.' i Approved by: Date: JAMIE B. SCHROEDER, PE RENTON pRrrt adl PETER EVANS aK acx Approved by: Date: awnap: DATUM -JAMIE B. SCHROEDER. PE xor as xw Planning /Building /Public Works Dept. Approved b : Date: NO. REVISION BY DATE APPIR APPROVED R- 312323 169 " �" CONSULTANTS Site Planning • pail Engineering CALL BEFORE Land Use Cm" , Pr*ct Management YOU DIG 7- 8064245555 rasimA�ue&s V)o INm ,w %mu N" (425)28523901 rAC(425)2952a99 w w w. cp h oo n s u l t a n t s. c o m LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS "°"LV01i Dm ao: ROADWAY GRADING AND DRAINAGE DETAILS C3.101 sa v: 23 40 re --�o:x IAHNININ17A7 y rd b� ,p w> o d� z W N W COR w 0 O U LL _J LL U) z Z F Lu w 0 a Q } H ir Lu m J STANDARD OR VANED FRAME AND GRATE 0 � t w° 1 i o - 10" X 3' -0' (TYPE 1L) 2' -6' (TYPE 1) 5' STANDARD OR VANED FRAME r-- r - - - - -- AND GRATE i 6 i t i t i i it o r i i N W j i t t i i TYPE 1 and TYPE 1L (OPEN CURB FACE) CB 2 Y I.D. JBS 48" 2" F 12" 54" W24" 15" 60" 4" 15" 18" 72" 28' 4' 96" 6" TYPE 2 3' -0" (TYPE Q TYPE 1 and TYPE 1L F-11 7 1/4 OF SECTION 14 SOLID 24" DIAM FRAME AND GRATE i STANDARD OR VANED FRAME AND GRATE i t � 1 � NOTES: 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE IL STRUCTURES ONLY 2 NORTHING AND EAS7ING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS 3. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCA77ONS SPECIFIED ON PLANS STRUCTURE PLACEMENT DETAIL NOT TO SCALE PLAN Im R I I I F6" FINISH GRADE 3' MSE WALL 6' 12" MIN, CONDITION AT COMPLETION OF LAND CONSTRUCTION RETAINING WALL STUDY NOT TO SCALE REVERSE TYPE 2 (SEE NOTE 3) STANDARD OR VANED FRAME AND GRATE Wn 0 t N W 2 2 1 D. JBS 6" 2" F 3' 5.5° 0' 9" 4" 15" 2" 28' LEGEND + = CENTER OF GRATE S = CENTER OF STRUCTURE FOC = FACE OF CURB CONDITION AT COMPLETION OF HOUSE CONSTRUCTION 23 N, RANGE 5 E, W" FREE DRAINING BACKFlLL OR COMPACTED STRUCTURAL FILL PER PROJECT CE07ECHNICAL RECOMMENDATIONS CE07EX71LE REINF. GRID, TYPE AND MFR. PER PROJECT GEOTECHNICAL SPECIFICATIONS SUITABLE UNDISTURBED NATIVE OR COMPACT IMPORT FILL FOUNDATION MATERIAL GRADE IN GRID LENGTH = L (SEE NOTEC CONT. 4" DIAMETER, PERE PVC DRAIN PIPE FENCE POST (BY OTHERS) EMBEDDED IN SLEEVE FENCE AS REQUIRED TOP =PER PLAN FACING CRUSHED ROCK PER GEOTECHNICAL SPECIFCARONS J11 3 M9 m _ 2=4" CRUSHED ROCK LEVELING COURSE N01ES.• I- THIS DETAIL PROVIDES GENERAL INFORMATION FOR THE INSTALLATION OF MECHANICALLY STABILIZED EARTH (USE) WALLS. IT IS NOT INTENDED TO REPRESENT ALL DESIGN AND CONSTRUCTION CONSIDERATIONS SPECIFIC TO THIS PROJECT. USE WALLS FOR THIS PROJECT SHALL BE INSTALLED PER AN APPROVED GE07ECHNICAL ENGINEERING DESIGN AS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. 2. SOIL /GRAVEL BACKFILL, GEOGRID LENGTHS AND SPACING, AND OTHER MATERIALS SHALL BE IN ACCORDANCE M7H APPROVED GE07ECHNICAL RECOMMENDATIONS. TYPICAL MSE WALL SECTION NOT TO SCALE cocrm®nm2oi4 cFw co ".unaeu,uc. ui m®,m 9eeervee. CITY OF RENTON Approved by: Date: Approved by: Dale: Approved by: Date: Approved b Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05 01 1 JBS sty N/A xu¢n�wm°ei,°�iwt o JAMIE B. SCHROEDER, PE vwwra PETER EVANS ac a_tuut� � B. SCHROEDER. PE N0. REVISION BY DATE —JAMIE APPR '°I r wnn oa atw ArnnrFU' APPROVED GRADE MIN. EMBED. R- 312324 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY' DATE: ? (1/ BY: L^ DATE• $ mt �e O BY' DATE: F� $ BY: DATE: R I W� SSIONAL Ilr CP H CONSULTANTS CALL BEFORE Site Planning • Civil Engir eeling YOU DIG Land Use GmsuNng- Project Managwet 1- 800424$$55 28a TM Amue, cute 10011W r4WA9,osa Flew: (425178423901 FA (425) 285 www cehcona ultants.eom 44% CITY OF LIBERTY GARDENS .02/21/1 ha R EN TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS onwxc xo: Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE DETAILS 03.102 Cam^ ►L --z' y A v [s1 ' = K 46 n n N A a z (a N LOCK COR w 0 O 0 w w U) a z z w w Q W M 0 LL a_ Q cr- } w m J 0 a 3" MIN.I FLOW FINISHED SLOPE 2H: IV MAX. � 6" MIN. _`. -MIN, -' SECTION A PORTION OF THESE FINISHED SLOPE 2H: 1V MAX --� /ice i< BEVEL PIPE END 1n z PER KCRS STD. DWG NO. 2 -001 M17ER PIPE END FLOW PLAN s QUARRY SPALLS MATERIALS PER WSDOT 9 -13.6 PIPE INLET PROTECTION NOT TO SCALE ComgnQ ? 10CPHCon¢ullant; LL AJ o Z Sxl) 12" MIN (5' MIN.) SECTION n PLAN +� QUARRY SPALLS MATERIALS PER WSDOT 9 -13.6 PIPE OUTLET PROTECTION NOT TO SCALE OUTFALL PIPE ,'PALLS` — J TOWNSHIP 23 N. RANGE 5 Er - ---- - --- -- - - -- - - - - -, I - -- ------------------------ --- --- - - --�� - - - - -- I I I I I I I I I l I I I I I I I I I 1 I 2 I 3 I 4 BLD. DRAIN CONN., I I I CAP END FOR I 6" DIA. PVC CLEANOUT FUTURE CONN. (TIP.) W/ 6-x6- WYE, SEE 5' (TYP.) DETAIL ON SHEET C3.I03 - --_1 — 2' TYP. � � I � � 2' TYP. I T o j CO t� — — — CO _ r - p -' 100' MAX. SPACING ¢ ROADWAY cc SEISER MAIN cc CONNECT TO CATCH BASIN (MATCH CROW UNO) — SS TYPICAL ROOF DRAIN COLLECTION SYSTEM NOT TO SCALE '--STREET DRAINAGE 6" PVC - SS S S =1.0% MIN. (UNO) IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: � / BY: DATE: BY: DATE: BY DATE: CITY OF RENTON by: Date: by: Date: by: Date: OUTFALL PIPE ,'PALLS` — J TOWNSHIP 23 N. RANGE 5 Er - ---- - --- -- - - -- - - - - -, I - -- ------------------------ --- --- - - --�� - - - - -- I I I I I I I I I l I I I I I I I I I 1 I 2 I 3 I 4 BLD. DRAIN CONN., I I I CAP END FOR I 6" DIA. PVC CLEANOUT FUTURE CONN. (TIP.) W/ 6-x6- WYE, SEE 5' (TYP.) DETAIL ON SHEET C3.I03 - --_1 — 2' TYP. � � I � � 2' TYP. I T o j CO t� — — — CO _ r - p -' 100' MAX. SPACING ¢ ROADWAY cc SEISER MAIN cc CONNECT TO CATCH BASIN (MATCH CROW UNO) — SS TYPICAL ROOF DRAIN COLLECTION SYSTEM NOT TO SCALE '--STREET DRAINAGE 6" PVC - SS S S =1.0% MIN. (UNO) IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: � / BY: DATE: BY: DATE: BY DATE: 6- PVC, S=1.00% MIN. APPROX. LENGTH PER PLAN R- 312325 C�1 -" CONSULTANTS Site Planning • Civil Engneedng CALL BEFORE Land Ilse Casulling• Project Management YOU DIG �aa imnwnue,s�ne wolwmm�a,vuaeau 7- 8004245555 ft�la=2W23an l ia.la2,)�m www.cphconsvitents.com are LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS "FDBpp11 Pux owwxo xo: ROADWAY GRADING AND DRAINAGE DETAILS C3.103 25 X40 r2 A-T-7 7NAT y m v � y n N D N � 1 z W N W VOJ VoJ — N/A ..Wryjy XMO 1� Ho:�p,�,w, DATUM .I: CITY OF .� R RENTON Planning /Building /Public Works Dept. • 9DHRDEDER. PE �` PETER EvAHS II p¢ ""' II AMIE B. SCHROEDER, PE � cur pK 511 C01 y NO. REVISION BY DATE APPR APPROVED 6- PVC, S=1.00% MIN. APPROX. LENGTH PER PLAN R- 312325 C�1 -" CONSULTANTS Site Planning • Civil Engneedng CALL BEFORE Land Ilse Casulling• Project Management YOU DIG �aa imnwnue,s�ne wolwmm�a,vuaeau 7- 8004245555 ft�la=2W23an l ia.la2,)�m www.cphconsvitents.com are LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS "FDBpp11 Pux owwxo xo: ROADWAY GRADING AND DRAINAGE DETAILS C3.103 25 X40 r2 A-T-7 7NAT y m v � y n N D N � 1 z W N W 51308 51308 51308 51308 51308 1308 1308 (_COR w 0 0 U W J_ LL z Z U Q W M O O. (L a Q 0 H W M J A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. -7i \ I , ` 36 VERTICAL CURB AND GUTTER SUITABLE UNDISTURBED NATIVE OR COMPACT IMPORT FILL MATERIAL SUBGRADE TYPICAL ROADWAY SECTION -162ND AVENUE NOT TO SCALE C°aYn�[m 2(110 CFN ConauHants.lLC. ROW 4' BLACK VINYL CHAIN LINK FENCE VERTICAL CURB AND GUTTER L2" HMA SURFACING CLASS i/2" 3" ATB CSBC LIMITS OF WETLAND C (CATEGORY 2), SEE WETLAND PLANS C B A BLOCK WALL STA 40 +4 2.5' MAX. HT TOP 431.0 \ TOE 430.0 — — — — — — . STA 41 +40.02, 9.79' / J STA 4&78.01 ASP (EO TOE 429.0 ^ P) ` TOE 428.0 v R: z ¢� I --- - - - - -- - - -- _1P" MSE RETAINING WALL 0 I 4' BLACK VINYL I CHAIN LINK FEA , i,y�yia»�� - t-2" HMA SURFACING CLASS 1/2" SUITABLE UNDISTURBED NATIVE OR 3" ATB COMPACT IMPORT FILL MATERIAL SU—,— 4" CSBC � TYPICAL ROADWAY SECTION -162ND AVENUE NOT TO SCALE CITY OF RENTON by: Date: by: Date: by: Date: REVISION STA. 40 +45 _1P" MSE RETAINING WALL �5= VERTICAL CURB AND GUTTER SUITABLE UNDISTURBED NATIVE OR COMPACT IMPORT FILL MATERIAL SUBGRADE / IN COMPLIANCE WITH CITY OF RENTON NDARDS BY: DATE: BY: DATE: BY: DATE: 2e[ BY: DATE: 0 20 40 PLAN IN FEET 3 ROW t 30' CLR. 3II '9 4' BLACK VINYL MIN. I � I I R: z ¢� I --- - - - - -- - - -- _1P" MSE RETAINING WALL 0 I 4' BLACK VINYL I CHAIN LINK FEA , i,y�yia»�� - t-2" HMA SURFACING CLASS 1/2" SUITABLE UNDISTURBED NATIVE OR 3" ATB COMPACT IMPORT FILL MATERIAL SU—,— 4" CSBC � TYPICAL ROADWAY SECTION -162ND AVENUE NOT TO SCALE CITY OF RENTON by: Date: by: Date: by: Date: REVISION STA. 40 +45 _1P" MSE RETAINING WALL �5= VERTICAL CURB AND GUTTER SUITABLE UNDISTURBED NATIVE OR COMPACT IMPORT FILL MATERIAL SUBGRADE / IN COMPLIANCE WITH CITY OF RENTON NDARDS BY: DATE: BY: DATE: BY: DATE: 2e[ BY: DATE: 0 20 40 PLAN IN FEET 3 ROW t 30' CLR. :d '9 4' BLACK VINYL MIN. CHAIN LINK FENCE VERTICAL CURB o a AND GUTTER Q -- ----- -- - - - - -- 2' HMA SURFACING CLASS i/2° 3" ATE? MSE RETAINING WALL CSBC TYPICAL ROADWAY SECTION -162ND AVENUE NOT TO SCALE STA. 41 +40 vmmr: xeo t CITY OF wrmww: xn taw awn AMIE B. SCHROEDER, P R E N TO N Doors PER:R EVANS ac acx e. SCHROEDER, PE, DATUM planning /Building /Public Works Dept. BY DATE APPR APm�.m ""E'"�p1p1 AvvRtwrn STA. 40 +92.5 R- 371326 CP H CONSULTANTS Site Planning • Civil Engneedng CALL BEFORE Land Use Conwhing, Project Management YOU DIG T. MAVaaAS, 1001 XiA .WAWM 11- 800. 4245555 1 n„„ —2M2390 Fa (a2sl2M238s ♦ww. cOhcons ultaa ts. com wm LIBERTY GARDENS oz /z1/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS vuf aluww wo: ROADWAY GRADING AND DRAINAGE DETAILS C3.104 N r ICI ro� 1 m Q a Q 0 Na a 0 1 z (� N W Ol- Q v 30 -CEO PR O- � n s m O 0 COTTONl1✓ c" ma A RF N oP - i 3 CEDAR FZ0" MAPLE 12 "r ;CEO $ VAR CEDAR `CQEr�AR 3o" CEO -2 °.$Gn..MAPLE 28" CEDAR", !bP LE \\ i � I - 3 , SPACING/HT. I, AMELANCHIER AUTUMN BRILLIANCE 17 � 3" CAL LOT 1 A � 3 BETULA PAPYRIFERA'RENCI' or o 3" CAL TILIA CORDATA CHANCELLOR 101 LANDSCAPE EASEMENT A I `I Mn 11 A ( — . A GRACE SMOKEBUSH 5 GAL A f \ L 100 A OREGON GRAPE 2 GAL I * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. 282 MAHONIA AQUIFOLIUM COMPACTA 10'LANDSCAPE EASEMENT 1 ` I 1 1 / I m r - W N 1 -3►��. LOT 11 �I v 6 V� MATCHLINE !�v I � LOTS 12 -17 PLANTINGS AT STREET SIDE BUFFERS 1 "= 20' -0" 1 0 10 20 p COMMON NAME SIZE SPACING/HT. I, AMELANCHIER AUTUMN BRILLIANCE 17 � 3" CAL v ` 30 BETULA PAPYRIFERA'RENCI' or o 3" CAL TILIA CORDATA CHANCELLOR 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD `I * 12 MALUS'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL 11 COTINUS'GRACE' GRACE SMOKEBUSH 5 GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED �I 3" CAL MIN. 29 1 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL v 12 � I PYRUS'CHANTICLEER' \ \ 3" CAL \ 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL r _ THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7 -8' 3" CAL MIN. 28 RIBES SANGUINEUM RED FLOWERING CURRANT '2' LANDSCAPE \I/ EASEMENT ROSA RUGOSA ALBA WHITE FLOWERING RUGOSA ROSE 2 GAL i 113 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL �unnlni�lo - 33 v DOUBLEFILE VIBURNUM 5 GAL ° 1000 I MASSACHUSETTS KINNIKINNICK 19 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 0 V I x 600 o EMERALD CARPET CREEPING RASPBERRY 1 GAL t i PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT o CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNERS OPTION �Immmrz r t/ \ \ POq ,13 0 r 40 o ml I CI ` li v 20 RN c \ 14 _ vo � Yi _I O c O\ _ 15 1� i 16 1 ,t �a m AMR—am �x 17 1 V� MATCHLINE !�v I � LOTS 12 -17 PLANTINGS AT STREET SIDE BUFFERS 1 "= 20' -0" 1 0 10 20 1 40 LOTS 18 -20 MATCHLINE _ F _ (D,C L O MA C 0 Q C C. C TREE PLANT SCHEDULE FOR ENTIRE SITE QUANT. p COMMON NAME SIZE SPACING/HT. * 33 AMELANCHIER AUTUMN BRILLIANCE 17 � 3" CAL v ` 30 BETULA PAPYRIFERA'RENCI' or o 3" CAL TILIA CORDATA CHANCELLOR 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL * 12 MALUS'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL 11 COTINUS'GRACE' GRACE SMOKEBUSH 5 GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED �I 3" CAL MIN. 29 1 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL 18°, 15 PYRUS'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7 -8' 3" CAL MIN. 28 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL \I/ 17 ROSA RUGOSA ALBA WHITE FLOWERING RUGOSA ROSE 2 GAL i 113 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL �unnlni�lo - 33 v DOUBLEFILE VIBURNUM 5 GAL ° 1000 I MASSACHUSETTS KINNIKINNICK 19 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1GAL 30 "O.C. 600 o EMERALD CARPET CREEPING RASPBERRY 1 GAL 3m PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT � CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNERS OPTION �Immmrz POq / o ml I CI ` v 20 c 1 40 LOTS 18 -20 MATCHLINE _ F _ (D,C L O MA C 0 Q C C. C TREE PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. * 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL ` 30 BETULA PAPYRIFERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL * 12 MALUS'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL 11 COTINUS'GRACE' GRACE SMOKEBUSH 5 GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7 -8' 3" CAL MIN. 29 1 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL 15 PYRUS'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7 -8' 3" CAL MIN. 28 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. SHRUB and GROUNDCOVER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. SHRUBS 70 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL 11 COTINUS'GRACE' GRACE SMOKEBUSH 5 GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL 29 1 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL 28 PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL 28 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL 17 ROSA RUGOSA ALBA WHITE FLOWERING RUGOSA ROSE 2 GAL 113 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 33 VIBURNUM P. T. SUMMER SNOWFLAKE DOUBLEFILE VIBURNUM 5 GAL 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1GAL 30 "O.C. 600 RUBUS PENTALOBUS'EMERALD CARPET EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNERS OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE. STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT. HYDROSEED WITH BRIARGREEN RAPID LAWN; AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA EXISTING CONTO R TRAIL SURFACING MATERIAL, OWNER'S OPTION -7 /y�N2a A1] PROPOSE DOO UR . BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVF� — a—�r>— 6' CEDAR FENCE, SEE SHEET 1-1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12 -20 WILL HAVE STANDARD FENCE Casg 77047 -- � O 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. R- 312328 C DI (2 - `3 -2'�-3 -:I- R 1 -21 -2014 5 -1 -2014 Eha 1417 NE SM St. SEATFLE. WA na 11 VJ Ir UJI LL LL D m 0 J cf) } LLI LJJ Z Q Lu Q Q z c/) Y Z Z O ILL] m Z uJ oa as MW OF WA HWLTON NECISI w a.,''yw1�.oYSo-cnc NHC nu - NFL _ CER16 M No. 513 DATE: 6 -11 -13 EET: L1.1 35 of 40SHEETS l I Ctl y 1 � K N a 0o ray O z N W 0 z T 'v .I a J c v L L =L SS REQUIRED RECREATION SPACE: PER KCC 21A.14.180,36 LOTS TIMES 390 SF PER LOT = 14,040 SF REQUIRED RECREATION SPACE PROVIDED RECREATION SPACE EQUALS 17,843 SF PER KCC 21A.14.190, PLAY AREA REQUIRED IS 36 LOTS TIMES 45 SF PER LOT EQUALS 1,620 SF REQUIRED PLAY AREA. PROVIDED PLAY AREA EQUALS 1,819 SF. PER KCC 21A.14.180.E.3, FOR DEVELOPMENTS OF 25 -50 LOTS, A TOT TOY PLUS TWO ADDITIONAL RECREATION FACILITY OR PIECES OF PLAY EQUIPMENT IS REQUIRED. THE PLAN PROPOSES THE FOLLOWING TO MEET THIS CODE SECTION. (1) PLAY TOY INTENDED FOR CHILDREN (1) SPRING TOY PLAY EQUIPMENT (1) SWING SET PLAY EQUIPMENT RS. , S F M M RECREATION TRACT v Ell 410 RS A Cn%COOV i 0 F�MA C 0 0 � � � V • A � O O � MA MA o - . F \/ / � F r F RECREATION SPACE PLAN 1 "= 20' -0" f1 Y y�� .. '✓ t✓ K-1 �Yl . . ✓°. fy,� ` . . . . . $TORhi Ta#ACT F-1 n i� 0 10 20 40 F = _ C 8 O MA e 1$ O 0 O �o m TREE PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME w e• SIZE co ' 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL th q M ` �w A i BETULA PAPYRI FERA'RENCI' or -V )tCl .` o A V / if 3" CAL Jc LY ✓ - f 2r ` TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL f1 Y y�� .. '✓ t✓ K-1 �Yl . . ✓°. fy,� ` . . . . . $TORhi Ta#ACT F-1 n i� 0 10 20 40 F = _ C 8 O MA e 1$ O 0 O �o m TREE PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING /HT. ' 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL * 30 BETULA PAPYRI FERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL 12 MALUS'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL it COTINUS'GRACE' GRACESMOKEBUSH 5GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL * 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7 -8' 3" CAL MIN. 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL * 15 PYRUS'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7 -8' 3" CAL MIN. 28 RISES SANGUINEUM RED FLOWERING CURRANT 2 GAL * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. SHRUB and GROUNDCOVER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING /HT. SHRUBS 70 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2GAL 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL it COTINUS'GRACE' GRACESMOKEBUSH 5GAL 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL 28 PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL 78 POTENTILLA'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL 28 RISES SANGUINEUM RED FLOWERING CURRANT 2 GAL 17 ROSA RUGOSA ALBA WHITE FLOWERING RUGOSA ROSE 2 GAL 113 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2GAL 33 VIBURNUM P. T. SUMMER SNOWFLAKE DOUBLEFILE VIBURNUM 5 GAL 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1GAL 30 "O.C. 600 RUBUS PENTALOBUS'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT. HYDROSEED WITH BRIARgREEN RAPID LAWN, AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA : TRAIL SURFACING MATERIAL, OWNER'S OPTION ' -- EXISTING CONTOUR 6 PROPOSED CONTOUR ' BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX;HYDROSEED OR APPROVED EQUAL It v ✓ , 0 0 6' CEDAR FENCE, SEE SHEET 1-1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12 -20 WILL HAVE STANDARD FENCE i. Q ---c – ------ 0— 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. —X - - -- SPLIT RAIL FENCE C.> PICNIC TABLE PACIFIC OUTDOOR PRODUCTS PT -38 OR APPROVED EQUAL WOOD BENCH PACIFIC OUTDOOR PRODUCTS BP -25 OR APPROVED EQUAL PACIFIC OUTDOOR PRODUCTS SS -120 SWING OR APPROVED EQUAL PACIFIC OUTDOOR PRODUCTS 4505 i APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, t9 `� VERIFY WITH PLAY EQUIPMENT SAFETY ZONE WITH i �� VERIFY WITH PLAY EQUIPMENT MANUFACTURER �\ MANUFACTURER GAMETIME SADDLE -MATES DUCK 8388 WITH #4893'C' SPRING MOUNT APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, R- 37 2329 t i VERIFY WITH PLAY EQUIPMENT MANUFACTURER C 1:) = R --z""-? -;� 3 al REVISIONS 11 -6 -13 1 -21 -2014 5 -1 -2014 This landscape plan is diasm<nmatic, all dimensions are Mprosimale and must be field verified. C" Lm6avps ArtAe.ft .12 vi a Z W z W =) l< V O v J Z O Y w O LLJ Cc m W W cr Gja VM OF wwSKw N KO I�ANOS�fME u� n u _1SraEL__ crnm W No. 513 DATE: 6 -11 -13 IEET: L1.2 36 of 4p SHEETS l y 1 m K Ny 6 W D Z r � n I � r 3 u SI 3 n L 5 q PLAY AREA NOTES: WALL SURROUND FOR PLAY AREA IS TO BE CONSTRUCTED OF 6.6' PRESSURE TREATED TIMBERS, COORDINATE CONSTRUCTION WITH OWNER AND GENERAL CONTRACTOR. USE PRESSURE TREATED COMPATIBLE CONNECTORS, I.E. , SPIKES. SCREWS, ETC. USE PS TREATMENT STAIN ON END CUTS. PROVIDE DEADMEN TIE BACKS AS NEEDED TO SECURE WALL STRUCTURE. PROVIDE 12" MINIMUM DEPTH OF ENGINEERED WOOD SAFETY CHIP PRODUCT OR EQUAL THROUGHOUT PLAY AREA. PROVIDED SAFETY MATS UNDER SWINGS AND AT END OF SLIDES. PROVIDE UNDER DRAINAGE SYSTEM PER MANUFACTURER'S SPECIFICATIONS. TOP OF WALL IS TO BE AT LEVEL OF SURROUNDING PROPOSED GRADE, WALL IS 18' DEEP. EQUIPMENT SHOULD HAVE THE FOLLOWING USE SAFETY ZONES. USE ZONES -A USE ZONE, COVERED WITH A PROTECTIVE SURFACING MATERIAL, IS ESSENTIAL UNDER AND AROUND EQUIPMENT WHERE A CHILD MIGHT FALL. THIS AREA SHOULD BE FREE OF OTHER EQUIPMENT AND OBSTACLES ONTO WHICH A CHILD MIGHT FALL. STATIONARY CLIMBING EQUIPMENT AND SLIDES SHOULD HAVE A USE ZONE EXTENDING A MINIMUM OF 6' IN ALL DIRECTIONS FROM THE PERIMETER OF THE EQUIPMENT. SWINGS SHOULD HAVE A USE ZONE EXTENDING A MINIMUM OF 6 FROM THE OUTER EDGE OF THE SUPPORT STRUCTURE ON EACH SIDE. THE USE ZONE IN FROM AND BACK OF THE SWING SHOULD EXTEND OUT A MINIMUM DISTANCE OF TWICE THE HEIGHT OF THE SWING AS MEASURED FROM THE GROUND TO THE SWING HANGERS ON SUPPORT STRUCTURE, PLAY AREA WILL NEED ROUTINE MAINTENANCE TO KEEP ITS SAFETY LEVEL AT A MINIMUM. PRODUCTS SHALL MEET CONSUMER PRODUCT SAFETY COMMISSION STANDARDS b' TYPICAL FENCE (yANF c 1 �l PCSr� ev 1 .... _ .. ro= RAIL TUr "' -Iy60R lx4 I`ENGE BOARD O 4x4 PRL55URE TREATED Po ST j III j .2x4 cUUAR BOrron RAIL _ I ..� ' `- vRCVloe 5PAGE FoR SOIL OLEARANLE 9A5Ep ON I F NI5H GRq'jc- n N - FENCE POST MINI: UM 04- EL$IAL DIAMETER OONCRETE HOOTING, - - -�- - i I. T NOT G5'OAR L 3. ALL TO BE n'OWFERKE 3. THE NIR ZD51PE OF THE F SI pE OF FENCE SMALL PAGE TN THE '_OT - OR SD R N 1 l nee IT 3D 2 4. PAINT OR STAIN PARKER NEWPORT BAY pA2 -0] -1231 loner ITE 3A7 vATe: Inp /Io FENCE FOR EAST SIDE OF LOTS 12 -20 PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. TO PI MAX. DENSITY TREE E PIT TO BE THREE TIMES THE DIAMETER OF FOOTBALL SET STAKES PARALLEL TO ADJACENT STREET 12" GREATER THAN ROOTBALL SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL �2 SECTION REE PLANTING DETAIL N.T.S. AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN FOOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SECTION ( GAMETIME SADDLE -MATES DUCK #388 WITH #4893'C' SPRING MOUNT I\ APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT MANUFACTURER \ PACIFIC OUTDOOR PRODUCTS 4505 / ✓`° \ VERIFY WITH PLAY EQUIPMENT SAFETY ZONE WITH MANUFACTURER / r PACIFIC OUTDOOR PRODUCTS SS -120 SWING OR APPROVED EQUAL APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT MANUFACTURER V \ \ j j \ I PLAY EQUIPMENT, SHOWN WITH SAFETY ZONES 1 "= 10" -0" NOTE: VERIFY DIMENSIONS OF EQUIPMENT AND SAFETY ZONE PRIOR TO CONSTRUCTION. INSTALL IN CONCRETE FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO BE e" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH, LAWN AREAS SHALL BE 4" BELOW GRADE TO ALLOW FOR TOPSOIL. TILUEXCAVATE /LOOSEN SOIL IN PLANTING AREAS TO A DEPTH OF 10 ". USE ROCK RAKE TO REMOVE ALL ROCKS OVER 1" IN DIAMETER. ADD 2.5" OF COMPOST TO SHRUB AREAS AND TILL TO A DEPTH OF 8, LIGHTLY COMPACT. ADD 3.5" OF 50/50 SAND /COMPOST SOIL MIX TO LAWN AND SHRUB AREAS, TILLING INTO A DEPTH OF 8 ", LIGHTLY RACK AND COMPACT TO 80% TO PREVENT SETTLING, ALSO CONFORM TO GRADING PLAN. AVOID DISTURBING MAJOR ROOTS OF EXISTING TREES. NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL. PLANT TREES PER DETAIL #2 THIS SHEET, PLANT SHRUBS PER DETAIL #3 THIS SHEET. BACKFILL WITH NATIVE SOIL AS AMENDED ABOVE, MULCH BEDS AND IN 36" DIAMETER AREA AROUND EACH INDIVIDUAL TREE WITH 2" COMP - MULCH. WATER PLANTS IN WELL, CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. AT INDIVIDUALLY PLANTED TREES OUTSIDE OF CONTIGUOUS PLANTING AREAS, STAKE PLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE AN AREA 60" IN DIAMETER PER SOIL NOTES ABOVE. PLANT TREE PER DETAIL #2 THIS SHEET. IN AREAS OF A 2:1 SLOPE OR GREATER USE JUTE EROSION CONTROL MATTING, WITH BIODEGRADABLE STAKES AT MANUFACTURE'S RECOMMENDED SPACING, PLANT THROUGH MATTING. HYDROSEED LAWN AREAS WITH BRIAR GROUP RAPID GROW COMPLETE HYDROSEED MIX OR PREMIUM SOD LAWN AT OWNERS OPTION HYDROSEED DETENTION AREA WITH BRIAR GROUP EROSION CONTROL - DETENTION POND MIX. HYDROSEED OVER TRACK WALKED SURFACE, COORDINATE WITH CIVIL AND GEOTECHNICAL ENGINEER, VERIFY WITH HYDROSEED INSTALLER THAT NATIVE GROUND IS FERTILE ENOUGH TO SUPPORT SEEDMIX. PROVIDE ALTERNATE COST FOR TILLING 2" OF COMPOST AND COMPACTING TO 85% IF NECESSARY. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST -PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE, EVENLY SPACE PACKS AROUND ROOTBALL 6 -8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM UTILITY PIPING OR PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE, CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NDS SM -20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206 -523 -7665 PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON Play Area Installation and Maintenance Notes. L GENERAL Provide and install play area equipment and soft surfacing materials per plans, notes and per manufacture's specifications. 2. MATERIALS: Soft Surface Material. Engineered wood fiber shall be a mix of random -sized Western Red Cedar wood partides that have been ground and screened specifically for use as a playground safely surface. Material shall be free from bark, dirt, leaves, brother contaminants, with interlocking fibers that make a matrix capable of supporting wheelchairs, and other assistive devices. Hardwood material will not be considered, due to the susceptibility to decay. A. Manufacturer shall provide impact test results in accordance with current ASTM F1292 Standard Specification for Impact Attenuation of Surface Systems Underand Around Playground Equipment B. Safely surfacing product must have current IPEMA (International Playground Equipment Manufacturer's Association) testing and certification to be considered in compliance with ASTM F1292 standards. C. Manufacturer must provide proof of ADA accessibility in accordance with ASTM F1951 Standard Specification for Determination ofAccessibilify of Surface Systems Under and Around Playground Equipment. D. Manufacturer must provide proof of compliance with ASTM F2075- Standard for Engineered Wood Fiber for Surface Systems Under and Around Playground Equipment. E. Minimum manufacturers performance warrantee: 10 years Play Equipment. Provide equipment as specified. Confirm availability, current configuration and safety zone layout prior to construction. Notify Owner if current configuration and /or safety zones have changed, and coordinate with Owner /Landscape Architect to adjust play area accordingly, to maintain proper safety zones. A. Equipment shall comply with U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook, and ASTM F1487, latest edition. Alternate products proposed must have written IPEMA certification for every component to be considered compliant with ASTM. B. Provide Certificate of manufacturer's product liability insurance for a minimum of $10 million coverage. C. Provide copy of manufacturers standard warr anty. D. Provide plan view of play structure (with safety zones shown), and individual component specifications. 3. INSTALLATION: Soft Surface Material. A. Provide and install approximately 30% additional material to allow for compaction; depth after 30 day compaction period shall be 12" minimum. B. Install (1) layer of polyester geolextile beneath wood fiber surfacing, overlapping edges at least 4". C. Provide and install (1 ) rubber wear mat, (minimum size 1 %" thick by 36" square) under each swing seat or slide exit, installed an lop of geotexlile. D. Install safety surfacing system in accordance with manufacturers standard installation instructions. E. Installer to provide installation instructions, maintenance instructions, and warrantee information to owner, or owners representative for permanent record keeping. Pla y Equipment. E ui ment. A. Install equipment according to manufacturers printed installation instructions and specifications. All concrete footings are to be below Soft Surface Material. If equipment is ever a concrete vault, coordinate with Owner, General Contractor, and Vault Lid designer regarding bolt connections to vault lid. Coordinate with vault designer regarding possibility that void areas in vault lid planks under bolts might need to be filled with concrete to provide property depth for bolts. B. Upright posts are to be installed plumb with decks. Decks and accessories to be level. All hardware is to be tight and secure. C. Installation shall be performed by a contractor with at least 3 years experience installing playground equipment, and shall be certified by Equipment Manufacturer to install specified playground equipment. D. Installer shall provide Owner with all installation instructions, parts lists, maintenance instructions, and installation tools, upon completion. Also provide a U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook and copies of all ASTM references. 4. MAINTENANCE: A. Owner and all "future operators", i.e. Home Owners Association are responsible for all necessary maintenance. Owner is responsible for informing all'Yuture operators" of this responsibility. Owner is also responsible for providing all documentation, Handbooks, and ASTM reference materials to "future operators". B. Equipment and surfacing will need continuing maintenance to provide necessary level of safety. A maintenance schedule shall be based on the manufacture's recommendations and the intensity of the use of the play area. At a minimum the play area shall be inspected and maintained quarterly. C. Maintenance shall comply with a U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook and ASTM F1487. D. Maintenance shall include, but is not limited to the following; 1. Add soft surface material to maintain fail safety compliance replace when necessary. 2. Inspect and repair equipment, including tightening bolts, replace damaged or missing pieces, lubricating moving parts, and maintain surfacing of all equipment. Replace equipment at the end of its life span. 3. Remove from play equipment and from soft surface material any items that would pose a hazard. 4. Keep a log of all installation, inspection, maintenance and repair operations. R= 312330 B nvl' .a TOP CHAMBER, FENCE :TORT BACK SIDE r.a.. AND 2 SAW CUTS SURROUNDS. O EQUAL TYP. (2) 2-xS- TOP AND BOTTOM STRINGERS CONTINUOUS .• TO REMAIN '.1 Iu Kr 1�cIt' IbIrG II Nrrayp�"' Or f t 1, �l ✓'letI' %y BOARDS - TOP- AND BOTTOM. ALTERNATE FRONT O BACK SIDES Hey I�r lu sa'i91 kii� '� V.IMII rJ u) "� JI 1€ 4 x�w. MIDDLE a' CONTINUOUS g li 1 l t fiG 1 �N 4 BOTTOM O O FINISH ! L# � �' ^! 11dt � � ■ 'l ^`� �'� gr:JB, �1 #I � „gym,,! ILI GRADE FENCE • . OO ELEVATION SUB-GRADE 95SECTION SOLID • • • ' WOOD NOT O SCALE FOR LOTS 1 AND 11 LANDSCAPE EASEMENT t -21 -2014 5 -1 -2014 This Madivape plan is diagmmmaric, all dimensions are approamas and must be field verified. ® wA LmEx¢^ . itwh M12 Z LIJ Q 0 J U) J LU z U) UJ I— O LU a— Q U U) 0 Z J a II 10 ��M STATE OF w/SHINCmN RibsTERED L41INDWSD-G,P„ELfAIR�CrI EECCr NBL eucx. CEIRTIRC E No. 513 L1.3 37 of 4111ISHEETS IuN l J b7 H '^ a C) aF� .H o .>„ IO, (�� W N W TBLOCK_COR CSIT351308 vicinity OTOP351308 Li Q z W 0 a w 0 O U w J LL Z W D Q C� w m J DRAWING INDEX 1 CO. 01 PROJECT COVER SHEET 2 CO. 02 LEGEND, ABBREVIATIONS, AND GENERAL NOTES 3 CO. 03 CITY OF RENTON STANDARD NOTES 4 CO.10 EXISTING CONDITIONS 5 CO.20 HORIZONTAL AND VERTICAL CONTROL PLAN 6 C1.01 ESC PLAN 7 C1.100 ESC DETAILS 8 C1.101 ESC DETAILS 9 C2.00 OVERALL DRAINAGE PLAN 10 C2.10 TRANSPORTATION PLAN 11 C3.00 OVERALL SITE GRADING PLAN 12 C3.01 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 13 C3.02 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 14 C3.03 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 15 C3.04 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 16 C3.05 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 17 C3.06 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 18 C3.07 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 19 C3.08 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 20 C3.09 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 21 C3.20 STORM WATER POND DETAILS 22 C3.21 STORM DRAINAGE POND PLAN AND DETAILS 23 C3.101 ROADWAY GRADING AND DRAINAGE DETAILS 24 C3.102 ROADWAY GRADING AND DRAINAGE DETAILS 25 C3.103 ROADWAY GRADING AND DRAINAGE DETAILS 26 C3.104 ROADWAY GRADING AND DRAINAGE DETAILS 27 C4.00 OVERALL UTILITY PLAN 28 C4.01 SANITARY SEWER PLAN AND PROFILE 29 C4.02 SANITARY SEWER PLAN AND PROFILE 30 C4.03 SANITARY SEWER PLAN AND PROFILE 31 C4.04 SANITARY SEWER PLAN AND PROFILE 32 C4.05 SANITARY SEWER PLAN AND PROFILE 33 C4.06 SANITARY SEWER PLAN AND PROFILE 34 C4.07 SANITARY SEWER PLAN AND PROFILE 35 L1.0 TREE RETENTION- REPLACEMENT PLAN 36 L1. 1 STREET TREE PLAN 37 L1.2 RECREA T ION SPACE PLAN 38 L1.3 LANDSCAPE NOTES AND DETAILS 39 M1 WETLAND MITIGATION PLAN 40 M2 WETLAND AND BUFFER MITIGATION PLAN Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Annroved bv: A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. LIBERTY G A ID 1E N S CITY OF RENTON WASHINGTON ROADWAY GRADING., DRAINAGE AND SANITARY SEWER IMPROVEMENTS CITY OF RENTON Date: Date: Date: Date: e SITE PLAN k" ' n� * N I to o to 2 MARCH 16, 2015 EXIST. IMPERVIOUS AREA (AC) = NET PROPOSED IMPERVIOUS AREA (AC)= PROJECT INFORMATION GENERAL PARCEL NO.: ADDRESS: ZONING: PRESEN T USE: WATER DISTRICT: SEWER DISTRICT: AS- BUILTS 7 8 9 10 11 i I VICINITY MAP PROJECT TEAM 0.00 OWNER APPLICANT 5.879 SSHI LLC CONTACT: KYLE LUBLIN 12910 TOTEM LAKE BLVD NE, SUIT 220 KIRKLAND, WA 98034 PHONE: (425) 821-3400 FAX: (800) 648 -2308 145 7500145 & 145 7500150 162ND A VE SE & SE 140TH PLACE R- 4(KI NG COUN TY) VACANT KING COUNTY WATER DISTRICT /90 CI TY OF RENTON SITE DEVELOPMENT TOTAL SITE AREA PUBLIC STREET DEDICATION OPEN SPACE TRACTS: NET DEVELOPABLE AREA ALLOWABLE NO. LOTS NO. LOTS PROPOSED FRONT YARD (STREET) SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK: GARAGE SETBACK: MAX. BUILDING HEIGHT: MINIMUM LOT WIDTH: t CONSTRUCTION PERMIT APPROVAL 2 1 AS- GUILTS Hsi REVISION 389,998 SF (8.95 AC) 781,154 SF (1.79 AC) 102t626 SF (2.36 AC) 209s218 SF (4.80 AC) 36 36 10 FEET 5 FEET 5 FEET 20 FEET 35 FEET 30 FEET UTILITY PURVEYORS /SERVICES WATER DISTRICT: SEWER DISTRICT: SCHOOL DISTRICT.- FIRE DISTRICT: POWER: GAS: TELEPHONE N CABLE: M21IIIIIIII 10"A JBS wm&vm J BS m=Nm JAMIE B. SCHROEDER, PETER EVANS CHECKM IE B. SCHROEDER, AP P R mw PROVED KING COUNTY WATER DISTRICT NO. 90 Cl TY OF REN TON ISSAQUAH #411 KC FIRE DISTRICT NO. 25 PUGET SOUND ENERGY PUGET SOUND ENERGY QUEST COMMUNICATIONS COMCAST votwlJI _ 440 , fed N/A H =011 rK: NO , Ws/, 011, ow mw DATUM ffFULL MPLE F Nor OW NCH Sm#u X001111111mmWy LANDSCAPE ARCHITECT GHA LANDSCAPE ARCHITECTS CONTACT: NEIL BUCHANON 1417 NE 80TH STREET SEATTLE, WA 98115 PHONE: (206) 522 -2334 R- 37331 ��► CITY OF RENTON Planning /Building /Public Works Dept. Ob NOT TO SCALE CIVIL ENGINEER CPH CONSULTANTS CONTACT: JAMIE SCHROEDER, PE 733 7TH AVE, SUITE 100 KIRKLAND, WA 98033 PHONE: (425) 285 -2390 FAX: (425) 285 -2389 SURVEYOR DMP ENGINEERING, SURVEYING, LAND PLANNING CONTACT: PAUL MORROW 726 AUBURN WAY NORTH AUBURN, WA 98002 PHONE: (253) 333 -2200 IN w f 41 • CALL BEFORE 4D YOU DIG 1480- 424 -5555 CPIH CONSULTANTS Site Planning • QW Engineeq Land Ilse Consulting • Project hManagement 733 7th Avenue. Suite 100 I Kfr &W, WA 96033 Phone: (425) 2852390 1 FAX: (425) 2852389 www.cphconsultants.com WE LIBERTY GARDENS 02/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ^`" :)ACE: COVER SHEET CO-01 L 1 w IAI-ININININIAIA r T x > 0 n D Z 0 Z C m I 4 N • � -z J �l N W s I I I T v• c 1 i T rz V K m m m r T x > 0 n D Z 0 Z C m I 4 N • � -z J �l N W s I I I T 1 i T O T m TBLOCK_COR z U W- a w 0 0 U W J U. Z W D Q 0 W m J LEGEND EXISTING PROPOSED ROAD WA Y CEN TERLINE - - PROJECT BOUNDARY LINE - - - PROPERTY BOUNDARY LINE ASPHALT TREATED BASE RIGHT -OF -WAY LINE AVENUE EASEMENT LINE - - - - EDGE OF PAVEMENT LINE BOUNDARY 10' CONTOUR LINE BACK OF CURB 2' CONTOUR LINE _ - BOTTOM OF WALL SANITARY SEWER MAIN SS SS WATER LINE - - - - CA TCH BASIN FIRE SUPPLY - -- - __ _ - - _ __ F F STORM PIPE CORRUGATED METAL PIPE ROOF DRAIN RD RD GA S LINE GAS FENCE LINE CONTINUOUS POWER LINE Cl TY OF REN TON BURIED POWER LINE - CORRUGATED POLYETHYLENE PIPE UTILI TY EASEMENT - - - TELEPHONE LINE CRUSHED SURFACING BASE COURSE BURIED TELEPHONE LINE - -- SWALE - - - - - - -- - -- SILT FENCE _ - _ _ __ _ -- - X- X- X -X -X- CONSTRUCTION FENCING DRI VEWA Y CLEARING LIMI T EAST SANITARY SEWER CLEAN OUT END CURB RETURN SANITARY SEWER MANHOLE ELEVATION STORM DRAIN CATCH BASIN - TYPE I EDGE OF PA VEMEN T STORM DRAIN CATCH BASIN -TYPE ll EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE STORM DRAIN INLET (NO CATCH) EASEMENT STORM DRAIN CULVERT - EMERGENCY VEHICLE ACCESS WA TER CAP11PLUG EXISTING WA TER COUPLING FLOW LINE GUARD POST • REDUCER FACE OF CURB THRUST BLOCK HORIZONTAL WA TER METER INVERT ELEVATION 2 NOZZLE FIRE HYDRANT Ak 3 NOZZLE FIRE HYDRANT INVERT FLANGE/BUNO FL JOINT ►� MECHANICAL JOINT C PUSH- ON/HUB JOINT C THREAD JOINT AIR RELIEF VAL VE BLOW -OFF VALVE 1 BU TTERFL Y VAL VF x ►Ti CHECK VALVE N GATE /GENERAL VALVE H PLUG VAL VE GAS METER - GAS VAL VE l�l PAD MOUNTED TRANSFORMER FA POWER VAULT FP TRANSMISSION TOWER (SCALEABLE) UTILI TY POLE _ } PO WER POLE �- UTILI TY POLE ANCHOR : - TELEPHONE RISER 0 TELEPHONE VAUL T T BUS STOP Bus MAIL BOX RIP RAP ROCKERY SHRUB GENERAL SIGN - - REGULA TORY SIGN -�- TREE (CONIFER) TREE (DECIDUOUS) STREET LIGHT BRIDGE/TUNNEL ASPHALT PA VEMEN T CONCRETE - Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. AUnroved bv: CITY OF RENTON Date: Date: Date: Date: A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. ABBREVIATIONS AC ASPHALT CONCRETE PA VEMEN T AP ANGLE POINT ASS'Y. ASSEMBLY A TB ASPHALT TREATED BASE A VE AVENUE BCR BEGIN CURB RETURN BDRY BOUNDARY BOC BACK OF CURB BOW BOTTOM OF WALL q CENTERLINE CB CA TCH BASIN CDF CONTROLLED DENSITY FILL CMP CORRUGATED METAL PIPE CONCRETE CONC. CONN. CONNECTION CONT. CONTINUOUS COR Cl TY OF REN TON CPP CORRUGATED POLYETHYLENE PIPE PVMT (W /SMOOTH INTERIOR WALLS) CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIAM. DIAMETER DI DUCTILE IRON DIN DRI VEWA Y E EAST ECR END CURB RETURN ELEV. ELEVATION EDP EDGE OF PA VEMEN T ESC EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE ESMT. EASEMENT EVA EMERGENCY VEHICLE ACCESS EXIST. EXISTING FL FLOW LINE FL. FLANGE FOC FACE OF CURB HORIZ. HORIZONTAL IE INVERT ELEVATION IN T. INTERSECTION IN V. INVERT KC KING COUNTY KCRS KING COUNTY ROAD STANDARDS LCPE LINED CORRUGATED POLYETHYLENE PIPE LF LINEAL FEET LT LEFT LUI LAND USE INSPECTOR MAX. MAXIMUM MFR. MANUFACTURER MH MANHOLE MIN. MINIMUM MJ MECHANICAL JOIN T N NORTH NIC NOT IN CONTRACT 0. C. ON CENTER PC POINT OF CURVATURE PE PLAIN END PI POINT OF INTERSECTION PL. PLACE PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PUE PUBLIC UTILITY EASEMENT REQ'D. REQUIRED RP RADIUS POINT RR REDMOND RIDGE RRE REDMOND RIDGE EAST UPD ROW RIGHT -OF- WA Y RT RIGHT S SOUTH SD STORM DRAIN SP. SPACE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STA TION TESC TEMPORARY EROSION AND SEDIMENT CONTROL TOC TOP OF CURB TYR TYPICAL TBW TOP BACK OF WALK TOW TOP OF WALL UNO UNLESS NOTED OTHERWISE VERT. VERTICAL WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ WI TH W WEST WS WA TER SER VICE CONSTRUCTION MATERIALS MATERIAL WSDOT SPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9- 03.9(3) CRUSHED SURFACING BASE COURSE 9- 03.9(3) ASPHALT TREATED BASE (ATB) 9 -03.6 PIPE ZONE BEDDING 9- 03.12(3) WASHED DRAIN ROCK 9- 03.12(5) CLEAN SAND 9 -03.13 QUARRY SPACES 9 -13.6 ASPHALT CEMENT CONCRETE 9 -02.1 & 9 -03.8 NA AVF FILL MA 1FRlAL AND SI7?UC7URAL BORROW 9- 03.14(3) IMPORTED STRUCNRAL FILL MATERIAL 9- 03.14(3) lMPOR1FD SELECT FILL MA7FRlAL 9- 03.14(1) GEOTEXTILE OR GE07FX FABRIC 9 -33.2, TABLE 3 (MIRAFl 600X OR EQUAL) GEO- FABRIC SILT FENCE 9 -33.2, TABLE 6 (MIRAFI 100X OR EQUAL) NON-WOVEN GEOTE'XALE OR GEOTEX FABRIC 9 -33.2, TABLE 1 & 2 (MIRAFI 1401V OR EQUAL) UNSUITABLE EXCAVA110N 2- 03 3(14)E,F GRAVEL BORROW 9- 03.14(1) REVISED FOR 5X MAX. PASSING A US N0. 200 SIEVE RIP RAP (HEAVY) 9- 13.1(1) RIP RAP (LIGHT) 9- 13.1(2) RIP RAP (HAND PLACED) 9 -13.2 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9- 05.1(7) PORAANO CEMENT CONCRETE 6.02. 3(2)8 DUCALE IRON PIPE 9 -05. 13 CONCRETE PIPE 9 -05.7 CORRUGATED METAL PIPE (CMP) 9- 05.1(2) PVC PIPE 9 -05.12 BLACK VINYL COATED CHAIN LINK FENCE 9.16.1 WSOOT STANDARD PLAN L -2 TYPE 1 OR TYPE 3 WITH NN11 COALING 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS sakE 2 AS- BUILTS GG 03/16/15 JBS Demallillm N/A JAMIE B. SCHROEDER, P PETER EVANS ow NMI a AMIE B. SCHROEDER, PE Wa OW � NO. REVISION BY DATE AP P R �� � A00010110LY APPROVED "cHIMM r"`U W 1/11ft, DATUM GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; KING COUNTY, AND CITY OF RENTON; AND ALL AMENDMENTS TO THE STANDARDS SPECIFICATIONS AND SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (1- 800 - 424 -5555) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. 3. THE EROSION AND SEDIMENTATION CONTROL (ESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF COND17IONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED 1N -KIND TO THE SAME STANDARDS OF NEW FACILITIES. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS. 6. ALL EXISTING ON -SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND KING COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL SANITARY SEWER FACILITIES SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF RENTON STANDARDS, GENERAL REQUIREMENTS AND DETAILS FOR WATER MAIN CONSTRUCTION, AND GENERAL REQUIREMENTS AND DETAILS FOR SEWER MAIN CONSTRUCTION. 8. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRICTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 9. THE CONTRACTOR SHALL COORDINATE ACTT WTIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUC77ON TO SCHEDULE W )RK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR 0774ERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. 10. UTILITIES,, OR INTERFERING PORTIONS OF U770 TIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT M4ICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. 12. THE CONTRACTOR OR OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND /OR TESTING AGENCY TO PERFORM SUBGRADE /BA CKFI LL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS IONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPECTIONS AND TESTING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. R- 312331 i '.. • L • CALL BEFORE YOU DIG 14OO- 424-5555 CP H CONSULTANTS Site Planning • CM Engineemg Land Use Consulting • Project Management 733 7th AvemA Suft 100 I K►rlcWW, WA 99033 Nww: (425) 2852390 I FAX (425) 2852389 www.cphconsultants.com W-E-. 02/21/1 LIBERTY GARDENS ' ��► � CITY OF ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS :E RENTON DAZE DRAWIC %4C: Planning /Building /Public Works Dept. LEGEND, ABBREVIATIONS, AND GENERAL NOTES C0.02 �__. 0'r: 2 Q A NIN N NIA14 I I i D i s • z z z > 0 n D Z 0 Z C 3 m m n [J - >w J > O �z N W D Z C 4 o T 1 - T :2 s s _ r � z m z Z m I I i D i s • z z z > 0 n D Z 0 Z C 3 m m n [J - >w J > O �z N W D o T 1 - T :2 s s _ r � TBLOCK_ COR w Q z 0 0 W D O LLU w J Z W O Q 0 w m J A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. CITY OF RENTON STANDARD NOTES SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS CITY OF RENTON HEX CONDITIONS 1 • BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTT VITY OCCURS, APRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA THE PROPOSED PLAT OF LIBERTY GARDENS IS APPROVED PRELIMINARY APPROVAL SUBJECT TO THE CONDITIONS FROM THE STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & OF RENTON PLAN REVIEWER. APRIL 28, 2009 HE REPORT SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 77MES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRI77NG BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA71ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CON T RAC TOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR 774E MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEP774 OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS71NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVE D BY THE CITY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA71ONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC77W TY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESER VA 17ON AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. 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 /SEDI MEN TA I ION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI TTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN71CIPA TED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, /T SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMI TTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTI W 77ES 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. 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE 71ME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMI TTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION /SEDI MEN TA TION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED Wl TH A MINIMUM OF THREE (3) FEET, 3:1 SIDE SLOPES 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 x50 x8" OF 4 TO 6 -INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. Approved by: Approved by: Approved by: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Approved bV: CITY OF RENTON Date: Date Date: Date: 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY W. S. D. O. T. AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPAR TM EN T. 3. 774E SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 5. DATUM FOR VERTICAL CONTROL SHALL BE NOR774 AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS 0 T HER WISE APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVA 71ONS ARE NO TED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UN77L CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETEN71ON/DE7ENTI0N FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION W17H ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER U TILI TY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY PREPARED FOUNDATION ION IN ACCORDANCE WITH SECTION 7-02.3(l) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C'; WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 9090 OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WI THIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECT 10N OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"8 "/40X 70X PASSING; 2" 4" ROCK 130X 40% PASSING; AND -2" ROCK 110X 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OF SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SEC77ONS OF THE W S D.O.T. STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). 1 CONSTRUCTION PERMIT APPROVAL 2 AS- BUILTS X03 REVISION JBS 4AMIE B. SCHROEDER, or+e PETER EVANS CHECHM JAMIE B. SCHROEDER, AP P R W; �pROVED N/A ow PCH AT FULL SWX IF NOr OW WCH WME ACOOFAWCLY DATUM THE CITY COUNCIL SHOULD APPROVE THE 36 -LOT PRELIMINARY PLAT SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT WILL BE REQUIRED TO SUBMIT A TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN (TESCP) DESIGNED PURSUANT TO STATE DEPARTMENT OF ECOLOGY'S EROSION AND SEDIMENT CONTROL REQUIREMENTS, OUTLINED IN VOLUME 11 OF THE 2001 STORMWATFR MANAGEMENT MANUAL. THE PLAN MUST BE SUBMITTED TO AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION PLAN REVIEW STAFF PRIOR TO ISSUANCE OF THE UTILITY CONSTRUCTON AND DURING UTILITY AND ROAD CONSTRUCTION. 2. THE DETENTION SYSTEM FOR THIS PROJECT SHALL BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOUND IN THE 2005 KING COUNTY SURFACE WATER DESIGN MANUAL TO MEET BOTH DETENTION (CONSERVATION FLOW CONTROL - A.K.A. LEVEL 3) AND WATER QUALITY IMPROVEMENTS." 3. THE APPLICANT SHALL COMPLY WITH THE CONDITIONS IMPOSED BY THE ERC AS MODIFIED IN THE APPEAL DECISION 4. THE APPLICANT SHALL PROVIDE AN EAST /WEST ROAD CONNECTION FROM 162ND AVE SE TO 164TH AVE SE IN ORDER TO CREATE HIGHLY CONNECTIVE ROAD NETWORK. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187 AS AMENDED (1993 KCRS). 5. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED PLAT PLAN, DEPICTING AN EAST/WEST ROAD CONNECTION FROM 162ND AVE SE TO 164TH AVE SE, WHICH IS ALSO CONSISTENT WITH ALL PRELIMINARY PLAT REVIEW CRITERIA. THE REVISED PLAT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE DEVELOPMENT SERVICES DI VISION AND THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO ENGINEERING PLAN APPROVAL. 6. BOTH FRONTAGES, 162ND AVE SE AND 164TH AVE SE, FOR THE FULL LENGTH OF THE PROPERTY SHALL BE IMPROVED TO THE SATISFACTION OF THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION SUBJECT TO THE KING COUNTY ROAD STANDARDS OR AS MODIFIED BY VARIANCE. 162ND AVE SE SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE URBAN NEIGHBORHOOD COLLECTOR STANDARD. NO LOT SHALL HAVE A DRIVEWAY ENTERING OFF 162ND AVE SE OR 164TH AVE SE. 7. THE APPLICANT SHALL CREATE PEDESTRIAN PATHS AND LINKS AS DETERMINED BY STAFF. 8. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A DETAILED TREE RETENTION PLAN WITH THE ENGINEERING REVIEW APPLICATION. THE TREE RETENTION PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 9. THE APPLICANT SHALL PAY A TRANSPORTATION MITIGATION FEE BASED ON $75.00 PER NET NEW AVERAGE DAILY TRIP ATTRIBUTED TO THE PROJECT. THE FEE FOR THE PROPOSED PLAT IS ESTIMATED AT $25,839.00 (:75.00 X 9.57 TRIPS X 36 LOTS = $25,839.00) AND IS PAYABLE TO THE CITY PRIOR TO THE RECORDING OF THE FINAL PLAT. 10. THE APPLICANT SHALL ESTABLISH A HOMEOWNERS' ASSOCIATION FOR THE DEVELOPMENT, WHICH WOULD BE RESPONSIBLE FOR ANY COMMON IMPROVEMENTS AND /OR TRACTS W THIN THE PLAT PRIOR TO FINAL PLAT RECORDING. 11. THE APPLICANT SHALL PAY SCHOOL IMPACT FEES PER RMC 4 -1 -160, D, TOT EH CITY OF RENTON, ON BEHALF OF THE ISSAQUAH SCHOOL DISTRICT. THE FEE FOR THE PROPOSED PLAT IS ESTIMATED AT $216,756.00 ($6,021.00 X 36 LOTS = $216, 756.00). R- 312333 4DCALL BEFORE YOU DIG 14800.42 -5555 s �I� z 2 z C z m z M D T f z ST Z z z I i I r� < =_ �- z �J 1 1 i O D Z Z C Im M M c P f CONSULTANTS a Site Planing • CrA Engneemg T Land Use Consulting • Project Management a D 733 7th Avenue, Suite 100 I Kuk", lMA 96033 s Phone: (425) 2852390 I FAX (425) 2852389 www.cphconsuItants.com 2 �T RENTON CITY OF LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ML ;)AGE: �R DRAWING vC Planning /Building /Public Works Dept. CITY OF RENTON STANDARD NOTES CO-03 OTOP351308 TBLOCK_CO �R OSIT35130 3 Li Q z U W 3 0 Of Q- :r T � � T X =s Z d T r � "z z T O D 2 G1 Z C 9 CD m n I v r� < v N W f Y, s • z T Z C fi z m z m Li Q z U W 3 0 Of Q- :r T � � T X =s Z d T r � "z z T O D 2 G1 Z C 9 CD m n I v r� < v N W f D T T O fi OTOP351308 TBLOCK_COR CSIT351308 OSIT351308 CUSD351308 CUWS351308 w 0 0 U w J U. LLI C/) Z Z W w 0 o Ir � Q 0 o� w J A PORTION OF THE SE 1,/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ej W.M. CA VALLA PLAT i \ N= 176802.46 20+00.00 163RD A WNUE SE TA 40+ 0.00 I ' INT 12 +39.29 SE 140TH STREET INT 14+&.36 SE 1407H StREET 28+56.36 163RD A SE E= 1321170.94 0 N= 176668.98 N= 176661.51 U E- 132140 9.46 58870'32"E E= 1321682.41 ' � , ( TA - 70.02' _ 176 783.39 -5f1— � r- — 50! — E= 1321821.33 WETLAND / 30' SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANT METRI C INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLL 0 WI NG SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM: NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK: BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF S.E. 142ND PLACE AND 156TH AVE. S E. EL= 408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS: THE S. LN. OF THE SE 1A SEC. 14- T23N -R5E, W.M. BEARING N88.3740V LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTE: THE PROJECT SURVEYOR SHALL CONFIRM HORIZONTAL CONTROL WITH A MINIMUM OF TWO OF THE CITY OF RENTON'S SURVEY CONTROL NETWORK POINTS. THE FINAL ELECTRONIC FILES PROVIDED TO THE CITY FOR RECORD DRAWINGS SHALL BE ADJUSTED (IF NECESSARY) TO THE CITY'S DATUM. Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS wmE1ED= Sm 2 AS— BUILTS GG 03/16 15 JBS DESMOM 1 " =50' JAMIE B. SCHROEDER, P owe PETER EVANS OW NCH CHECKM IE B. SCHROEDER, PE Wr OW � NO. REVISION BY DATE AP P R mvwJm SCALE ACCOrd 1N0LY APPROVED vQtncx: I" lase Hommllem : me ,e3/1901 DATUM !L CITY OF MR RENTON Planning /Building /Public Works Dept. Fssl I T E �!V O CONSULTANTS Site Ptanrwg ' QW Engineenng 0 50 100 YOU DIG CALL BEFORE Land Use Consulting. ProjW Manapment 14800- 4245555 733 7m Awwue, Sue 1001 KvWm, WA 9ea� PLAN IN FEET Phor e: (425) 28&2390 1 FAx (425) 2862389 www.cphconsultants.com 3A-_ LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DAG :)RAWW r- HORIZONTAL AND VERTICAL CONTROL PLAN CO.20 s ~�=- 5 y 40 Al NINININIAIA z Z NJ DS! Z C m D R � r� _z m T m i i 10* LANDSCAPE ESWT. 69M SF AA 5991 SF 5 SF 6 SF ., 5* SIDEWALK SF 101 PUE 4TER ROW SIDEWALK J - — __-o �� ova ®� wa��a�e �� 1 INT 16+50.50 am . . e f .. .: . SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANT METRI C INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY DMP INC. (JOB NO. 01540), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLL 0 WI NG SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP: VERTICAL DATUM: NAVD 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK: BRASS DISK IN CONCRETE MONUMENT IN THE INTERSECTION OF S.E. 142ND PLACE AND 156TH AVE. S E. EL= 408.64 MERIDIAN: HPGN 83191 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS: THE S. LN. OF THE SE 1A SEC. 14- T23N -R5E, W.M. BEARING N88.3740V LEGAL DESCRIPTION: TRACTS 5 AND 6, BLOCK 4 CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTE: THE PROJECT SURVEYOR SHALL CONFIRM HORIZONTAL CONTROL WITH A MINIMUM OF TWO OF THE CITY OF RENTON'S SURVEY CONTROL NETWORK POINTS. THE FINAL ELECTRONIC FILES PROVIDED TO THE CITY FOR RECORD DRAWINGS SHALL BE ADJUSTED (IF NECESSARY) TO THE CITY'S DATUM. Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS wmE1ED= Sm 2 AS— BUILTS GG 03/16 15 JBS DESMOM 1 " =50' JAMIE B. SCHROEDER, P owe PETER EVANS OW NCH CHECKM IE B. SCHROEDER, PE Wr OW � NO. REVISION BY DATE AP P R mvwJm SCALE ACCOrd 1N0LY APPROVED vQtncx: I" lase Hommllem : me ,e3/1901 DATUM !L CITY OF MR RENTON Planning /Building /Public Works Dept. Fssl I T E �!V O CONSULTANTS Site Ptanrwg ' QW Engineenng 0 50 100 YOU DIG CALL BEFORE Land Use Consulting. ProjW Manapment 14800- 4245555 733 7m Awwue, Sue 1001 KvWm, WA 9ea� PLAN IN FEET Phor e: (425) 28&2390 1 FAx (425) 2862389 www.cphconsultants.com 3A-_ LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DAG :)RAWW r- HORIZONTAL AND VERTICAL CONTROL PLAN CO.20 s ~�=- 5 y 40 Al NINININIAIA z Z NJ Z C m D R � r� _z m T m i i T �s :z z T } 1 I I O D Z 0 Z C ic ED m I M v € _ >_ � w R � 1 N W i m D R � z TBLOCK_COR CSIT351308 OTOP351308 CESC351308 CUWS351308 CUSD351308 CGRD351308 CNOT351308 OSIT351308 Ld Z w ir W D O U w J LL Z W D a: a: Q C3 W m J Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by : CITY OF RENTON Date: Date: Date: Date: A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ej W.M. 1 CONSTRUCTION PERMIT APPROVAL 2 1 AS— GUILTS NO. REVISION t I t f PROPERTY BOUNDARY (TYP.) SD I x 1 I 7 Z i > < _= T I �T m C f 1 • �20 z N � r I 6 I vi �z I m Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by : CITY OF RENTON Date: Date: Date: Date: A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ej W.M. 1 CONSTRUCTION PERMIT APPROVAL 2 1 AS— GUILTS NO. REVISION t I t f PROPERTY BOUNDARY (TYP.) SD -- 1 I 7 Z i > < _= T I �T m C f 1 • �20 z N � r W 6 �z m z m i > - , • EX. CB f JBS 05 01 1 JBS': 1 " =50' GG 0 JBS JAMIE B. SCHROEDER, PE PETER EVANS ow NMI dECl®c AMIE B. SCHROEDER, PE AT FULL SCAS F Nor OW PCH BY DATE AP P R ACCOMLY SCA1 1N0 = APPROVED NOTES. 1. TEMPORARY CULVERTS, I N TERCEP TOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS IONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR 2. ALL EXIST. BUILDINGS, FENCING, AND IMPROVEMENTS WI THIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. 3. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMP'S DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACIL171ES ACTIVE DURING CONSTRUCTON SHALL BE CLEANED AND /OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WI THIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF REN TON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLET ION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESI GNA T ED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OR THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY. THE AMENDMENT SHALL TAKE TAKE P; ACE BETWEEN MA Y1 AND OCTOBER 1/ REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. 9. DUST CONTROL MEASURES WILL BE APPLICABLE. RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. J. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 5. INSTALL PERIMETER PROTECTION (SILT FENCE ETC.). 6. CONSTRUCT SEDIMENT POND. 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE W►TH RENTON STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND1110NS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE W►TH THE RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. R- 311336 NOTE ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CI N OF RENTON INSPECTOR ,Ell"Em: mm Im HONZOWA_ WD ,W3/101111 DATUM CITY OE RENTON Planning /Building /Public Works Dept. CONSTRUCTION NOTES O STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1. 100 2O NO TRESPASSING SIGN 3O SILT FENCE PER DETAIL ON SHEET C1.100 OAPPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING UAIITS DETAIL ON SHT. C1.100 5OCONSTRUCTION FENCING PER DETAIL ON SHEET C1.100 6O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 O7 ROCK CHECK DAM PER DETAIL ON SHEET C1.100 OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER PUN, S =2.S MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OUTFACE CATCH BASIN INLET PROTECTION PER DETAIL AN SHEET C1.101 12 ROCK -LINED DITCH ALONG POND SLOPE LEGEND X X X SD mow � SILT FENCE CONSTRUC77Ow FENCING TEMPORARY INTERCEPTOR DITCH W TH ROCK CHECK DAM PERMANENT SD FACILI TY (SEE NOTE 4) RIP- RAP /QUARRY SHALL PAD CATCH BASIN INLET PR07EC77ON TEMPORARY CUL VERT f+ P $ O SIONA CALL BEFORE 4D YOU DIG 14800 - 424 -5555 CP H CONSULTANTS Site Planning ' Crd Engineaq land Use Consutang • Project Abnapment 733 7th Amore, Suite 100 1 Kirk", WA 99033 Phone: (425) 285-2390 ( FAX: (425) 286.2389 www.cphconsultants.com 3A7: LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ESC PLAN DRAWNC %C: C1.01 6 x� A — NNNNAA - Z_ -- 1 I 7 Z i > < _= T I �T m C 7: 1 • z N � r W � �z m z m i > D_ y: T � z -z z > O a D Z 0 Z C 49 m m n I r 1 I 7 [J — i > < _= T I m T s 7: 1 • z N i W I I I i D T T I m T s • Z TBLOCK_COR Uj z U w 3 0 w a_ w 0 O U w J LL Z W D cr Q 0 oC W m J VeL M11T. u ,_PTH EAR TH OR GRASS LINED DEPTH ROCK LINED 1 COMPA C T QUARRY SPALLS NOTES 1 • EARTH OR GRASS LINED DITCHES SHALL HAVE SLOPES OF 6% OR LESS AND A MAXIMUM FLOW VELOCITY OF 5FPS. 2. ROCK CHECK DAMS SHALL BE USED IN EARTH OR GRASS LINED DITCHES FOR SLOPES GREATER THAN 3% 3. ROCK LINED DITCHES SHALL BE USED WHEN SLOPES EXCEED 6% OR FOR FLOW VELOCITY GREATER THAN 5FPS. MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDERDESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDERDESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY CITY OF RENTON. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION CONTROL BLANKET OR NET. TEMPORARY INTERCEPTOR DITCH NOT TO SCALE INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER KING COUNTY ROAD STANDARDS /RpP� o Q o c R = 25' MIN cEO7ExnLf TYPE I QUARRY SPACES EDGE OF EXISTING ROAD SURFA CE `50 %04 L 12" MIN PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA - MAINTENANCE STANDARDS: 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE W17H THE SPECI FI CA TIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF /T IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIA TEL Y. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SECTION 5.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by : CITY OF RENTON Date: Date: Date: Date: A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. FILTER FABRIC MA TERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2 x2 x14 ga. WIRE FABRIC OR EQUIV. If 6" 2x2 x14 ga. WIRE TI 77 I I PRO VIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL OR NATIVE I I Cv SOIL IN TRENCH & ON BOTH I I [SIDES OF FILTER FENCE e 1 1 FABRIC ON THE SURFACE. Ln :'' 1. 1-1. 1 1' -, I I BOTTOM `D I AMIRAFI 10OX OR EQUAL FILTER BURY BOTT0 I I MATERIAL IN 8 102" TRENCH. N FABRIC MATERIAL IL 6' MAX. I I I I 2x4" WOOD POST STANDARD OR u U BETTER OR EQUAL ALTERNATE: STANDARD NOTES. STEEL FENCE POSTS. A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCA VA TED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 1S STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E. APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 3Y4 -INCH MINIMUM WASHED GRA VEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIA TEL Y AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIA TEL Y. MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. J. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND AC11NG AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZA110N OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXI)LE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. TYPICAL SILT FENCE NOT TO SCALE CONTINUOUS ORANGE CONSTRUCTION FENCE, TENSAR OR EQUAL �METAL FENCE POSTS-1 10' MAX. NOTE 1. SEE ESC AND CLEARING PLANS AND TYPICAL CLEARING LIMITS DETAIL FOR FENCE LOCATION CONSTRUCTION FENCING NOT TO SCALE 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS" 2 AS- GUILTS GG 03/16/15 JBS AMIE B. SCHROEDER Dalft PETER EVANS CHECHM AMIE B. SCHROEDER NO. REVISION BY DATE APPR 1 �pROVED N/A 0lIE Npi AT Fu. U*E FWtoWWCH W.M1 Pim AL WO ,��ft, DATUM APPROX. LIMIT OF GRADING WORK AREA 12" MAX., UNLESS NOTED - low OTHERWISE ON PLAN SITE /ROADWAY IMPROVEMENTS VARIES PER PLAN TEMP. DI TCH OR SWALE, PER PLAN ROUGH OR FINISHED GRADE MPx I 2�1 6" MAX. --i 2•� I�qk x FINISHED SLOPE, PER PLAN FILTER FABRIC SILT FENCE AT EXIST. GRADE DOWNSLOPE OF DISTURBED AREAS TYPICAL CLEARING LIMITS NOT TO SCALE 2 CONSTRUCTION FENCING (ORANGE PLASTIC) AT EXIST. GRADE UPSLOPE OF DISTURBED AREAS EXIST. GRADE CLEARING UMI IS unc un ufrm arm u►►v u L= THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVA LION TYPE 11 QUARRY SPALLS MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DI TCH CROSS sECnoN ROCK CHECK DAM NOT TO SCALE R- 312331 QUARRY SPALLS 01 _F 4' MIN. — ROCK CHECK DAM AS • r �• 1 1 ir Z, ;, • CALL BEFORE YOU DIG 148)0 - 424 -5555 CP H CONSULTANTS Site Plannrg • QW Enaneenng Land Use Consu" • Project Managment 733 7th ll mue, Suite 100 1 Kirk". WA 98M Phone: (425) 285.2390 1 FAX: (425) 285-2389 www.cphconsuItonts.com LIBERTY GARDENS 02/21/1 ��► CITY OF ^ ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON Planning /Building /Public Works Dept. ESC DETAILS �ci-100 r `Z =:� Z t C �7 �T -Z m T m i > s D T T F- I� z 44 � r. - r r � -z z 9 > 0 n D Z G1 2 C ic m n I I I D I � v >= :s Z Z - N � I W0 D T v :s Z TBLOCK_COR W Q Z F- U W O ce i T T y T f i<Z G rr- L r T T L Z Z 0 a D Z G1 Z C CD m ST J_ J z �. C i L Z m m N i W W Q Z F- U W O ce i T T y T f i<Z G rr- L r T T L Z Z 0 a D Z G1 Z C CD m T J_ J > W r v Z N W T � v � z TBLOCK COR LOT OTOP351308 MAX IMPERVIOUS AREA (SF)* CUWS351308 -6070 6124 CUSD351308 w CN0T351308 389f 3009 CGRD351308 Q CSIT351308 U OSIT351308 w Ld U) z Z F- W W 0 o cr Q 0 oC W m l A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL 2 1 AS— BUILTS zw REVISION J BS 05/01/14 J BS wm&Ym GG 03/16/15 JBS DENGNM JAMIE B. SCHROEDER, or+k PETER EVANS c Hmmm -JAMIE B. SCHROEDER, BY DATE AP P R O m*'AD2PpROVED SCA 1 "= 50' OW PCH fRJLL SO&E F war ow PCH SCAE /ILO0I1064MY NOTE: WALLS EXCEEDING 4 -FEET IN HEIGHT WILL REQUIRE STRUCTURAL REVIEW AND A SEPARATE BUILDING PERMIT. R- 312339 VOMCAL 141111111111111) 1 9w Hoa Wr MAD 1963/1991 DATUM LEGEND PA - PAD ELEVA 77ON 10 LOT NUMBER --- - - - - -- DAYLIGHT LINE EXIST. GROUND CONTOUR 420 FINISHED GRADE CONTOUR SURFACE FLOW /GRADE TOP 450 4) TOP/TOE ELEV. AT FINISH GRADE OF WALL ,oe000' TOE 446 t LOCK AND LOAD WALL (SEE DETAIL ON SHEET C3.102) APPROXIMATE EARTH *VRK QUANTITIES CLEARING AREA: 4.46 AC CU T. 20,054 CY FILL: 17,052 CY LOT BMP TABLE LOT TOTAL AREA (SF) MAX IMPERVIOUS AREA (SF)* 1 -6070 6124 3642- 3674 2 SWf 5015 389f 3009 3 -500f 5017 -3wf 3010 4 swf 5018 360; 3011 5 see; 5019 360f 3011 6 360f 5021 —368- 3013 7 X1.5022 360f 3013 8 6%26029 360f- 3617 9 -50ef 5025 3W! 3015 10 - X501.5529 --j—jX— 3317 11 6055076 3633 3646 12 584F 5845 3568-3507 13 5500 3300 14 - X560.5502 336- 3301 15 X5004 JON 3002 16 360 5613 -3364- 3368 17 - 58145821 - 488- 3493 18 -5544 --3-3-20— 3326 19 6WO 6013 366 3608 20 X48 7766 4649- 4660 21 5989 3593 22 5000 3000 23 5000 3000 24 5000 3000 25 5826 3496 26 5826 3496 27 5000 3000 28 5000 3000 29 5000 3000 30 6203 3722 31 5500 3300 32 5500 3300 33 -188 110310 - 4990 -- 5090 34 5915. 5687 -3549— 3412 35 -6fz5- 5711 ;M75- 3427 36 63 7-2 7046 3M;5- 4228 *KING COUNTY CODE R4 ZONING MAX IMPERVIOUS AREA: LOT AREA < 9076SF = 70% LOT AREA > 9076SF = 55X 10% IMPERVIOUS AREA REDUCTION BMP: LOT AREA < 9076 = 60% LOT AREA > 9076 = 45X • M . CALL BEFORE 4D YOU DIG 14800 - 4245555 CONSULTANTS Sde Planrwg • OW Land Use Consulting • Project Managemem 733 7th Avenue, Sure 100 I KvMwW, WA 99033 Pt m: (425) 285-2390 I FA)L (425) 285.2389 www.cphconsuItants.com LIBERTY GARDENS �� ,�- CITY OF 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS � : ML RENTON °AGE: DRAWNG NC: Planning /Building /Public Works Dept. OVERALL DRAINAGE PLAN 02.00 9 40 I-ININININIA A T Z . x C T !T o yZ m T m � v > I I i I I ! iD L_^ ,ir T r =z y� Z z > 1 D T 1^ !T o � v N i W � D T !T o s OTOP351308 TBLOCK ;OR CSIT3511-: 08 OSIT351; 08 CUSD351308 CUWS35'._308 w 0 O U w J LL s- SF SF SF 5001- SF > > 59el SF 6 I I 7 $ 9 _ I PROPERTY Q 5018 SF 3M SF 10 11 Z Z 5 SID WALK I ( 5019 5021 50� -6 94 SF SF 65 SF BOUNDARY (TYR) W 1 I I I I 10' PUE x526 6o�s w 0 a 0 P TERM ROW -� - - 5 SIDEWALK, 2' MIN. TYP. LO o - 14 0 _77-0-0 - o (� 12+ oo INT 16 +50.50 SE 140TH STREET S88'18 37 - 31+26.53 164TH AVENUE SE _ oS88'18'3TL�13 +DO 14 +00 - ' + - + S88'18'3T�' 1 +00 I N= 176656.86 / _y 239.29 0 253. - ' -r- �- 2 N 07 SE 140 H STREET `r �' - + E= 1321820.48 l 0+ 0 3 158.14' � 4 . x .. W w. r 6 m INT 9 +99.82 SE 140TH STREET = 41+26.42 162ND A N= 176676.05 1 E= 1321170.09 o MONUMENIT E SMT. 1 30 _ 5' PLANTER! 21 STA 41+ 71.43 j N 1 6203 SF 5989 SF 36 35 1 N -176631. 1 34 I SF I o y � o SF ( 5711 SF I 5687 SF E= 1321169.77 I 3 - - - - - - - - - 585 F 10'PRIVA7E _ - - - - J -- -- SEWER ESMT. 5 PRI VAT 26 1 ISTORM ESM T.I 1 I 5 PRI VA TE 5' SIDEWALK 29 STORM ESMT. o' 5000 SF 22 ,3' 13 LO 5000 SF 5500 SF 30 1 1 v cN 3' (TYR) 32 o° I 5500 SF 6 I - - I 28 23 2 LANDSCAPE ESMT. 33 - - 5000 SF 5000 SF 14 0 11TAT SF O 11,310 - SF - - 'LO . - � 31 - � � �, � � , 5' MIN. TYP. ^ \ I I 5500 SF + 'N ^ - - 'ROW DEDICA 710N Ln l 1 I 27 24 Z \ \ 95 5000 SF 5000 SF I 15 - - - -- �- - - - - - - NSF 15' PUBLIC PT =25 +88.98- - SEWER ESMT. - - - - PC =22 +73.19 A 90'00'00" - LU R =55.0 t 26 L =86.4 25 .o " i \ 5826 SF 5 I o o • � � � �,,. � PT= 23 +59.59 PC =25 +02.59 16 MG? SF Z 1 W10E PAVED o PRI VA DRI VEWA Y o _ _ = X EE NOTE 6 \ 24+00 S89'3T05"� 00 0 - - \ 4= 90'00'00" I- -- - S33 58 261E R=55. 0' 163RD A VENUE SE 143.00' 54.65' 17 L -86.4 00 .- RECREATIO 5 PC =0+ .65 - -- TRACT 0 o 6 SF 0 PT =50 +78.70 0 16, 785 V - 4 • ' �" 2 A---34"21'21 3 2121 18 -- R=40. 1 SF - 0 _ L 24.0 ' � 20 - - INT 25+J5.11 163RD AVENUE 50 +01.00 T 1 - - N =176348.61 E= 1321635.99 0 19 \ SF OS 1 ! STREET LIGHT (TYR) STORM TRACT (PUBLIC) So2255"W 0 36� SF 88.58 37, 785 \ STA 51+6Z28 10 PUBLIC 0 N= 176,192. 03 STORM ESMT. t I � E=13216 72. 20 - .7� ;9748 SF I - - -- - --- o 7766 TA 36 +55.73 - -- 17612 7.37 61 - - - E =1321816.96 - STA 36 +53. - -_ - 22, 9.50' RT 3 0 0 -t- ,SSA_ _37 +54.00, 0.00' T N=176 .41 2 CONSTRUCTION NOTES lO GROUND MOUNTED STREET NAME SIGN PER COR STD. DWG. G013 2O MONUMENT CASE AND COVER PER COR STD. DWG. H031 3O TYPE 111 BARRICADE PER COR STD. DWG. H018 CURB RETURN TABLE NO. RADIUS L A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. Q 35.0' 54.19' 88'42'13" PT =10 +51.73, 13.00' LT 412 =10 +27.27, 22.97' LT PC =10+ 16.47, 47.21' LT _ 35.0' 51.77' 84'45'08" PT =10 +49.77, 13.00' RT 412 =10 +26.15, 22.06' RT PC =10+ 14.82, 44.68' RT 35.0' 54.18' 88. 41'32" PT =12 +27.37, 47.20' RT 412=12+16.84, 22.97' RT PC =11 +92.38, 13.00' RT ® 35.0' 55.78' 91 '18'28" PT =12 +88.40, 13.00' RT 412 =12 +63.37, 23.54' RT PC =12 +53.41, 48.80' RT CAVALLA PLAT 35.0' STA 40 +00.00 N =1 88'41'32" PT =14 +80.43, 47.20' RT 2 INT 12 +39.29 SE 140TH STREET - 20 +00.00 163RD AVENUE E 4 +9 .36 SE 1407H STREET ONT © E= 132117 0.94 55.78' N= 176668.98 + 1 A VIENUE SE N= 176661.51 PC= 15 +06.48, 48.80' RT O 35. o' 54.18' E= 1321409.46 S6870'32 E= 1321662.41 ' I TA 30+00.00 PC= 15 +96.58, 13. DO' RT ® 35.0' 55.78' 70.02' _ -.. - 176 78J. 39 d,/2 =16+ 19.42, 23.54' L T PC= 15+54.37, 13.00' LT 5 PLANTER ' -, , - - - --, - -- F I E= 1321821.33 FEET FOR A NON - SPRI NKLERED RESIDENCE, OR AS MAY 10' LANDSCAPE I I - - - \ WETLAND I ESMT. OF BUILDING PERMIT. I 1 I 10' LANDSCAPE ESMT. 1 2 3 4 5 I s- SF SF SF 5001- SF > > 59el SF 6 I I 7 $ 9 _ I PROPERTY Q 5018 SF 3M SF 10 11 Z Z 5 SID WALK I ( 5019 5021 50� -6 94 SF SF 65 SF BOUNDARY (TYR) W 1 I I I I 10' PUE x526 6o�s w 0 a 0 P TERM ROW -� - - 5 SIDEWALK, 2' MIN. TYP. LO o - 14 0 _77-0-0 - o (� 12+ oo INT 16 +50.50 SE 140TH STREET S88'18 37 - 31+26.53 164TH AVENUE SE _ oS88'18'3TL�13 +DO 14 +00 - ' + - + S88'18'3T�' 1 +00 I N= 176656.86 / _y 239.29 0 253. - ' -r- �- 2 N 07 SE 140 H STREET `r �' - + E= 1321820.48 l 0+ 0 3 158.14' � 4 . x .. W w. r 6 m INT 9 +99.82 SE 140TH STREET = 41+26.42 162ND A N= 176676.05 1 E= 1321170.09 o MONUMENIT E SMT. 1 30 _ 5' PLANTER! 21 STA 41+ 71.43 j N 1 6203 SF 5989 SF 36 35 1 N -176631. 1 34 I SF I o y � o SF ( 5711 SF I 5687 SF E= 1321169.77 I 3 - - - - - - - - - 585 F 10'PRIVA7E _ - - - - J -- -- SEWER ESMT. 5 PRI VAT 26 1 ISTORM ESM T.I 1 I 5 PRI VA TE 5' SIDEWALK 29 STORM ESMT. o' 5000 SF 22 ,3' 13 LO 5000 SF 5500 SF 30 1 1 v cN 3' (TYR) 32 o° I 5500 SF 6 I - - I 28 23 2 LANDSCAPE ESMT. 33 - - 5000 SF 5000 SF 14 0 11TAT SF O 11,310 - SF - - 'LO . - � 31 - � � �, � � , 5' MIN. TYP. ^ \ I I 5500 SF + 'N ^ - - 'ROW DEDICA 710N Ln l 1 I 27 24 Z \ \ 95 5000 SF 5000 SF I 15 - - - -- �- - - - - - - NSF 15' PUBLIC PT =25 +88.98- - SEWER ESMT. - - - - PC =22 +73.19 A 90'00'00" - LU R =55.0 t 26 L =86.4 25 .o " i \ 5826 SF 5 I o o • � � � �,,. � PT= 23 +59.59 PC =25 +02.59 16 MG? SF Z 1 W10E PAVED o PRI VA DRI VEWA Y o _ _ = X EE NOTE 6 \ 24+00 S89'3T05"� 00 0 - - \ 4= 90'00'00" I- -- - S33 58 261E R=55. 0' 163RD A VENUE SE 143.00' 54.65' 17 L -86.4 00 .- RECREATIO 5 PC =0+ .65 - -- TRACT 0 o 6 SF 0 PT =50 +78.70 0 16, 785 V - 4 • ' �" 2 A---34"21'21 3 2121 18 -- R=40. 1 SF - 0 _ L 24.0 ' � 20 - - INT 25+J5.11 163RD AVENUE 50 +01.00 T 1 - - N =176348.61 E= 1321635.99 0 19 \ SF OS 1 ! STREET LIGHT (TYR) STORM TRACT (PUBLIC) So2255"W 0 36� SF 88.58 37, 785 \ STA 51+6Z28 10 PUBLIC 0 N= 176,192. 03 STORM ESMT. t I � E=13216 72. 20 - .7� ;9748 SF I - - -- - --- o 7766 TA 36 +55.73 - -- 17612 7.37 61 - - - E =1321816.96 - STA 36 +53. - -_ - 22, 9.50' RT 3 0 0 -t- ,SSA_ _37 +54.00, 0.00' T N=176 .41 2 CONSTRUCTION NOTES lO GROUND MOUNTED STREET NAME SIGN PER COR STD. DWG. G013 2O MONUMENT CASE AND COVER PER COR STD. DWG. H031 3O TYPE 111 BARRICADE PER COR STD. DWG. H018 CURB RETURN TABLE NO. RADIUS L A C LOCH TION Q 35.0' 54.19' 88'42'13" PT =10 +51.73, 13.00' LT 412 =10 +27.27, 22.97' LT PC =10+ 16.47, 47.21' LT _ 35.0' 51.77' 84'45'08" PT =10 +49.77, 13.00' RT 412 =10 +26.15, 22.06' RT PC =10+ 14.82, 44.68' RT 35.0' 54.18' 88. 41'32" PT =12 +27.37, 47.20' RT 412=12+16.84, 22.97' RT PC =11 +92.38, 13.00' RT ® 35.0' 55.78' 91 '18'28" PT =12 +88.40, 13.00' RT 412 =12 +63.37, 23.54' RT PC =12 +53.41, 48.80' RT O 35.0' 54.18' 88'41'32" PT =14 +80.43, 47.20' RT 4/2 =14 +69.91, 22.97' RT PC= 14 +45.44, 13.00' RT © 35.0' 55.78' 9118'28-" PT =15 +41.47, 13.00' RT 412=15+16.44, 23.54' RT PC= 15 +06.48, 48.80' RT O 35. o' 54.18' 88"41'32m PT=16 +31.57, 47.20' RT Q/2 =16 +21.05, 22.97' RT PC= 15 +96.58, 13. DO' RT ® 35.0' 55.78' 91 018'28" PT =16 +29.38, 48.80' L T d,/2 =16+ 19.42, 23.54' L T PC= 15+54.37, 13.00' LT NOTE. ALL CURB DATA IS PROVIDED AT C AT FRONT FACE OF CURB NOTES 1. FINAL LOCA710N OF STREET SIGNS SHALL BE CONFIRMED BY CITY INSPECTOR PRIOR TO INSTALLATION. ' Z ., Vj Z C ( z m FENCE, VEGETATION, OR FIXED OBJECTS SHALL NOT INHIBIT i> I i i i i 1 D s z Z 1 I i i O D Z Z C 3 ca m N # "*� STA 37 +85.78. Approved by: Approved by: Approved by: Copyright 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS S m-E 2 AS- BUILTS GG 03/16715 JBS DESOMM 1" =50' JAM IE B. SCHROEDER, PE opt PETER EVANS ow Nw CHECHM AT FULL SCALE AMIE B. SCHROE IF MDr OW N0. REVISION BY DATE APPR APP"NM sC&E " 001114 N0LY APPROVED li -j 11S4U "°MZ AL- W M''1°' C1 TY OF RENTON DATUM Planning /Building /Public Works Dept �w 1 w I 0 / Z 95 •��SS f S T "S' CONSULTANTS T a Site Planrwg • Civil Eroneenng CALL BEFORE Land Use Consulting . ftjed hbnaWw4 0 50 100 YOU DIG s = s 733 7th Avenue, Sude 100 1 Kiroww, WA MOM < z 1 -X804- 41245555 Phone: (425) 285-2390 I FAX (425) 285-2389 D PLAN IN FEET www.cphconsuItants.com _ -7 C' :►-= LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS: TRANSPORTATION PLAN 02.10 S.-__ . �: 10 40 A NIN N NIA A ( ~ 2. FENCE, VEGETATION, OR FIXED OBJECTS SHALL NOT INHIBIT SITE DISTANCE. _ 3. ALL UTILITIES SERVING SITE SHALL BE UNDERGROUND. - >w 4. A MINIMUM 5' SEPARATION BETWEEN DRI VEWA YS AND PROPERTY LINES SHALL BE PROVIDED. r 5. A MINIMUM 2' SEPARATION BETWEEN DRI VEWA YS AND ADA CURB RAMPS SHALL BE PROVIDED. = �- 6. A PRIVATE PAVED DRIVE SHALL BE PROVIDED AS SHOWN FOR FIRE /EMERGENCY VEHICLE ACCESS TO LOT 33. THIS DRIVE SHALL BE 16 FEET WIDE IF THE RESIDENCE IS SPRINKLED, 20 l� FEET FOR A NON - SPRI NKLERED RESIDENCE, OR AS MAY OTHERWISE BE APPROVED BY THE FIRE OFFICIAL AT THE TIME Vr OF BUILDING PERMIT. I N # "*� STA 37 +85.78. Approved by: Approved by: Approved by: Copyright 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS S m-E 2 AS- BUILTS GG 03/16715 JBS DESOMM 1" =50' JAM IE B. SCHROEDER, PE opt PETER EVANS ow Nw CHECHM AT FULL SCALE AMIE B. SCHROE IF MDr OW N0. REVISION BY DATE APPR APP"NM sC&E " 001114 N0LY APPROVED li -j 11S4U "°MZ AL- W M''1°' C1 TY OF RENTON DATUM Planning /Building /Public Works Dept �w 1 w I 0 / Z 95 •��SS f S T "S' CONSULTANTS T a Site Planrwg • Civil Eroneenng CALL BEFORE Land Use Consulting . ftjed hbnaWw4 0 50 100 YOU DIG s = s 733 7th Avenue, Sude 100 1 Kiroww, WA MOM < z 1 -X804- 41245555 Phone: (425) 285-2390 I FAX (425) 285-2389 D PLAN IN FEET www.cphconsuItants.com _ -7 C' :►-= LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS: TRANSPORTATION PLAN 02.10 S.-__ . �: 10 40 A NIN N NIA A TBLOCK COR LOT NO. OTOP351308 FINISHED FLOOR ELEV. CUWS351308 W CUSD351308 2 CN0T351308 434.4 CGRD351308 Q CSIT351308 V OSIT351308 w CFIT351308 J LL LLI U) z z w w 0 o CL Q 0 cc W m J A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 Ny RANGE 5 Ey W, M, (1 ) 1 yr -t.j 1. v TOE 430.0 WETLAND LIMITS TOE Approved by: Approved by: Approved by: Copyright 0 2014 CPH Consultants, LLC. All Rights Reserved. ADDroved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL 2 1 AS- BUILTS NO. REVISION (2 5 OP 414.5 (3. S TOP 4' 5.5 JBS 05/01/14 JBS wR*-Ym- GG 03 /l 6 15 JBS oEScNm: JAMIE B. SCHROEDER, P DRAW: PETER EVANS C HECKM. AMIE B. SCHROEDER, P BY DATE APPR m "APPROVED 0 �o TOP 458.0 17.3) I TOE 450.71 I ' Iff I r .7�OTOE 450.J. 8) TOP 45 1.3) TOE 450.7 to 0 PROPERTY BOUNDARY (TYP.) I N I l Tr OP 4 9 TOE 436 441.5 6 ) l yr, 'f.JD. 0 4.9) OE 431.7 I I l ' TOP 431.7 4.7) TOE 42 7.0 I I I l l to !o vr- 'rLi. U/4 * 5) OE 422.5 1 " =50' ONE HC:H AT FULL SCALE F NOT ONE INCH SCALE ACCOROMKGIY 372341 VERTICAL: wwD i sea HORIZONTAL- NAD 1963/1991 DATUM LEGEND FAD= PAD ELEVATION 10 LOT NUMBER --- - - - - -- DAYLIGHT LINE - - - - EXIST. GROUND CONTOUR 420 FINISHED GRADE CONTOUR SURFACE FLOW /GRADE TOP 450 4) TOP /TOE ELEV. AT FINISH GRADE OF WALL TOE 446 m LOCK AND LOAD WALL (SEE DETAIL ON SHEET C3.102) APPROXIMATE EARTH WORK QUAN TI Tl ES CLEARING AREA: 4.46 AC CU T: 20,054 C Y FILL: 17,052 CY LOT GRADING LOT NO. PAD ELEV. FINISHED FLOOR ELEV. 1 430.1 432.6 2 431.9 434.4 3 433.8 436.3 4 435.3 437.8 5 435.9 438.4 6 438.3 440.8 7 438.3 440.8 8 439.6 442.1 9 442.4 444.9 10 447.8 450.3 11 450.2 452.7 12 443.0 445.5 13 441.0 443.5 14 436.1 438.6 15 431.2 433.7 16 426.5 429.0 17 422.0 424.5 18 420.0 422.5 19 418.0 420.5 20 415.0 417.5 21 431.3 433.8 22 429.3 431.8 23 424.9 427.4 24 420.4 422.9 25 415.8 418.3 26 416.8 419.3 27 419.7 422.2 28 424.3 426.8 29 429.7 432.2 30 432.2 434.7 31 421.0 423.5 32 423.0 425.5 33 421.2 423.7 34 424.5 427.0 35 423.4 425.9 36 421.2 423.7 �16 CPH �L U�� I j CONSULTANTS Site Planning • Civil Engineering 0 50 100 CALL BEFORE Land l)se Consutbng . Prod( Mangy 1 01 YOU 445 733 7th Avenue, Suite 100 1 Kirkland, WA 99033 PLAN IN FEET Phone: (425) 285 -2390 1 FAX: (425) 2W2389 A RCITY OE RENTON Planning /Building /Public Works Dept. www.cphconsuItants.com orTE LIBERTY GARDENS 02/21/1,9 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDS' PAGE D"WNG NO: OVERALL SITE GRADING PLAN C3.00 SHEET: 11 of: 40 "Emommomm Z NJ Z r T c m � z m z z m Z r. D T T � s t z Z Z I I � J J C w.. �z ! T 1 c w i O D Z 2 C rb ca m n I I r. r 0 m � r z P1 TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT351308 keymap OSIT351308 w o � O w J LL I I w C/) I Q Z Z I F- w T L) 0 o Ir a. Q 0 00 LAJ � O M W J � I I � 1 !Y r l s 4 w t. : r a , • a :f 8 3 -:� ° l x F ,..z X. J ... „ _.. .. _. 29 { N � i j : l # i • XX i ,d ` s W W # CB185, TYPE 1 ft # _ 20 0 10 +46.58, 12.38' T A RD RD V i (PUBLIC) IE =428.6 42LF 10 10 21 LF CB165, T WE 1 =4za o 36 ff STA 11+ .22, 12.25' RT STA 12 +79.45 13.22' RT - P DlJ 430.2 35 (PUBLIC) 34 STA 10 +42.87 14.1T RT PAD =433.5 (PUBLIC) 30 5 PAD = 432.4 IE= 429.1 SEE C3.03 PAD = 432.2 L W D N 2 PW STA: 11+89.82 + P EL: 433.58 Q 450 �, Z o LOW PT STA. 10 +46.58 100 00' VC ca LOW- PT- EL: 428.89 Z W II II PVI STA: 10 +64.82 Q OQ > °� O � CnIc J P V1 EL. 428.21 ZO 0i 00 o, a, 100.00 VC -}. ^ + �• ° CV 64 Q ^ `° cv N o "� EXISTING GRADE O W o �N • ^ oo FINISH GRADE ® + ° ® ROADWAY q . • •. n 0 •�� ��' vv ROADWAY - o�- V W II II +N� +N �' mtb W� F-N - F- -•� �-. II •4.i uj Iii - - - _ L-U cl:: m -- _ WW - - e 430 - - -- _ c 145 �F O 58'' - N 4f6LF 12" SD (PUBLIC) 59LF 12" SD (PUBU 420 _ _ �� _ S =� C8160 TYPE 1 08180 TYPE 1 _ _ G8170 TYPE 2 -48" Q RIM��I433.04 CB150 TYPE 2 -48" RIM 435.08 RIM =4��S -6242 52 m lE(12'�) -. 2 2. �0 413.04 RIM 434.39 m IE(12'�5) =438: �-3 429.73 � IE(12"S) =4 425.14 1E(12"W) =4�� 424.28 m IE(12"W) -- 4 31422.49 IE(12"W) 429.88 IE(121E)- 425.04 " W IE 6'N - 430.08 LAJ IE(12 S) = x:90-423.24 4t IE(12"E) =#x 422.29 Z ( ) IE(6W) 425.22 «� Z 410 1E(6N) =423.40 1E(12wS) =4 :3! 422.29 v'Q ( PUBLIC ) ? (PUBLIC) 430 (PUBLIC) cn (PUBLIC) 440 ( Pveuc CB175, TYPE 1 _ )" 25LF 1 SD RIM 493:.;1432.80 V e o IE(12NN) --4 1429.25 �''' S =1.00 IE(6 'S) 1429 95 (PUBLIC) Q 25LF 12 SD 400 C6185, TYPE 1 (PUBLIC) RIM = 4'28:&2.4 .. _ _ 420 _ 430 0 2�pU�9 430 e 1 28 55 S =3 -�4�K E(12'N)=4192- iff. 05 1425.80 2 17.12x IE(6wS)= w- 42&.44 426.27 ,S` Sp CB165 TYPE 1 RIM-434.92 434.88 (PUBLIC) IE 12fi1 43).01 390 (PUBLIC) 420 420 ELEVA TION AT EXIST. GROUND ELEVATION AT FINISH GRADE A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. CONSTRUCTION NOTES v• DRIVEWAY TABLE V- C1q `� is N ei- LOT z STA 77 ON.. OFFSET Cs WIDTH 1 STA 10+ 77 37, 13.00' L T 18' 2 STA 11 +7. 2 38 1 3.00 L T f 18 3 STA 11+7Z39, 13.00' LT 18' 4 STA 12 +27.70, 13.00' LT 18' 5 STA 12 +55.70, 13.00' L T 18' 34 STA 11+69.80s, 13.00' RT 18' 35 STA 11+41.80 13.00' RT 18' 36 STA 10 +85.79, 13.00* RT 18' CONSTRUCTION NOTES T Aj 1 SPILL CONTROL TEE PER COR STD. PLAN 237.00 i >1 0 2 SA WICU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. I 30 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4� APPROX. LIMIT OF GRADING ' OSIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 I v• x z V- C1q `� is N ei- O ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. z i T � Cs O et 00 � N ° � Kam, �: �° �i° �"� �"� el- e1• � ef- m °� : ►''� �}- 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007 01 �I- m r7 � WIDTH PER PLAN. Z m 0 g TYR CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. 10 +80 T Aj 1 SPILL CONTROL TEE PER COR STD. PLAN 237.00 i >1 0 2 SA WICU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. I 30 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4� APPROX. LIMIT OF GRADING ' OSIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 I 450 d O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O Ln to 00 N DO v e} t N N el- e1- V- C1q `� is N ei- O ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. .d- °� r- e}• LO � N e}- PLAN H031 O et 00 � N ° � Kam, �: �° �i° �"� �"� el- e1• � ef- m °� : ►''� �}- 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007 01 �I- m r7 � WIDTH PER PLAN. r _ � �z 10 +00 0 g TYR CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. 10 +80 11+20 PLAN F001 11+60 W 6" PVC (UNLESS NOTED FD 0 THER WISE ON PLAN) ROOF DRAIN 12 +80 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. 0 LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 1 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN F004- 4. O 05/01/1 JBS' REFER TO DRI VEWA Y TABLE THIS SHEET FOR LOCH TIONS AND WD TH y �5 MAILBOX INSTALLA 710N NEIGHBORHOOD DELIVERY AND COLLECTION z 7 Date: 13 BOX UNIT PER COR STD. PLAN H026 • CB160 IE REVISION RAS T GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 CITY VERT. 14 8 W/ STOP SIGN T 15 O R OU N D S OLI D LOCK IN G COVE R r � GG 16 O H022 FX ED WDODEN BOLLARD COR SD . P LAN � Z T PE 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. D 20 40 18 TYPE III BARRICADE PER COR STD. PLAN H018 Approved by: REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT I 19 0 TAI ON SHEET C3.102 DETAIL RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR STD. PLAN 0204.30 21 ADJUST EXIST. RIM TO FINISH GRADE I 450 d n , ; 0i } O Ln to 00 N DO v e} t N N el- e1- V- C1q `� is N ei- ,_ ca `_ vi °' o N e}- ei- .d- °� r- e}• LO � N e}- O et 00 � N ° � Kam, �: �° �i° �"� �"� el- e1• � ef- m °� : ►''� �}- �"� ef- 01 �I- m r7 � r _ � �z 10 +00 10 +40 10 +80 11+20 N 11+60 W 12 +00 12 +40 12 +80 13 +20 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS' Approved by: Date: 2 CB160 IE REVISION RAS 06/16/1 MJH N/A CITY VERT. IN FEET 3 AS- BUILTS GG 03/16/15 JBS AMIE B. SCHROEDER, DRAM PE �JL RENTON 0 20 40 Approved by: Date: PETER EVANS 01'15 ''�" DATUM _ HORIZ. IN FEET Approved by: Date: CIE B. SCHROEDER, PE E., Planning /Building /Public Works Dept. Copyright ©2014 CPH Consultants, LLC. All Rights Reserved. A roved b : Date: NO. REVISION BY DATE APPR APPROVED � A00011106 MY 7 420 410 400 390 NOTE 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMEN T DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WIRECTANGULAR METAL FRAME AND VANED GRA TE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERMSE. R -3 71342 !gill menI.Ioo A d 01 ■. - Q 0 n a z G z C 3 m m I i r� < w r _ � �z - I N i 1 W " UNAL D.- - I D 3 CONSULTANTS I o Site Planning ' CrA Ergnmq ( m CALL BEFORE V YOU DIG Land Use Cult * • Project Menapment s 733 7th Avenue, Suite 100 I Kirkland, wA 99033 T Z i - $40- 424rJ$S5 Phone: (425) 285.2390 i FNC (425) 285-2399 � • www.cphconsultants.com r'1 3A7: LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS - E-D° : ;)AGE: DRAM C tic: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 9-EE': 12 �:40 NINININIA1 TBLOCK -COR va OTOP351308 CUWS35130� CN CUSD351308 w CNOT351308 0 CGRD35130E O CSIT351308 U keymap w ._! LL LLI C) z Z W L) 0 o d Q V W M .I 7 IP'AD,- 438.3 5 STA 15 +22.81, 13.50' LT } A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. D "' XXI S 15*3 . 13. 45 RT _ � _ I +� (PUBLIC) AD =443. PAD =440.0 5 STA 16 +09.60, 6.05 RT SEE C3.05 STA 15 +28.08, 16.20' RT SEE C3.06 5 STA 15 +07.88, 40.12' RT 5 ono NNW) CN Z II LLI 2.00 7 470 460 450 440 430 420 410 400 17 +20 va DRIVEWAY TABLE LOT CN STA T10N, OFFSET CALL BEFORE Land Use CortSubt . RDpd hbnapment WIDTH 7 STA 13+ 77.441 13. DO' L T 18' (p �o `° �o �° `n ^ � DO Q° DO 00 vi O N N 4 cp K, DO of O •- 10 15 +42.49, 13.00' LT 18' 11 STA 15+70.491 13.00' LT 18' 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 16 +40 16 +80 0 10 20 1 CITY OF RENTON CONSTRUCTION PERMIT APPROVAL JBS 05/01 1 JBS "Opm 90A1� Approved by: Date: 2 AS- BUILTS GG 03/16/1 JBS N/A DE31111211611k VERT. IN FEET AMIE B. SCHROEDER, PE 0 20 40 Approved by: Date: 011111111111111ft PETER EVANS ow "m HORIZ. IN FEET Approved by: Date: B. SCHROEDER, PE OW � —JAMIE Copyngt•t © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by: Date: N 0 . REVISION BY DATE AP P R APPROVED � /ICCOPONCLY 7 470 460 450 440 430 420 410 400 17 +20 HO W IW3/ft' C1 TY OF RENTON DATUM Planning /Building /Public Works Dept. CONSTRUCTION NOTES fO SPILL CONTROL TEE PER COR STD. PLAN 23700 O SAWCUT PAVEMENT REMOVE, AND REPLACE EXIST. HMA PAVEMENT MIN. PAVEMENT SEC 710N TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL AN SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IN1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WD 774 PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CAR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 10 PER COR SID. PLAN FOfO 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE WIDODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC110NAL VANED GRATE PER COR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES.- 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. CRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WAECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. wi My A -KEYMAP 11 R- 312343 rjA , Z va DRIVEWAY TABLE LOT I m D STA T10N, OFFSET CALL BEFORE Land Use CortSubt . RDpd hbnapment WIDTH 7 STA 13+ 77.441 13. DO' L T 18' 8 STA 14 +37.461 13.00' LT 18' 9 STA 14 +87.47, 13.00' LT 18' 10 STA 15 +42.49, 13.00' LT 18' 11 STA 15+70.491 13.00' LT 18' HO W IW3/ft' C1 TY OF RENTON DATUM Planning /Building /Public Works Dept. CONSTRUCTION NOTES fO SPILL CONTROL TEE PER COR STD. PLAN 23700 O SAWCUT PAVEMENT REMOVE, AND REPLACE EXIST. HMA PAVEMENT MIN. PAVEMENT SEC 710N TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL AN SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IN1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WD 774 PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CAR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 10 PER COR SID. PLAN FOfO 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE WIDODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC110NAL VANED GRATE PER COR STD. PLAN 20 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES.- 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. CRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WAECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. wi My A -KEYMAP 11 R- 312343 rjA , Z va 5T Z ' \ z I m D CALL BEFORE Land Use CortSubt . RDpd hbnapment YOU DIG z m T m — �7 LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS } I R i I - GE: D 1z 1 ZT i z Z Z I J _ O r .r Z - N W i l M IAI- ININININIAIA ' CONSULTANTS T o Site Plannq ' (evil Enghwq I m D CALL BEFORE Land Use CortSubt . RDpd hbnapment YOU DIG � . s 733 7th Awwue, Suite 100 { Kinovic, WA 99033 14M00 - 424-5555 Phone: (425) 2852380 S FAk (425) 28&2389 � www.cph cons uItants. com — �7 LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS - GE: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02 13 40 IAI- ININININIAIA TBLOCK_COR E- W OTOP351308 c�zav, rrt -4t� CUWS351308 _ 8, 7� CUSD351308 w CNOT351308 26 CGRD351308 O CSIT351308 U keymap w MEMO Li z Z Uj w 0 o of Q 0 W m J 450 430 420 410 390 �: 6 6 I PAD= 4-37.3-1 PAD =4 .9 4 A0 =435.3 3 PAD= 433.8 SEE C3.02 SEE C3.01 A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. RIM- 434.39 E- W I c�zav, rrt -4t� ..: _ 8, 7� IE(12"1N) =4&".-& 422.49 PW STA: 20 +65.00 26 m IE(12'E) = # 422.29 � @SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 P W EL: 433.28 v °� 22 +05.69, _ _ 100.00 VC 08130, TYPE 1 w (� _ (PUBLIC) _ RIA4 =425:88 425.66 00 PLAN F001 29 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN �N COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. U') LENGTH AND UPSTREAM INVERT ELEV. PER PLAN s .�� �� C� +� # �j� +N IE(12V) 420.6 (PUBLIC) � -�' @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N • . N� 1E(61E) -'' G. §§ 421.05 24LF 12" SD 14 W/ STOP SIGN N� 15 ROUND SOLID LOCKING COVER V •• �id .• 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. RT 18 TYPE Ill BARRICADE PER COR SID. PLAN H018 O19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 WW wi 00 2.05X -1.95X 5.33X ---- --- --- - - -� EXISTING GRADE +0i 410 CB135 TYPE 1 -- _ _ 0 ROADWAY N Nm- IE(12'E)- 421.96 IE(6v)= 420.79 ELEVATION AT EXIST. GROUTED (PUBLfC) ELEVA 71ON AT FINISH GRADE �0 RIM- 434.39 CONSTRUCTION NOTES I c�zav, rrt -4t� ..: _ 8, 7� IE(12"1N) =4&".-& 422.49 RIM= 432.07 26 m IE(12'E) = # 422.29 � @SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 !E(12'�l)T421.59 v IE(12"S) 422.29 22 +05.69, 1E(12'S)- . 421.49 08130, TYPE 1 w (PUBLIC) _ (PUBLIC) _ RIA4 =425:88 425.66 Q PLAN F001 29 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN /E(12N) 420.68 COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LT LENGTH AND UPSTREAM INVERT ELEV. PER PLAN s IE(12'S) 420.48 �� C� 11 SIDEWALK RAMP TYPE 10 PER COR SID. PLAN F010 # �j� 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. IE(12V) 420.6 (PUBLIC) 21+94.93, @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N RT BOX UNIT PER COR SID. PLAN H026 32 1E(61E) -'' G. §§ 421.05 24LF 12" SD 14 W/ STOP SIGN RT 15 ROUND SOLID LOCKING COVER 33 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 (PUBLIC) 420 g 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. RT 18 TYPE Ill BARRICADE PER COR SID. PLAN H018 O19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 / RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR SID. PLAN 0204.30 5.33X @ ADJUST EXIST. RIM TO FINISH GRADE 410 CB135 TYPE 1 ifn RIM -T�.�. °^ 425.76 IE(12'E)- 421.96 IE(6v)= 420.79 ELEVATION AT EXIST. GROUTED (PUBLfC) ELEVA 71ON AT FINISH GRADE �0 N N O ca Ln N O o0 el- 21+20 21+60 20+00 20 +40 20 +80 0 10 20 CITY OF RENTON 1 Approved by: Date: 2 VERT. IN FEET 0 20 40 Approved by: Date: HORIZ. IN FEET Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: Date: N0. PVI STA: 22 +30.00 PVI EL: 415.13 FINISH GRADE 0 ROADWAY _ w r V ►"� �O 22+00 CONSTRUCTION PERMIT APPROVAL AS- BUILTS REVISION RIM 414.71 IE(121E) =4�-e8 411.58 IE(6"W)=44+.-48 411.86 ( PUBUC) O U*) �wl C eh 22 +40 JBS GG BY 410 57LF 18" SD (RUBL/C) S�1:9B� 0 ap CNO wi 22 +80 '01 1 JBS � 16 1 JBS oESOMM. AMIE B. SCHROEDER PETER EVANS CHECKM JAMIE B. SCHROEDER DATE AP P R 01"' �pROVED 26 PAD =416.8 ■ r s s cc r\ c0 23 +20 N/A Ow Sol AT Fu.i WCE PE F MIN ONE NM srxE A00011111ONGLY :8120, TYPE 1 Ce125, TYPE 1 STA 22 +70.69, 12.25 RT (PUBLIC) J �15' Puauc SEWER ESMT. RECREATION TRACT 450 440 430 420 410 400 380 DATUM NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERINSE. KEYMAP r" R- 311344 Z CONSTRUCTION NOTES (D SPILL SPILL CONTROL TEE PER COR SID. PLAN 237.00 T T ^\ Y OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SEC 110N TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 26 4O APPROX. LIMIT OF GRADING 22 +55.69, @SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 LT 6O PIPE INLET PROTEC110N PER DETAIL ON SHEET C3.103 27 O7 ROADWAY SURVEY MONUMENT N17H CASE PER COR STD. 22 +05.69, PLAN H031 LT OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. 28 WIDTH PER PLAN. 21+55.69a Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. LT PLAN F001 29 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 21 +05.69, COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LT LENGTH AND UPSTREAM INVERT ELEV. PER PLAN s STA �� C� 11 SIDEWALK RAMP TYPE 10 PER COR SID. PLAN F010 # �j� 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. 31 REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND IMOTH 21+94.93, @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N RT BOX UNIT PER COR SID. PLAN H026 32 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 21+66.93t 14 W/ STOP SIGN RT 15 ROUND SOLID LOCKING COVER 33 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 22 +45.93, 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. RT 18 TYPE Ill BARRICADE PER COR SID. PLAN H018 O19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 / RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR SID. PLAN 0204.30 N @ ADJUST EXIST. RIM TO FINISH GRADE NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERINSE. KEYMAP r" R- 311344 Z DRIVEWAY TABLE T T ^\ Y LOT STA TION, OFFSET WIDTH 26 S TA 22 +55.69, 13.00' LT 18' 27 STA 22 +05.69, 13.00' LT 18' 28 STA 21+55.69a 13.00' LT 18' 29 STA 21 +05.69, 13.00' LT 18' 30 STA 20+7769., 13.00' LT 18' 31 STA 21+94.93, 13.00' RT 18' 32 STA 21+66.93t 13.00' RT 18' 33 STA 22 +45.93, 13.00' RT 18' NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERINSE. KEYMAP r" R- 311344 Z YI Z T T ^\ Y i L Z to m m Lr D li =z f- -z Fr i I D i I i O a D Z Z C 3 m m n i l I i i J g > w tv 77 � (� N i � W CONSULTANTS I al III Site ftnnq • CM EVneaq _ D CALL BEFORE Land Use Consulting . NDpd Mianap'meryt YOU DIG = _ 733 7th Avenue, Sl U it 100 I NrWW, A �Rh7J T 14800- 4245555 phone: (425) 28&2390 ( FAX: (425) 28&2389 Z www.cphconsultants.com A CITY OE L LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON ,AGE_ DRAWING NC: Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.03 TBLOCK_COR Z OTOP351308 CUWS351308 CUSD351308 w CNOT351308 C6 CGRD351308 O CSIT351308 U keymap w Ld U) z Z �. W w 0 o CL Q 0 W m J 430 uMtA 410 mf 390 :i A PORTION OF THE SE 1,/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. MA TCHLINE STA 26 +60 SEE C3.05 HEM= mmmmmW 3 m _ CB40, TYPE 1 35LF 10 1 =423.1 STA 25 +89.00, 12.25 L T PAD= 424.8 & # (PUBLIC) _< o DO 206LF & `J 26 - y t0 21 LF 25 . r, PAD = 416.8 PA" =415.8 1E---4t9.6 x IE =41 &5 c`°v CB100, TYPE 2 -48" STA 24 +27.86, 11.35' LT (PUBLIC) Ro CB.110, TYPE 1 -L 1111 I- 1E =411.5 \ 0s-1- A A -9 . r Aft t r• .0 0% w r! . -0- Mee� ►�-- �, • • P•D -•D - `830, TYPE 2 -48" S TX 25+38.80, 11.35' LT (PUBK) �►����'� \viii 40U 7 � 17 PAD= 419.0 PAD =4 0 � IE =416.5 10 19LF C820, TYPE Y- PAD =417.0 PAD =420.0 FINISH GRADE ROAD WA Y q j W w 9.05% n Pow c) .J ' Z vC) e ." C840 TYPE 1 ~ x RIM 421.91 • IE(121E) 418.07 IE(12*SW) 417.92 w IE(121N)=41 -7:-SG 418.02 + Q IE 6"W 418.27 ( o (PUB (;) 24 (PUBLIC) 420 z15LF 12m SD LJ e s= f. eem 4.50x 0845 TYPE 1 RIM -422 ^` 422.10 410 IE(60E) 118. 55 419.50 IE(12^W) 419.15 (PUBLIC) VERT. IN FEET Approved by. Date. 0 20 40 Approved by: Date: HORIZ. IN FEET Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: Date: NO. REVISION n 0 440 430 420 410 CONSTRUCTION NOTES ItO SPILL CONTROL TEE PER COR SID. PLAN 23700 (2) SA WCU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. Z NI , c. < Ui C6 T c ni d- 6� PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 d- Lo N �. a ROADWAY SURVEY MONUMENT WIN CASE PER COR STD. N N PLAN H031 23 +20 23 +60 24 +00 24 +40 24 +80 25 +20 25 +60 0 10 20 m 24 1 T1 CONSTRUCTION PERMIT APPROVAL CITY OF RENTON _ 25 6" PVC (UNLESS NOTED OTHER WISE ON PLAN) ROOF DRAIN 26 +06.489 13.000 2 AS- BUILTS VERT. IN FEET Approved by. Date. 0 20 40 Approved by: Date: HORIZ. IN FEET Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: Date: NO. REVISION n 0 440 430 420 410 CONSTRUCTION NOTES ItO SPILL CONTROL TEE PER COR SID. PLAN 23700 (2) SA WCU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. ` °° R- 312345 390 380 Z NI 3� PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 c. < z • T c ni d- 6� PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 d- Lo N �. a ROADWAY SURVEY MONUMENT WIN CASE PER COR STD. N N PLAN H031 18' PAT 1 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007. 25 +37.64, 13.00' WD TH PER PLAN. m 24 z T T1 ` °° R- 312345 390 380 PAVEMENT SECTION TO MATCH EXIST. DRIVEWAY TABLE 3� PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 STATION, OFFSET O APPROX. LIMIT OF GRADING WIDTH 15 (DSIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 N ni d- 6� PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 d- Lo N �. a ROADWAY SURVEY MONUMENT WIN CASE PER COR STD. N N PLAN H031 18' PAT 1 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007. 25 +37.64, 13.00' WD TH PER PLAN. 18' 24 g TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. 26 +56.481, 13.00' PLAN F001 18' 25 6" PVC (UNLESS NOTED OTHER WISE ON PLAN) ROOF DRAIN 26 +06.489 13.000 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. 18 , OS1 LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 24 +48.17, 13.00' 11 SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 D T 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN F004- 4. V REFER TO DRIVEWAY TABLE THIS SHEET FOR L OCA T1ONS AND WIDTH MAILBOX INSTALLA T1ON NEIGHBORHOOD DELIVERY AND COLLECTION • O13 R TD. PLAN H 6 BOX UNIT PER COR S 02 ' z T GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 O W1 STOP SIGN 15 ROUND SOLID LOCKING COVER z 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022 D 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. S TYPE III BARRICADE PER COR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 19 DETAI L ON SHEET C3.102 RECTANGULAR BI- DIREC1 ONAL VANED GRATE PER COR STD. PLAN 0204.30 21 ADJUST EXIST. RIM TO FINISH GRADE ` °° R- 312345 390 380 26+00 26 +40 J BS 05/01/14 J BS : GG 03/16715 J BSS; N/A ' NAD ' 90' CITY OF AMIE B. SCHROEDER, P RENTON 0aft PETER EVANS ONE RICH DATUM `wmKm I M FML WNS Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW NW BY DATE AP P R 'G`E "0`0AD1N0LY APPROVED NOTES. 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 0 -100_ Q 1i I �I O D Z G1 Z C m rn v z W �J N W WA 0 { o ' � I 3 SIB fir_ D CONSULTANTS Site Planinq • (M En@nmft CALL BEFORE Land Use CaSUIbt1g , ft pd ftWnent cn YOU DIG 733 � Avenue, Sure loo 1 Kirk". WA 98033 � n 1-800-42A-5555 $ 7th Phone: (425) 285 -2390 I FAX (425) 285.2389 www. cphcons uItants. c o m LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DRAMW vC ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 15 4-0 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 15 STA N ni d- N �. d- Lo N �. N d- N N RT 26+00 26 +40 J BS 05/01/14 J BS : GG 03/16715 J BSS; N/A ' NAD ' 90' CITY OF AMIE B. SCHROEDER, P RENTON 0aft PETER EVANS ONE RICH DATUM `wmKm I M FML WNS Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW NW BY DATE AP P R 'G`E "0`0AD1N0LY APPROVED NOTES. 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 0 -100_ Q 1i I �I O D Z G1 Z C m rn v z W �J N W WA 0 { o ' � I 3 SIB fir_ D CONSULTANTS Site Planinq • (M En@nmft CALL BEFORE Land Use CaSUIbt1g , ft pd ftWnent cn YOU DIG 733 � Avenue, Sure loo 1 Kirk". WA 98033 � n 1-800-42A-5555 $ 7th Phone: (425) 285 -2390 I FAX (425) 285.2389 www. cphcons uItants. c o m LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DRAMW vC ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 15 4-0 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 15 STA 26 +42.99, 13.00' RT 18, 16 STA 25 +91.98, 13.00' RT 18' PAT 1 STA 25 +37.64, 13.00' RT 18' 24 STA 26 +56.481, 13.00' LT 18' 25 STA 26 +06.489 13.000 LT 18 , OS1 STA 24 +48.17, 13.00' RT 15' 26+00 26 +40 J BS 05/01/14 J BS : GG 03/16715 J BSS; N/A ' NAD ' 90' CITY OF AMIE B. SCHROEDER, P RENTON 0aft PETER EVANS ONE RICH DATUM `wmKm I M FML WNS Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW NW BY DATE AP P R 'G`E "0`0AD1N0LY APPROVED NOTES. 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 0 -100_ Q 1i I �I O D Z G1 Z C m rn v z W �J N W WA 0 { o ' � I 3 SIB fir_ D CONSULTANTS Site Planinq • (M En@nmft CALL BEFORE Land Use CaSUIbt1g , ft pd ftWnent cn YOU DIG 733 � Avenue, Sure loo 1 Kirk". WA 98033 � n 1-800-42A-5555 $ 7th Phone: (425) 285 -2390 I FAX (425) 285.2389 www. cphcons uItants. c o m LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DRAMW vC ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 15 4-0 TBLOCK_COR OTOP351308 Z CUWS35130E O CUSD351308 w CNOT351308 0 CGRD35130E O CSIT351308 U keymap w .J LL Uj U) z Z W w C) o Q_ Q 0 W m J 450 430 420 410 390 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET 14* 0 M V W W 0 co co N Q W Z Z A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. SEE 03.01 SEE C3.02 to N -,1- N O cv N r� mot' n to , n o n O '_ 26 +80 27 +20 Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by : 27 +60 CITY OF RENTON Date: Date: Date: Date: 28+00 28 +40 28 +80 1 CONSTRUCTION PERMIT APPROVAL 2 AS- GUILTS NO. REVISION J BS 05/01/14 J BS"� GG 03/16/15 JBS DENO,M JAMIE B. SCHROEDER, PETER EVANS CHMM --JAMIE B. SCHROEDER, BY DATE APPR I APPPOWM APPROVED N/A ONE INCH AT MIL =%a IF NOr ONE INCH saki VC01110010LY 460 450 440 430 420 372346 410 400 DATUM DRIVEWAY TABLE Z W O STA TION, OFFSET ic PVT STA: 27 +90.00 12 STA 27 +80.99, 13.00' RT PW EL: 440.49 Q STA 27 +52.99, 13.00' RT 100.00 VC Q .°- 26 +97.99, 13.00* oo 18' 21 STA 27 +84.48, 13.00' LT 18' tea, STA �� 13.00' ocn 18' 23 STA + N ► eh - 00 _ N 1* co to `►�° o N 90 o cii iii EXISTING GRADE cii iii 00 + C� >; ® ROADWAY �- V mca FINISH GRADE ® LLj4' z U 4J W ROADWAY 1.81 Z -2.19X 80LF 12 SD (PUBLIC) Q 9.05 131 l �gLIC) S- . F .82x Cp B B. - - RIM=- 44aj0. 440.24 C870 TYPE 1 C4 KF S e - - _ y - 6.49 ►E 12"� - 434.79 C RIM- 440.03 IE(12NS)- 435.28 Q ") IE(12 S 434.49 IE(12'�)- . 435.38 i► CB80 TYPE ) i . (PUBLIC) IE(6fi1)- 435.68 RIM- 430.13 PUBLIC ( ) LV IE(121S)- -- 425.89 - =_ Z °v° IE(121d)- 425.99 IE(12'E)- . __. !95 425.99 _ IE(6" W 426.29 V I► (PUBLIC) Oct 430 �t (PUBLIC) I.RF 12 SD 8 o S -: BB- 5.17Z C855, TYPE 1 420 RIM . _ 22 430.14 IE(12"W)�'�•� 427.23 IE(6"E)= 27.38 (PUBLIC) ELEViA 77ON A T EXIST. GROUND r ELEVA T10N AT FINISH GRADE to N -,1- N O cv N r� mot' n to , n o n O '_ 26 +80 27 +20 Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by : 27 +60 CITY OF RENTON Date: Date: Date: Date: 28+00 28 +40 28 +80 1 CONSTRUCTION PERMIT APPROVAL 2 AS- GUILTS NO. REVISION J BS 05/01/14 J BS"� GG 03/16/15 JBS DENO,M JAMIE B. SCHROEDER, PETER EVANS CHMM --JAMIE B. SCHROEDER, BY DATE APPR I APPPOWM APPROVED N/A ONE INCH AT MIL =%a IF NOr ONE INCH saki VC01110010LY 460 450 440 430 420 372346 410 400 DATUM AL CITY OE ML RENTON Planning /Building /Public Works Dept. CONSTRUCTION NOTES iO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 6O PIPE INLET PROTEC110N PER DETAIL ON SHEET C3.103 (D ROADWAY SURVEY MONUMENT W11H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND N10 1H @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED IMb00EN BOLLARD PER COR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER COR SID. PLAN H021. 18 TYPE 111 BARRICADE PER COR STD. PLAN H018 0 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER COR STD. PLAN 20 204.30 @ ADJUST EXIST. RIM TO FINISH GRADE NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. eoov000roo o � 000 Tif a o° 4DCALL BEFORE YOU DIG 14800 - 4245555 C P I I CONSULTANTS Site Planning • CrA Engneenng Land Use Consulting • ftpd Management 733 7th AMeru,e, SuAe loo 1 Kiftilna, WA 96033 Phone: (425) 285.2390 I FAx (425) 285-2389 www.cphconsultants.com 3ArE- LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ' E DA: DRAWING .: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.05 nem00000 DRIVEWAY TABLE Z LOT O STA TION, OFFSET ic WIDTH 12 STA 27 +80.99, 13.00' RT 18' 13 STA 27 +52.99, 13.00' RT 18' 14 STA 26 +97.99, 13.00* RT 18' 21 STA 27 +84.48, 13.00' LT 18' 22 STA 27 +56.48, 13.00' LT 18' 23 STA 27 +06.48, 13.00' LT 18' AL CITY OE ML RENTON Planning /Building /Public Works Dept. CONSTRUCTION NOTES iO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 6O PIPE INLET PROTEC110N PER DETAIL ON SHEET C3.103 (D ROADWAY SURVEY MONUMENT W11H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND N10 1H @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED IMb00EN BOLLARD PER COR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER COR SID. PLAN H021. 18 TYPE 111 BARRICADE PER COR STD. PLAN H018 0 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER COR STD. PLAN 20 204.30 @ ADJUST EXIST. RIM TO FINISH GRADE NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. eoov000roo o � 000 Tif a o° 4DCALL BEFORE YOU DIG 14800 - 4245555 C P I I CONSULTANTS Site Planning • CrA Engneenng Land Use Consulting • ftpd Management 733 7th AMeru,e, SuAe loo 1 Kiftilna, WA 96033 Phone: (425) 285.2390 I FAx (425) 285-2389 www.cphconsultants.com 3ArE- LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ' E DA: DRAWING .: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.05 nem00000 F� z z T z Z rr D O D Z Z C m m n _ J f _ w < 1 _Z W v _ N W 1 X D ' Z Z C O ic � a ' i� zv D m r. < >1 I w I F� z z T z Z rr D O D Z Z C m m n _ J f _ w < 1 _Z W v _ N W 1 X D Z O ' i� zv D < Z TBLOCK_COR lO OTOP351 08 T CUWS351308 REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. CUSD351:'08 w CNOT351:t08 CGRD351:308 0 CSIT3513( )8 U keymap w 0SIT351308 _..J In LLI U) z Z F- w L) 0 o te. a Q 0 I- w m J r c C c L L C A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. .SEE C3.02 Lu.. r ... ,� Z - NOTE. NO DRI VEWA Y ACCESS TO LIBERTY GARDENS LOTS SHALL BE ALLOWED OFF OF 164TH AVENUE SE 490 UTTO 470 I. ri N 0 M V W W PV7 STA: 30 +25.36 P EL: 461.86 sin_ nn' vr. 490 480 t\ ~ vi =c_o + (n co) Q W �+- N 2 II W 470 iX 460 0 450 �. 450 C� -9.4 3% Q � W F► f 440 , . V� » _ 440 W _ Z 430 430 �.. Q 420 420 410 410 ELEVATION AT EXIST. GROUND 400 ELEVATION AT FINISH GRADE 400 00 C�lq d- � �- LO � p N 00 oo � a m � o o� o O O 00 U-) N 00 cp m- ...: r O co o p� n c6 wi L of O o d- d- �. d- � d- � �. � d- � mot- d- d- � d- � d- 33 +20 32 +80 32 +40 32 +00 31+60 31+20 30 +80 30 +40 30 +00 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS Approved by: Date: 2 AS— BUILTS GG 0 116 1 JBS N/A VERT. IN FEET JAMIE B. SCHROEDER, P 0 20 40 Approved by: Date: owM PETER EVANS 01''E '"�" DATUM M a HORIZ. IN FEET Approved by: Date: IE B. SCHROEDER, PE , z N 0 . REVISION BY DATE AP P R s� ACOOND1N0LY rAff n a� Copyright 2014 CPH Consultants, LLC. All Rights Reserved. Approved by: Date: APPROVED ROAD WA Y IMPROVEMENTS PER CA VALLA SUBDIVISION CONSTRUCTION NOTES NOTES.- 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. ~�S:�JI:f•7 E Iwo cm a� v c P 372347 1 a% CONSULTANTS CALL BEFORE Site Planning • � Land use Consulting • Project Manapnent YOU DIG 733 � A s� 100 1 ��. WA 99033 1 7th 5555 Phone: (425) 28&2390 I FAX. (425) 29&238P www.cphconsuItants.com AL CITY OF LIBERTY GARDENS 02/21/1. ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �� : R ENTON Dw►w +NC Nc Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.06 17 40 -IN N N N A 7 T_ lO SPILL CONTROL TEE PER COR STD. PLAN 23700 T OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. UMIT OF GRADING i D @SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL AN SHEET 03.103 O7 ROADWAY SURVEY MONUMENT INTH CASE PER COR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WD 1H PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CAR STD. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET 03.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE ID PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IM01H 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N BOX UNIT PER COR STD. PLAN H026 GROUND M0UN7ED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING CODER N 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER COR SID. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3 102 BI- DIREC110NAL VANED GRATE PER COR SID. PLAN 0RECTANGULAR 204.30 21 ADJUST EXIST. RIM TO FlNISH GRADE NOTES.- 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. ~�S:�JI:f•7 E Iwo cm a� v c P 372347 1 a% CONSULTANTS CALL BEFORE Site Planning • � Land use Consulting • Project Manapnent YOU DIG 733 � A s� 100 1 ��. WA 99033 1 7th 5555 Phone: (425) 28&2390 I FAX. (425) 29&238P www.cphconsuItants.com AL CITY OF LIBERTY GARDENS 02/21/1. ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �� : R ENTON Dw►w +NC Nc Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.06 17 40 -IN N N N A 7 T_ ma Z T z c p >= I z m z I i D I D I i D T I L 7 cn T z z 0 a D Z Z C 3 to m I T p >= i D I� T p i D TBLOCK_COR x OTOP351308 Go CUWS351308 00 r-" � CUSD351308 w CNOT351308 0 CGRD351308 O CSIT351308 U keymap W OSIT351308 36 +00 tJ r^ � VJ Z F_ W 0 lJ c� (C Q [L 0 W m J 450 0 430 420 410 390 : EXISTING GRADE o ROADWA Y 0 - W Lu L4.1 - - _ 219 12' SD (PUBLIC) o �1;_ — — — P4LF n Cni maw FINISH GRADE ROAD WA Y q PV1 STA: 33 +79.33 P EL: 428.48 200.00' VC C8210, TYPE 1 j RIM= 4JB:50 429.99 I E(12 "S) = 425-11 425.74 (PUBLIC) M 450 W W 440 M M Q 430 LAJ Z azo �_2 410 °O N ° `-) 00 op vN N N Nom, 34 +00 33 +60 VOUCAL 0" , HOMI MM- MAD 1963/101 Alt::�� DATU M 400 390 380 CONSTRUCTION NOTES tO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 @APPROX. UMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PR01EC71ON PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IM1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6" PVC (UNLESS NOTED 01HERW►SE ON PLAN) ROOF DRAIN COLLEC710N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 10 PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC710N 13 BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE *VODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 SREVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 0RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER CDR STD. PLAN 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES.- 1. ALL DRAIN PIPES (SO) SHALL BE 12" LOPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. R=372348 x V. oO Go r1_1 00 r-" � p C) a Nom, N vN Nh D T M NSF N!- 38+00 37 +60 37 +20 36 +80 36 +40 36 +00 35 +60 35 +20 34 +80 34 +40 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05 01 14 JBS uw&''m � t" 1 Approved by: Date: 2 164TH CONNECTION REVISION GG 110/16/111 MJH DEMOMM N/A VERT. IN FEET 3 AS -BUILT GG 03/16/151 JBS JAMIE B. SCHROEDER, P 0 20 40 Approved by: Date: MOM PETER EVANS aw rya+ HORIZ. IN FEET Approved by: Date. IE B. SCHROEDER, PE u Copyright 2014 CPH Consultants, LLC. All Rights Reserved. A roved b Date: NO. REVISION BY DATE APPR APPROVED WAX A0001D1!'0L' PV1 STA: 33 +79.33 P EL: 428.48 200.00' VC C8210, TYPE 1 j RIM= 4JB:50 429.99 I E(12 "S) = 425-11 425.74 (PUBLIC) M 450 W W 440 M M Q 430 LAJ Z azo �_2 410 °O N ° `-) 00 op vN N N Nom, 34 +00 33 +60 VOUCAL 0" , HOMI MM- MAD 1963/101 Alt::�� DATU M 400 390 380 CONSTRUCTION NOTES tO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 @APPROX. UMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PR01EC71ON PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IM1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6" PVC (UNLESS NOTED 01HERW►SE ON PLAN) ROOF DRAIN COLLEC710N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 10 PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC710N 13 BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE *VODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 SREVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 0RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER CDR STD. PLAN 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES.- 1. ALL DRAIN PIPES (SO) SHALL BE 12" LOPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. R=372348 Lom CALL BEFORE 4D YOU DIG 14800- 424-5555 C P H CONSULTANTS Site Planr** • Crd En®ineenng Land We Cam" a Project Management 733 7th Amue, Sude 100 1 Kirkland. WA 96033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com SAT_ 46 CITY OE LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ha RENTON AGE: 3RAWW NC- Planning/Building/Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.07 SA=E`' 1 8 �:'tV -INININIINIA A x -4 Z Y/ n D Z A- Z D m T m � U I I I � t" 1 -100 _. 00 OI�lO© Lom CALL BEFORE 4D YOU DIG 14800- 424-5555 C P H CONSULTANTS Site Planr** • Crd En®ineenng Land We Cam" a Project Management 733 7th Amue, Sude 100 1 Kirkland. WA 96033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com SAT_ 46 CITY OE LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ha RENTON AGE: 3RAWW NC- Planning/Building/Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.07 SA=E`' 1 8 �:'tV -INININIINIA A x -4 Z Y/ n D Z A- Z D m T m � U I I I C D M 7 • �m r D- n �Z J D i i O a n z G) z C 3 to m a ;w N I W I Cn D T 79 D � t" 1 450 MCI 430 420 410 fif 390 SEE C3.01 450 440 430 420 410 430 v e 400 T C8220, TYPE 2 -48" RIM= 434. 434.53 IE(247J)= 429- 73429J8390 420 IE(24"W)= +F9- 73429.88 (PUBLIC) rELEVATION AT EXIST. GROUND 380 ELEVATION AT FINISH GRADE 05/01 /1 JBS wwE 380 2 STORM PROFILE REVISION RAS 09/16/1 MJH AMIE B. SCHROEDER, PE 3 c o a-) a� M- a� C* N 03/16/15 JBS 0 N o (0 ;o 1 N N N N N N C14 114- C%4 N C14 O O CS , o A t B. SCHROEDER, PE NO. REVISION BY DATE AP P R AP APPROVED 43 +20 42 +80 42 +40 42 +00 41+60 41+20 40 +80 40 +40 40 +00 39 +60 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01 /1 JBS wwE N/A 2 STORM PROFILE REVISION RAS 09/16/1 MJH AMIE B. SCHROEDER, PE 3 AS —BUILT GG 03/16/15 JBS ! W m Z DAAwIt PETER EVANS oNE r�aa Wrr OW � 'G`E ACCOFA NM Y M o A t B. SCHROEDER, PE NO. REVISION BY DATE AP P R AP APPROVED HORIZO« AL NAD 1983/1901 DATU M CONSTRUCTION NOTES lO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT- MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 O APPROX. LIMIT OF GRADING @SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PR01EC71ON PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT KITH CASE PER COR STD. PLAN H031 CEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. PLAN F001 0 6" PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF GRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 10 PER COR SID. PLAN FOfO OREFER CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND INOTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION t3 BOX UNIT PER COR SID. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FlXED WOODEN BOLLARD PER COR STD. PLAN H022 17 REMOVABLE WIDODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 SREVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 0 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR SID. PLAN 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES. 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA11ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11?ECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. M Iloo a� 4% 0 CP H 4w w M up - IT trw CONSULTANTS R3723— Site Planr • (W Evneenng 49 6a CALL BEFORE Land Use Conwbig . Project Management YOU DIG 733 7m AMenua, Suite loo i Ktrkiand, VA 99033 1 -1800- 4245555 phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com Via'= LIBERTY GARDENS ��► �- CITY OF 02/21/1 : ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 14! RENTON ��= �w►w +rrG 'vC Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3 Og 19 40 I 4 . t A[ ININININIAIA In tJ 8 1 Z = ' C ;. ? Z - IM ! W m Z T M D i> i w 8 I m r m D I I 0 M D Z 2 C M III I I � tJ 8 1 o 00A ' D ;. ? Z - N j I W I I � 8 1 o �O � c .. ;E D ;. ? TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT3513 )8 keymap OSIT3513 38 D mZ 8 rn C m / Z T 3 • D �? w Q z U W 3 O w a- �o cn m D DZ m 3 m a) cr N Z Z m D r i 8 C i j w T D En • �? n z G t**4%Ni 8 C T D En • �? n Ld U) AS -BUILT VOLUME (CF) SHEET C3. I 122,150 �� C8105 O 24o992 26, 202 26,660 �o D Q Z x ! t 03 Z t W 1 T. m �G1 U i D , t i 1 , t EXIST. WETLAND ` cN 40 0�� �� -� w 20 RECREATION RECREATION o ROW 01\10 �� X' r.: 41 o CE TRACT , h >7 2 r-• >wHIGHx16' a. _ 4. r N- 1..76152.1322 sd` :.. ,.. /. J <. - VIN YL COA TED CHAIN LINK _ E- 1.21388.1993 .\ �' x ,: , FENCE, PER WSDOT STD. PLAN _ 12 6' WIDE (2x8' WIDE} `J Y -o -------------------------------------------- 6" Tl'P.' - _ • - - - - -- - - - - - -- *` --- BLACK VINYL. - COA TED CHAIN LINK DOUBLE GA TE, - PER t -_ ROCK OUTFALL 0 :, — — -- — - '_ - - -- 12 QUARRY DEPT QARRY SPACES SPILLWAY PER DETAIL E— -- � +" _— - _ - - - - WSDOT STD PLAN L- 30.10 -01 0 :. r , Lop C3.21 < W 03.21 j' r _ = Est 18 m POND ACCESS ROAD PER ,�� o DETAIL ON SHEET C3.21 y o PA =417. K t O� ✓ S 1, : 3 , o� 0 z SIM , 'i yt i \ y t — 1.00 k ` z lE 4 , 410 1. A , ' cso E 2 -54 \ 1 = 176227.5339 S.!4 7 X o- • PUBLIC C ) -• 406 7, 7 J {j 19 CS02, TYPE 2- `� 7 z; �� 25LF 18" SD (PUBLIC) r,z PAD =415. N= 176217.1832 , . > : - - - - - -- S - ♦` , E= 1321440.7163 o - -= I w (PUBLIC) .02 3 t S iCO RACT PUBLIC I O8'NW)- 402.13 .j ETEN770NIWETPOND 4 LL 17 214.9991 MAX. WS --044 411.75 12' POND AC S x E 13214.71.2526 WQ ELEV. =405:.0 404.87 ROAD PER A POT El EV =4n2 0 DETAIL ON r' � C3.21 ; AS -BUILT VOLUME (CF) SHEET C3. X 122,150 VOLUME (CF) : O 24o992 26, 202 26,660 �o D M� 402 x ! t 03 Z t W 1 T. m �G1 i D , t i 1 , t EXIST. WETLAND ` cN 40 0�� �� -� 20 �. 01\10 �� X' PAD =415.0 \ 41 1 404.00 -40 18'NE ) , h >7 2 a X, CON T. TYPE 3 6 HIGH BLACK N- 1..76152.1322 sd` :.. ,.. /. J <. : .. .: i.. y.. \. .i .. ,.. : X• Y f VIN YL COA TED CHAIN LINK _ E- 1.21388.1993 .\ �' x ,: , FENCE, PER WSDOT STD. PLAN 12 L-20.10-02, APPROX 742 LF -------------------------------------------- - _ • - - - - -- - - - - - -- *` --- - - - - -- ROCK OUTFALL EMERGENCY OVERFLOW — — -- — - '_ - - -- 12 QUARRY DEPT QARRY SPACES SPILLWAY PER DETAIL - � +" _— - _ - - - - ON SHEET C3.21 NOTES: 1. THE HOA SHALL OWN AND MAINTAIN THE LANDSCAPING WITHIN THE STORM TRACT. AN EASEMENT OVER THE TRACT SHALL BE DEDICATED TO THE CITY OF RENTON FOR RESPONSIBILITY OF MAINTENANCE OF THE DRAINAGE FACILITIES CONSTRUCTED THEREIN. 2. THE FINAL PLAT SHALL INCLUDE LANGUAGE ALLOWING THE CITY ACCESS TO INSPECT THE FLOW CONTROL BMPS TO BE CONSTRUCTED ON THE LOTS. 0 20 ao PLAN IN FEET Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. AUnroved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL 2 POND OUTLET REVISION 3 AS -BUILT NO. REVISION DETEN TION/WETPOND VOLUMES MINIMUM REQUIRED DETENTION VOLUME (CF) DETENTION VOLUME PROVIDED (CF) AS -BUILT VOLUME (CF) 115, 400 117,778 122,150 MINIMUM REQUIRED WA TER QUALITY i c * < WA TER QUALITY VOLUME AS -BUILT VOLUME (CF) VOLUME (CF) PROVIDED (CF) O 24o992 26, 202 26,660 a EL 402.85 z a N REMOVABLE PIPE SECTION w /SOLID END PLATE CS01 -FLOW CONTROL STRUCTURE NOT TO SCALE 411.87 OVERFLOW ELEV• =4�5 CS02 - EMERGENCY OVERFLOW STRUCTURE NOT TO SCALE o •' f✓ 4"918 • • i 1.42" DIAM. ORIFICE DEBRIS CAGE PER COR STD. PLAN 234.20 FLOW TO OUTFACE ,( U IE=4A47f 404.53 4w w w MP t CONSULTANTS Site Plannrg • (evil En@newg CALL BEFORE Land Use Consub g . Ropd Manapmen: � YOU DEG 733 7th AMenue, Suite 100 11(irtuand. WA 99033 1 Sgsr! Phone: (425) 285-2390 1 FAX: (425) 285-2389 J BS 05/01 /1 J BS wm00m SCAM va rrrcx: ,,,Me lees ►+oazoNrK: � t t� /� � � GG 07/07/1 MJH E,k 1 " =20 AL }}- CITY GG 03/16/1 J BS JAMIE B. SCHROEDER, PE RENTON ML omwft PETER EVANS 01''E ''w DATUM CHECK ` AT ZWX Planning /Building /Public Works Dept. IE B. SCHROEDER, PE WT OW NW BY DATE AP P R mmwwm sCAX A00°"D1NM Y APPROVED www.cphconsultants.com DA7 LIBERTY GARDENS 02/21/14; ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ­`-D8 : :'AGE: DRAWING "C STORM WATER POND DETAILS 03.20 '`-_' 21D` 4w i IAI—ININININIAIA D 8 � o Z Cn r 1 Z I —4 D VI i c * < T 8 z : C O r �o D M� ! t 03 Z t W m T. m i D , t i 1 , t D 8 � o Z Cn r 1 Z I —4 D 1 D I T 8 O �o D M� ! t " Z Z{ t W 1 D T 8 O �o D M� �. Z{ TBLOCK —COR w 0 0 U w J LL Uj U) Z Z W w o a- Q 0 W m J FINISHED GRADE A T BERM TOP BERM. ELEV. = 412.75 POND BTU. ELEV. = 402.00 DETENTION / WETPOND SECTION NOT TO SCALE A PORTION OF THE SE 1,/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. DETENTIOW WETPOND SECTION NOT TO SCALE 'aN 0 TYPICAL POND SIGN NOT TO SCALE III, 24" SPECIFICA'T`IONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non- reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub - Title: 11/2 -inch; Text: I inch; Outer border: 1/8 inch border distance from edge: 1/4 -inch; all text 13/4 -inch from border. 3' _ 6" (tYp) Posts: Pressure treated, beveled tops, 1'/2 -inch higher than sign. Installation: Secure to chain link fence if available. Otherwise install on two 4 "x4" posts, pressure treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch minimum diameter), with the top of sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). Note: If the facility has a liner to restrict infiltration of stormivater, the following note must be added to the face of the sign: "This facility, is lined to protect groundwater quality. " In addition, specific information about the liner must be added to the back of the sign as specified in Section 6.2.4. Approved by: Approved by: Approved by: Copyright 4 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: CITY OF RENTON Date: Date: Date: Date: FINISH GRADE AT BERM 1 � CONSTRUCTION PERMIT APPROVAL 2 AS- BUILTS NO. REVISION 2' Q J J 0 U W W w °z Y EMERGENCY OVERFLOW WATER SURFACE ELEV. 4.1 0 m 12" TYR- F "`4-8" MINUS QUARRY SPALLS AT SPILLWAY AND OVERFLOW CREST z � Max ; UNDISTURBED NA TI VE OR SUITABLE COMPACT IMPORT SOIL MATERIALS POND ACCESS ROAD NO T TO SCALE 1:M P0rr 17FdrV 14ZPr_n1unA 0VN M/PDPi nw cpi i i XA1AV nCTA I I NOT TO SCALE J BS 105/01 1 1 J BS"� GG 03/16/1 J BS,,� AMIE B. SCHROEDER Waft PETER EVANS oECKM JAMIE B. SCHROEDER BY DATE AP P R mP �pROVED SOMF- VOMAL PWM IM N/A Ho"oNrK: uric 1983/1991 PE d ONE "o" DATUM AT MILL 90ALE PE F Nor OW PCH sMS IIC0011111I)IMMY 12' MIN. S =2.07 MAX. TOP POND (BERM) 12" COMPACTED DEPTH 3 QUARRY SPALL, TYPE I 1 (T'•) D EMERGENCY D OVERFLOW WS ELEV. n D F SECTION. SPILLWAY This pond is in our care. Stormwater &~ is held hm aher storms. It is released SPILL WAY sla*wly or shred urM the nsxt storm when it is Pond mplaced by incomkV ftm. This helps prevent W. S. ELEV. downslream NoodkV and erosion and helps LENGTH FT clean the avatar. For more irdormation or to report =- Z ^ Z h0wiM vandalism or odw problems, can M Department of Natural Resources Facilities fhttantansnce at (206) 2961100. EMERGENCY Pond Name and Number 0 TYPICAL POND SIGN NOT TO SCALE III, 24" SPECIFICA'T`IONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non- reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub - Title: 11/2 -inch; Text: I inch; Outer border: 1/8 inch border distance from edge: 1/4 -inch; all text 13/4 -inch from border. 3' _ 6" (tYp) Posts: Pressure treated, beveled tops, 1'/2 -inch higher than sign. Installation: Secure to chain link fence if available. Otherwise install on two 4 "x4" posts, pressure treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch minimum diameter), with the top of sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). Note: If the facility has a liner to restrict infiltration of stormivater, the following note must be added to the face of the sign: "This facility, is lined to protect groundwater quality. " In addition, specific information about the liner must be added to the back of the sign as specified in Section 6.2.4. Approved by: Approved by: Approved by: Copyright 4 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: CITY OF RENTON Date: Date: Date: Date: FINISH GRADE AT BERM 1 � CONSTRUCTION PERMIT APPROVAL 2 AS- BUILTS NO. REVISION 2' Q J J 0 U W W w °z Y EMERGENCY OVERFLOW WATER SURFACE ELEV. 4.1 0 m 12" TYR- F "`4-8" MINUS QUARRY SPALLS AT SPILLWAY AND OVERFLOW CREST z � Max ; UNDISTURBED NA TI VE OR SUITABLE COMPACT IMPORT SOIL MATERIALS POND ACCESS ROAD NO T TO SCALE 1:M P0rr 17FdrV 14ZPr_n1unA 0VN M/PDPi nw cpi i i XA1AV nCTA I I NOT TO SCALE J BS 105/01 1 1 J BS"� GG 03/16/1 J BS,,� AMIE B. SCHROEDER Waft PETER EVANS oECKM JAMIE B. SCHROEDER BY DATE AP P R mP �pROVED SOMF- VOMAL PWM IM N/A Ho"oNrK: uric 1983/1991 PE d ONE "o" DATUM AT MILL 90ALE PE F Nor OW PCH sMS IIC0011111I)IMMY 12' MIN. S =2.07 MAX. TOP POND (BERM) 12" COMPACTED DEPTH 3 QUARRY SPALL, TYPE I 1 (T'•) D EMERGENCY D OVERFLOW WS ELEV. n D F SECTION. SPILLWAY SPILL WAY OVERFLOW TOP POND SPILL WAY SPILL WAY ^O a CREST ELEV. W. S. ELEV. BERM LENGTH FT SIDE SLOPE =- Z ^ Z M D s I N EMERGENCY I 412.05 412.25 412.75 6.0' 3:1 k/ C P 14 ww-m3l CONSULTANTS Site Plannrng • OW Engnwq CALL BEFORE Land Use CO�t1� a �t�apnent � YOU DIG 733 7th Mrenue. Slime loo 1 itinctend,lMA 99033 1$ 10- 424 -rJS$$ Phone: (425) 28 2390 I FAX: (425) 2Wr23M www.cphconsultants.com WE CITY OE LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �E R ENTON == � DRAWING %C Planning /Building /Public Works Dept. STORM DRAINAGE POND PLAN AND DETAILS C3.21 5-EE-: O�P 22 40 IAI-INININI\ IAIA 4 ON V _ E tJ E E Z ^O a C nr Z m =- Z ^ Z M D s I N P. A :o cn T. � a- 'Z Z m D D T ON D E tJ E E M < a)E { _ Z =- Z ^ Z n N D T D M a)E { _ Z D n TBLOCK COF J D CJ w c S _ r O �° C-) ;E ;. D - Z Z m m m D N W I W Q Z U W 1 O w T 8 _o in m Z Z m D O a a z. G z c 3 to m D CJ w T. 8 O �° C-) ;E ;. D - Z 00.- ^J N W D T. 8 O �° C-) ;E ;. D - Z TBLOCK_COR W Q Z U W O CE CL T � g cn � An r � J- 1 � 1 'Z Z m D 0 D Z Z C 3 Im m. a v tJ l > — < 1 7 J - 'C -- _ 1 =z W N W I An Z C to Z m m m tD W Q Z U W O CE CL T � g cn � An r � J- 1 � 1 'Z Z m D 0 D Z Z C 3 Im m. a v tJ l > — < 1 7 J - 'C -- _ 1 =z W N W I T 8 O m t �o D c < D z TBLOCK. _COR Z uj rn Z C 3 to z m m m D cW Q Z U W O I 1 t i ► I i T 8 � o T cn rn { Z I Z m D 1 i t T �C r f T 8 � CO ccnn { �� t OTOP351308 TO SCALE CUWS351308 3 CUSD351308 W CNOT351308 w CGRD351308 0 CSIT351308 O keymap U OSIT351308 W TBLOCK_COR I LL LLI U) z Z w L) o CL Q 0 w m .J 5' _ , 5.5' A PORTION OF THESE 1/4 OF SECTION 14 TOWNSHIP 23N, RANGE 5E. W.M. \ LIMITS OF WETLAND C (CATEGORY 2), SEE WETLAND PLANS 30' 18' VERTICAL CURB AND GUTTER SUITABLE UNDISTURBED NATIVE OR COMPACT IMPORT FILL MATERIAL SUBGRADE ROW 3' 8'-12' 4' BLACK VINYL CHAIN LINK FENCE VERTICAL CURB ANn M I TTFR TYPICAL ROADWAY SECTION -162ND AVENUE NOT TO SCALE 30' 12'f J TO SCALE 3 O W o c1cz �Q Approved by: Li Q� Approved by: Date: Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. 12" Date: MSE RETAINING WALL cc ROW 30' 18' STA. 40 +45 8' It 4' BLACK VINYL CHAIN LINK FENCE k 2% NOT TO SCALE N1 z CITY OF RENTON J Approved by: Date: < Approved by: Date: Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: Date: O 30' 5' _WA 5.5' 18' VERTICAL CURB Akin �1 ITrrp ROW 8' 3' 2' L. 4' BLACK VINYL MIN. CHAIN LINK FENCE 'VERTICAL CURB TYPICAL ROADWAY SECTION -162ND AVENUE NOT TO SCALE 30' I J J 3 0 W o 12" MSE RETAINING WALL 1 CONSTRUCTION PERMIT APPROVAL 2 AS— GUILTS REVISION STA. 41+40 JBS 05/01/14 JBS S mvtm GG.03/16/`15 JBS DEBONM JAM IE B. SCHROEDER, P oR PETER EVANS CtEcKm IE B. SCHROEDER, P BY DATE AP P R m �pROVED ONE NCH AT MILL 9OLE F NOT ONE NCH SOME ACCCRONOL.Y 30' 1.5' , -MIN. - J W J � 3 O � 0 CL O cc � Q MSE RETAINING WALL R- 372356 ,U„OL: AM HORMWA - NO I W3/t W I DATUM �' CITY OE RENTON Planning /Building /Public Works Dept. I3 i i i STA. 40+ 92.5 c P I I n� CONSULTANTS Site Plannrg * QW Egineenng CALL BEFORE Land Use Cons big . Proms kUnagemem YOU DIG 733 7th Awwue, Sufe loo 1 Ki nd. WA 99033 1400- 4245555 Rwm: (425) 285-2390 1 FAX. (425) 285-2399 Lm www.cphconsultants.com LIBERTY GARDENS 02/21 /1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS :"T i -08000C DRAWINC NC: ROADWAY GRADING AND DRAINAGE DETAILS 03.104 26 40 J�� * r�: -)*., -;s Sb nemmu��n rn N1 z �° r- J D 1 T D cf) < z n _— - � Z m z N M m D Z m r Z rr D O D Z G1 Z C m m M I Ln N1 o m �° r- J D 1 T D cf) < z n _— - � Z N I W I Ln N1 o m �° r- D 1 T D cf) z I• 1 � } s jl 3 � � 3 I � , 1 1 r r s I 1 s 1 I 1 - 1 ti� 1 i Z I l' 1 1 I I I I � I 1 1 1 3 1 I J 3 _ i e'� 1 3 I 4 � � 3 y i J S I 4� l 6f W t i 121 AL ER r 1' ,.-c D ^� - s 0" COTTONWOOD RECAIEATION \ TRACT ►J2 ",24" CEDAR " 3 CEDAR j 14" CEDAR fl, 0" MAPLE 12" CEDAR ;A" CED 3 l • 3 a H J A L J A L D L J L J 3 i a 4" \CEDAR �48\ CEDAR \ 30" CEDA x'36" CE AR OSZ 2�'�,6A_ MAPLE 4" : MAPLE 36° _WPLE 2 ®18 ALDER 14" ALDER " CEDAR • 30" CEDAR i 14 ALDER It 1 - 28" CC-DAR '30" CEDAR r 6" ALD # 20" ALD A � 8'ALDER TREE RETENTION /REPLACEMENT PLAN EXHIBIT AND PLANTING STRIP PLAN 1 "- 301-011 0 15 30 60 1 I — I I I I I I �I I I _- I �^I I - I I _ I I � I I I I I I I I I I I S..y �I t _ z � II � I 9 A�. y I 1 I I 1 SIGNIFICANT TREE REPLACEMENT CALCULATION PROJECT AREA, NOT INCLUDING WETLAND AND BUFFER EXISTING SIGNIFICANT TREES REQUIRED 10 SIGNIFICANT TREES PER ARCE REQUIRED EQUALS EXISTING TREES TO BE RETAINED OUTSIDE OF WETLAND AND BUFFER SIGNIFICANT TREE REPLACEMENTS REQUIRED SIGNIFICANT TREE =12 CALIPER INCHES 12 CALIPER INCHES X 79 =948 TOTAL CALIPER INCHES REPLACEMENT TREES AT 3" CALIPER COUNT AS 6" OF CALIPER 948/6 =158 SIGNIFICANT REPLACEMENT TREES REQUIRED TO BE PROVIDED = 158 SIGNIFICANT REPLACEMENT TREES PROVIDED =160 EXISTING SIGNIFICANT TREE TO BE RETAINED EXISTING SIGNIFICANT TREE ON SITE TO BE REMOVE VERIFY INFORMATION WITH CIVIL DRAWINGS TREE PLANT SCHEDULE FOR ENTIRE SITE / \ F i 7.88 ACRES 266 79 TREES 0 79 QUANT. BOTANICAL NAME COMMON NAME SIZE * 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL 600 RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT v ✓ — * 30 BETULA PAPYRIFERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN 10' MIN. 50' MIN. * 12 MALUS 'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL I 10' MIN. L, T_ CX\, + + J J + * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. NOTE 1. VERTICAL CURB LINE PLAN AT INTERSECTION NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. * 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7 -8' 3" CAL MIN. LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBIUTY WrrH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. * 15 PYRUS 'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST i j * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7 -8' 3" CAL MIN. SIDEWALK TRAFFIC. * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 600 RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT v ✓ — CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION i BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL R- 311357 1� \ r ___ -1 � -2 REVISIONS 11 -6 -13 1 -21 -2014 5 -1 -2014 Ie This landscape plan is diagrammatic. a I dimensions are approximate and must to field x enfied ® GHA Landscape Architects 2012 E U GHA Landscape Ard tec fis 1417 NE 80th St. SEATTLE, WA 98115 TELF 206.522.2334 FAX 206.526.566 i 0 Z Z Q J O Z Q W W W W H C� Z CL Q J Z W 2 W Q 0 3: C/) < Z C1. � W w � � � O Q 0 U CD Z Z � L.Lj ZQ Y F- w -� Z 0 w w oC z m Cr. f- w �_ U) (r Mid as fl a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCH(TECT N L BUCHANAN CERTIFICATE No. 513 DATE: 6 -11 -13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L1.0 34 of 41 SHEETS c < —z Z yTy � _z 'r yt; I I r I ' D + T , T I $� � � J { s -z Z ST T z T I I I 1 I i 1 1 I I FIRE HYDRANT OR SIOEIMALK NEXT TO VERTICAL CURB UTILITY POLE >^ a v ✓ — > 10' MIN. 50' MIN. 15' MIN. LUMNPLANTING INRE 50' MIN. � PLANTING STRIP v jjL 10' MIN. L, T_ CX\, + + J J + NOTE 1. VERTICAL CURB LINE PLAN AT INTERSECTION NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBIUTY WrrH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED. 2. IF PLANTING STRIPS ARE APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK —OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684 -1622. 4. SEE SEC. 5.03. ®KM UCING WOWS STREET TREE STANDARDS DWG. 5 -009 C0L*MY KING R- 311357 1� \ r ___ -1 � -2 REVISIONS 11 -6 -13 1 -21 -2014 5 -1 -2014 Ie This landscape plan is diagrammatic. a I dimensions are approximate and must to field x enfied ® GHA Landscape Architects 2012 E U GHA Landscape Ard tec fis 1417 NE 80th St. SEATTLE, WA 98115 TELF 206.522.2334 FAX 206.526.566 i 0 Z Z Q J O Z Q W W W W H C� Z CL Q J Z W 2 W Q 0 3: C/) < Z C1. � W w � � � O Q 0 U CD Z Z � L.Lj ZQ Y F- w -� Z 0 w w oC z m Cr. f- w �_ U) (r Mid as fl a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCH(TECT N L BUCHANAN CERTIFICATE No. 513 DATE: 6 -11 -13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L1.0 34 of 41 SHEETS c < —z Z yTy � _z 'r yt; I I r I ' D + T , T I $� � � J { s -z Z ST T z T I I I 1 I i 1 1 I I >^ a v ✓ — > .- z I 1 i I v 1 D x � 3 _ — C) CU d LD S 3 Q J to C Q) 75 L LO Q) 4 / In n� L d 0 0 / Q U Ir L Lj YL a U LO 3 / U 5 { z Z LOT 1 10' LANDSCAPE EASEMENT z LOT 11 Z MATCHLINE 12 , 2' LANDSCAPE 4 EASEMENT ii i �\ } LOTS 12 -17 PLANTINGS AT STREET SIDE BU 1 "= 20' -0" FFERS_ o ,o Zo LINE LOTS 18 -20 F �- i ,\ . TREE PLANT SCHEDULE FOR ENTIRE SITE * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. SHRUB and GROUNDCOVER PLANT SCHEDULE QUANT. BOTANICAL NAME COMMON NAME SIZE * 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL � T � Z M Z M * 30 BETULA PAPYRIFERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL 70 ARBUTUS UNEDO COMPACTA TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN * 12 MALUS 'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL 2 GAL C 11 COTINUS 'GRACE' GRACE SMOKEBUSH 5 GAL * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. MA 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL a O 282 MAHONIA AQUIFOLIUM COMPACTA * 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7 -8' 3" CAL MIN. ! -T 27 I ; MISCANTHUS YAKU JIMA t !YAKU JIMA MAIDEN GRASS 1 GAL * 15 PYRUS 'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL * 4 THUJA PLICATA'EXCELSA' EXCELSA WESTERN RED CEDAR 7 -8' 3" CAL MIN. ' PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. SHRUB and GROUNDCOVER PLANT SCHEDULE PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE. STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT. HYDROSEED WITH BRIARGREEN RAPID LAWN, AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA EXISTING CONTOUR TRAIL SURFACING MATERIAL, OWNER'S OPTION PROPOSED CONTOUR BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL 6' CEDAR FENCE, SEE SHEET 1-1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12 -20 WILL HAVE STANDARD FENCE 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. REVISIONS 11 -6 -13 5-1-2014 BY This landscape plan is diagramrnauc, all dimensions are approximate and must be field %enfied (D GHA Landscape Architects 2012 Efu GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5661 U) Ir W LL LL D m W Q o U) LLJ W z Q W � o� p Q U) 0 z Cf) Y 1 0 z z r — O LL1 Z m Q z J W a. cr �� as fl a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITEC? N IL BUCHANAN CERTIFICATE No. 513 DATE: 6 -11 -13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET'. 40 ► R- 312358 L1.1 Q 1 1 35 of 41 SHEETS I C, - --; -);;� -:?. T-4& QUANT. BOTANICAL NAME COMMON NAME SIZE SPACING/HT. SHRUBS C � T � Z M Z M i T 70 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL co 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL C 11 COTINUS 'GRACE' GRACE SMOKEBUSH 5 GAL MA 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL a O 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL ! -T 27 I ; MISCANTHUS YAKU JIMA t !YAKU JIMA MAIDEN GRASS 1 GAL 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL i 28 ' PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL (D 78 POTENTILLA'ABBOTSFORD WHITE' ! WHITE FLOWERING POTENTILLA 2 GAL I ' ! i Rs 28 RIBES SANGUINEUM RED FLOWERING CURRANT 2 GAL 17 r vo 113 ROSA RUGOSA ALBA VACCINIUM OVATUM WHITE FLOWERING RUGOSA ROSE EVERGREEN HUCKLEBERRY 2 GAL 2 GAL r VT 33 VIBURNUM P. T. SUMMER SNOWFLAKE DOUBLEFILE VIBURNUM 5 GAL T 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK i 1 GAL 30" O. C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 600 RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" 0. C. PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE. STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT. HYDROSEED WITH BRIARGREEN RAPID LAWN, AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA EXISTING CONTOUR TRAIL SURFACING MATERIAL, OWNER'S OPTION PROPOSED CONTOUR BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL 6' CEDAR FENCE, SEE SHEET 1-1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12 -20 WILL HAVE STANDARD FENCE 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. REVISIONS 11 -6 -13 5-1-2014 BY This landscape plan is diagramrnauc, all dimensions are approximate and must be field %enfied (D GHA Landscape Architects 2012 Efu GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5661 U) Ir W LL LL D m W Q o U) LLJ W z Q W � o� p Q U) 0 z Cf) Y 1 0 z z r — O LL1 Z m Q z J W a. cr �� as fl a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITEC? N IL BUCHANAN CERTIFICATE No. 513 DATE: 6 -11 -13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET'. 40 ► R- 312358 L1.1 Q 1 1 35 of 41 SHEETS I C, - --; -);;� -:?. T-4& .z = �` S ca z m z M > I OM `i r I h C` r _ r x�> O 77 �, 1 ^z J f G) Z M z C � T � Z M Z M i .z = �` S ca z m z M > I OM `i r I h C` r _ r x�> O 77 �, 1 ^z J f w M � T � 0 O� 0 cu S C L 1 C c L r C a J A L 5 L J A 5 L J -4 L a a REQUIRED RECREATION SPACE: PER KCC 21 A.14.180, 36 LOTS TIMES 390 SF PER LOT = 149040 SF REQUIRED RECREATION SPACE PROVIDED RECREATION SPACE EQUALS 17,843 SF PER KCC 21A.14.190, PLAY AREA REQUIRED IS 36 LOTS TIMES 45 SF PER LOT EQUALS 1,620 SF REQUIRED PLAY AREA. PROVIDED PLAY AREA EQUALS 1,819 SF. PER KCC 21 A.14.180.E.3, FOR DEVELOPMENTS OF 25 -50 LOTS, A TOT TOY PLUS TWO ADDITIONAL RECREATION FACILITY OR PIECES OF PLAY EQUIPMENT IS REQUIRED. THE PLAN PROPOSES THE FOLLOWING TO MEET THIS CODE SECTION. (1) PLAY TOY INTENDED FOR CHILDREN (1) SPRING TOY PLAY EQUIPMENT (1) SWING SET PLAY EQUIPMENT nr'nnrA rf ^&i RECREATION SPACE PLAN V 1 of 1-011 r• __— -------- - - - - -- F- --woo- 44 - `F - - _.-- --- -Y------- r .� f F — i TREE PLANT SCHEDULE FOR ENTIRE SITE QUANT. BOTANICAL NAME COMMON NAME SIZE SIZE * 33 AMELANCHIER AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVICEBERRY 3" CAL z .J CL z Li ' C r') Q o � N * 30 BETULA PAPYRIFERA'RENCI' or RENAISSANCE REFLECTION BIRCH 3" CAL 0 - TILIA CORDATA CHANCELLOR CHANCELLOR LITTLE LEAF LINDEN 2 GAL z � Q Y I * 12 MALUS 'SUGAR TYME' SUGAR TYME FLOWERING CRABAPPLE 3" CAL MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL M W W C 11 COTINUS 'GRACE' GRACE SMOKEBUSH 5 GAL * 37 PINUS CONTORTA SHORE PINE 7 -8' 3" CAL MIN. MA ; 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL O 282 MAHONIA AQUIFOLIUM COMPACTA * 29 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7 -8' 3" CAL MIN. 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL * 15 PYRUS 'CHANTICLEER' CHANTICLEER FLOWERING PEAR 3" CAL i 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL * 4 THUJA PLICATA ' EXCELSA' EXCELSA WESTERN RED CEDAR 7 -8' 3" CAL MIN. PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL * REPLACEMENT TREE, MUST BE 3" CALIPER, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. OWNER TO SELECT BETWEEN BIRCH AND LINDEN AS STREET TREE. SHRUB and GROUNDCOVER PLANT SCHEDULE PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE. STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT. HYDROSEED WITH BRIARGREEN RAPID LAWN, AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA TRAIL SURFACING MATERIAL, OWNER'S OPTION EXISTING CONTOUR PROPOSED CONTOUR BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL 6' CEDAR FENCE, SEE SHEET L1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12 -20 WILL HAVE STANDARD FENCE 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. X — — — — SPLIT RAIL FENCE PICNIC TABLE PACIFIC OUTDOOR PRODUCTS PT -38 OR APPROVED EQUAL WOOD BENCH PACIFIC OUTDOOR PRODUCTS BP -25 OR APPROVED EQUAL PACIFIC OUTDOOR PRODUCTS SS -120 SWING OR APPROVED EQUAL PACIFIC OUTDOOR PRODUCTS 4505 APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN ♦ �► VERIFY WITH PLAY EQUIPMENT SAFETY ZONE WITH \ VERIFY WITH PLAY EQUIPMENT MANUFACTURER MANUFACTURER GAMETIME SADDLE -MATES DUCK #388 WITH #4893 'C' SPRING MOUNT APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, 372359 VERIFY WITH PLAY EQUIPMENT MANUFACTURER REVISIONS BY I1 -6 -13 1 -21 -2014 5 -1 -2014 This landscape plan Is diagrammatic. all dimensions are approximate and must be field N enfied ® CHA Landscape Architects 2012 E U GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 QUANT. BOTANICAL NAME COMMON NAME SIZE ! SPACING/HT. Ci) SHRUBS 7ccF C ^v ✓_ z .J CL z Li ' C r') Q o � N U Q CL 0 70 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH 2 GAL z � Q Y I � 60 CORNUS S MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL M W W C 11 COTINUS 'GRACE' GRACE SMOKEBUSH 5 GAL MA ; 100 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL O 282 MAHONIA AQUIFOLIUM COMPACTA COMPACT OREGON GRAPE 1 GAL 27 MISCANTHUS YAKU JIMA YAKU JIMA MAIDEN GRASS 1 GAL i 29 OEMLERIA CERASIFORMIS INDIAN PLUM 2 GAL 28 PANICUM V. REHBRAUN RED SWITCH GRASS 1 GAL 78 POT ENTILLA 'ABBOTSFORD WHITE' WHITE FLOWERING POTENTILLA 2 GAL i I Rs 28 RIBES SANGUINEUM _ RED FLOWERING CURRANT 2 GAL 17 ROSA RUGOSA ALBA I WHITE FLOWERING RUGOSA ROSE 2 GAL vo 113 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL vO 33 VIBURNUM P. T. SUMMER SNOWFLAKE I DOUBLEFILE VIBURNUM 5 GAL i 1000 ARCTOSTAPYLLOS UVA URSI MASS. MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1250 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 600 RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET CREEPING RASPBERRY 1 GAL 30" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50 -150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT CONTRACTOR TO PROVIDE COST ALTERNATE FOR LAWN IN PLANTING STRIPS AT OWNER'S OPTION PROVIDE QUANITITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER PROVIDE PLANTS THAT MEET MINIMUM HEIGHT AND SPREAD AS LISTED IN SCHEDULE. STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT JB SOD PREMIUM OREGON RYE GRASS SOD, ALT. HYDROSEED WITH BRIARGREEN RAPID LAWN, AT OWNERS OPTION PROVIDE SOD FOR GRASSGRID AREA TRAIL SURFACING MATERIAL, OWNER'S OPTION EXISTING CONTOUR PROPOSED CONTOUR BRIARGROUP LOW GRO EROSION CONTROL DETENTION POND SEED MIX HYDROSEED OR APPROVED EQUAL 6' CEDAR FENCE, SEE SHEET L1.3 FOR DETAILS LOTS 1 AND 11 WILL HAVE GOOD NEIGHBOR FENCE, LOTS 12 -20 WILL HAVE STANDARD FENCE 6' TALL BLACK VINYL COATED CHAINLINK FENCE, VERIFY WITH CIVIL DRAWINGS. X — — — — SPLIT RAIL FENCE PICNIC TABLE PACIFIC OUTDOOR PRODUCTS PT -38 OR APPROVED EQUAL WOOD BENCH PACIFIC OUTDOOR PRODUCTS BP -25 OR APPROVED EQUAL PACIFIC OUTDOOR PRODUCTS SS -120 SWING OR APPROVED EQUAL PACIFIC OUTDOOR PRODUCTS 4505 APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN ♦ �► VERIFY WITH PLAY EQUIPMENT SAFETY ZONE WITH \ VERIFY WITH PLAY EQUIPMENT MANUFACTURER MANUFACTURER GAMETIME SADDLE -MATES DUCK #388 WITH #4893 'C' SPRING MOUNT APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, 372359 VERIFY WITH PLAY EQUIPMENT MANUFACTURER REVISIONS BY I1 -6 -13 1 -21 -2014 5 -1 -2014 This landscape plan Is diagrammatic. all dimensions are approximate and must be field N enfied ® CHA Landscape Architects 2012 E U GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 V'S u w� * STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT N L BUCHANAN CERTIFICATE No. 513 DATE: 6 -11 -13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L1.2 36 of 41 SHEETS Q Q � Ci) 7ccF C ^v ✓_ z .J CL z Li ' C r') Q o � N U Q CL CD C/) c C� T z z � Q Y > � W Q LLJ Cr. M W W J (r (r V'S u w� * STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT N L BUCHANAN CERTIFICATE No. 513 DATE: 6 -11 -13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L1.2 36 of 41 SHEETS h T :z Y Z Z T O D Z Z C M n v ^J .__. t YJ z 7ccF C ^v ✓_ z 2 T ' C c" T T r N i z Tm T j . w > h T :z Y Z Z T O D Z Z C M n i I D T ( T O I T. M y _Ts —� v ^J .__. t 7ccF C ^v ✓_ w 1 ' v r -' Z r N i i I D T ( T O I T. M y _Ts —� 0 v d� v 0 C5 Ln I s 3 Q C5 LD J L C5 LD i i J Q fy LJ U i 3 Q U PLAY AREA NOTES: WALL SURROUND FOR PLAY AREA IS TO BE CONSTRUCTED OF 6x6" PRESSURE TREATED TIMBERS, COORDINATE CONSTRUCTION WITH OWNER AND GENERAL CONTRACTOR. USE PRESSURE TREATED COMPATIBLE CONNECTORS, I.E. , SPIKES, SCREWS, ETC. USE PS TREATMENT STAIN ON END CUTS. PROVIDE DEADMEN TIE BA( %KS AS NEEDED TO SECURE WALL STRUCTURE, PROVIDE 12" MINIMUM DEPTH OF ENGINEERED WOOD SAFETY CHIP PRODUCT OR EQUAL THROUGHOUT PLAY AREA. PROVIDED SAFETY MATS UNDER SWINGS AND AT END OF SLIDES. PROVIDE UNDER DRAINAGE SYSTEM PER MANUFACTURER'S SPECIFICATIONS. TOP OF WALL IS TO BE AT LEVEL OF SURROUNDING PROPOSED GRADE, WALL IS 18" DEEP. EQUIPMENT SHOULD HAVE THE FOLLOWING USE SAFETY ZONES. USE ZONES - A USE ZONE, COVERED WITH A PROTECTIVE SURFACING MATERIAL, IS ESSENTIAL UNDER AND AROUND EQUIPMENT WHERE A CHILD MIGHT FALL. THIS AREA SHOULD BE FREE OF OTHER EQUIPMENT AND OBSTACLES ONTO WHICH A CHILD MIGHT FALL. STATIONARY CLIMBING EQUIPMENT AND SLIDES SHOULD HAVE A USE "ONE EXTENDING A MINIMUM OF 6' IN ALL DIRECTIONS FROM THE PERIMETER OF THE EQUIPMENT. SWINGS SHOULD HAVE A USE ZONE EXTENDING A MINIMUM OF 6'FRO#J THE OUTER EDGE OF THE SUPPORT STRUCTURE ON EACH SIDE. THE USE ZONE IN FRONT AND BACK OF THE SWING SHOULL` EXTEND OUT A MINIMUM DISTANCE OF TWICE THE HEIGHT OF THE SWING AS MEASURED FROM THE GROUND TO THE SWING HANGERS ON SUPPORT STRUCTURE. PLAY AREA WILL NEED ROUTINE MAINTENANCE TO KEEP ITS SAFETY LE VEL AT A MINIMUM, PRODUCTS SHALL MEET CONSUMER PRODUCT SAFETY COMMISSION STANDARDS t , t c'05T CA- f r i ^R ;tip t 4 t 1 i f it J -». -. ..__....... ..1 .. ..... ... ..... ...._. ............ i .... , FAI ONr x R, ., x Ni- E POCZ t A i i A� TWA R - PARKER NEWPORT SAY 3#d2 -07 -1 231 W ` DI.I IT E 3002 _ t-tNUE FOR EAST SIDE OF LOTS 12 -20 f / 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. 2" DIA. WOOD STAKES, STAKE NEXT TO ROOT _I BALL of 01 LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE. 2" OUTSIDE OF TREE STAKES i EXISTING SOIL 1:1 SLOPE AT SIDES OF PLANT PIT CUT BURLAP BACK FROM TOP 2/3 OF ROOTBAI I (V 12" GREATER THAN ROOTBALL BACKFILL PER PLANT NOTES SOIL BENEATH TREE TO BE EXISTING SOIL OR C;nIVIPnrT cell - �\ v 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL TREE PLANTING DETAIL SECTION FORM 2" WATER BASIN TOP OF ROOT CROWN N T Q BARK MULCH PER WE A GINS KEEP MULCH 1 -2" A STEM OF PLANT —_ EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS PLANTING HOLE SET AT 112" HIGHER THAN GROWN IN NURSERY -L FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SHRUB PLANTING DETAIL SECTION } i f s ; i k r GAMETIME SADDLE -MATES DUCK #M WITH #1 93 'C' SPRING MOUNT APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT MANUFACTURER PACIFIC OUTDOOR PRODUCTS 4505 VERIFY WITH PLAY EQUIPMENT SAFETY ZONE WITH MANUFACTURER PACIFIC OUTDOOR PRODUCTS SS -120 SWING OR APPROVED EQUAL APPROVED EQUAL MUST FIT IN SAFETY ZONE AS SHOWN, VERIFY WITH PLAY EQUIPMENT MANUFACTURER PLAY EQUIPMENT, SHOWN WITH SAFETY ZONES 1 " =10 0" NOTE: VERIFY DIMENSIONS OF EQUIPMENT AND SAFETY ZONE PRIOR TO CONSTRUCTION. INSTALL IN CONCRETE FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND PRIOR TO CONSTRUCTION ND UTILITIES ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO BE 8" BELOW FINISH TOPSOIL AND MULCH, LAWN AREAS SHALL BE 4" BELOW GRADE TO ALLOW FOR TOPSOIL. ED GRADE TO ALLOW FOR TILL/EXCAVATE /LOOSEN SOIL IN PLANTING AREAS TO A DEPTH OF 10 ", USE ROCK RAKE TO REMOVE ALL ROCKS O VER 1" IN DIAMETER. ADD COMPOST TO SHRUB AREAS AND TILL TO A DEPTH OF 8 ", LIGHTLY COMPACT. ADD 3.5" OF 50/50 SAND /COMPOST B OF S TILLING INTO A DEPTH OF 8 ", LIGHTLY RACK AND COMPACT TO 80% TO PREVENT SETTLING, ALSO CONFORM TO OIL MIX L LAWN AND SHRUB AREAS, P ROOTS OF EXISTING TREES. GRADING PLAN. AVOID DISTURBING MAJOR NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL. PREP, SUCH AS PLANT TREES PER DETAIL #2 THIS SHEET, PLANT SHRUBS PER DETAIL #3 THIS SHEET, BACKFILL WITH NATIVE SOIL AS AMENDED ABOVE, MULCH BEDS AND IN 36" DIAMETER AREA AROUND EACH INDIVIDUAL TREE WITH 2" COMP - MULCH. WATER PLANTS IN WE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK, LL. CONTRACTOR IS RESPONSIBLE AT INDIVIDUALLY PLANTED TREES OUTSIDE OF CONTIGUOUS PLANTING AREAS, STAKE PLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE AN AREA 60 IN DIAMETER PER SOIL NOTES ABOVE, PLANT TREE PER DE IN AREAS OF A 2:1 SLOPE OR GREATER USE JUTE EROSION CONTROL MATTING, WITH BIODE DETAIL #2 THIS SHEET. MANUFACTURE'S RECOMMENDED SPACING. PLANT THROUGH MATTING. GRADABLE STAKES AT HYDROSEED LAWN AREAS WITH BRIAR GROUP RAPID GROW COMPLETE HYDROSEED MIX OR PREMIUM SOD LAWN AT OWNERS OPTION HYDROSEED DETENTION AREA WITH BRIAR GROUP EROSION CONTROL - DETENTION POND MIX, HYDROSEED OV ER TRACK WALKED SURFACE, COORDINATE WITH CIVIL AND GEOTECHNICAL ENGINEER. VERIFY WITH HYDROSEED INSTALLER THAT FERTILE ENOUGH TO SUPPORT SEED MIX. PROVIDE ALTERNATE COST FOR TILLING 2" OF COMPOST AND COMPACTING NATIVE GROUND IS NECESSARY, CTING TO 85% IF MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST -PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND ROOTBALL 6 -8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM UTILITY PIPING OR PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIE R AT TOP OF SOIL PLASTIC ROOT SURFACE, BELOW MULCH LEVEL, SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE, UE OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206- 523 -7665 SE NDS SM -20 SHEETING PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON NTC FENCE BC C u= r U ELEV/,,, Play Area Installation and Ma n/anrrrc� N 1. GENERAL.- Provide and install play area equipment and soft surfacing Materials p«- s 2. MATERIALS- Provide per plans, notes and Soft Surface Material. Engineered wood fiber shall be a mix of random -sized Western Rec screened specifically for use as a playground safety surface. Mater ;o edar Wood Pa tides that have been ground and contaminants with interlocking fibers that make a matrix capable of, shall be free from bark, dirt, leaves, or other Hardwood material will not be considered, due to the susceptibility 1_; decng Wheelchairs, and other assistive devices. A. Manufacturer shall provide impact test results in accordance tvith current ASTM F1292 Standard Speafication for B. Safety surfacing product must have current IPEMA (International Playground Equipment Manufactu re Association) testing and certification to be considered in compliance with ASTM F1292 standards. r's C. Manufacturer must provide proof of ADA accessibility in accordance with ASTM F1951 Standard S Determination of Accessibility of Surface Systems Under and Around Playground Equipment. pec�fication for D. Manufacturer must provide proof of compliance with ASTM F2075- Standard for Engineered Wood Fiber Surface Systems Under and Around Playground Equipment. for E. Minimum manufacturer's performance warrantee: 10 years Play Equipment. Provide equipment as specified. Confirm availability, current configuration and safety zone layout prior to construction Notify Owner if current configuration and /or safety zones have changed, and coordinate with Owner /Landsca to adjust play area accordingly, to maintain proper safety zones. Pe Archi test A. Equipment shall comply with U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook, and ASTM F1487, latest edition. Alternate products proposed must have written IPEMA Certification for every component to be considered compliant with ASTM. B. Provide Certificate of manufacturer's product liability insurance for a minimum of $10 million coverage. C. Provide copy of manufacturer's standard warranty. D. Provide plan view of play structure (with safety zones shown), and individual component specifications. 3. INSTALLATION: Soft Surface Material. A. Provide and install approximately 30% additional material to allow for compaction: depth after 30 day compaction period shall be 12" minimum. P B. Install (1) layer of polyester geotextile beneath wood fiber surfacing. Overlapping C. Provide and install (1) rubber wear mat, (minimum size 1 '/" thick by 36" square) udnderat least 4 each swing seat or slide exit, installed on top of geotextile. D. Install safety surfacing system in accordance with manufacturer's standard installation instructions. E. Installer to provide installation instructions, maintenance instructions, and warrantee information to owner. or owner's representative for permanent record keeping. Play Equipment. A. Install equipment according to manufacturers printed installation instructions and specifications. All concrete footings are to be below Soft Surface Material. If equipment is over a concrete vault, coordinate with Owner. General Contractor, and Vault Lid designer regarding bolt connections to vault lid. Coordinate with vault designer regarding possibility that void areas in vault lid planks under bolts might need to be filled with concrete to provide property depth for bolts. B. Upright posts are to be installed plumb with decks. Decks and accessories to be level. All hardware is to be ti and secure. ht g C. Installation shall be performed by a contractor with at least 3 years experience installing playground equipment, and shall be certified by Equipment Manufacturer to install specified playground equipment. D. Installer shall provide Owner with all installation instructions, parts lists, maintenance instructions, and installation tools, upon completion. Also provide a U.S_ Consumer Product Safety Commission's (CPSC) Public Playground Safety Handbook and copies of all ASTM references. 4. MAINTENANCE: A. Owner and all "future operators ", i.e. Home Owner's Association are responsible for all necessary maintenance. Owner is responsible for informing all future operators of this responsibility. Owner is also responsible for providing all documentation, Handbooks, and ASTM reference materials to "future operators ". B. Equipment and surfacing will need continuing maintenance to provide necessary level of safety. A maintenance schedule shall be based on the manufacture's recommendations and the intensity of the use of the play area. At a minimum the play area shall be inspected and maintained quarterly. C. Maintenance shall comply with a U.S. Consumer Product Safety Commission's (CPSC) Public Playground Safe Handbook and ASTM F1487. Safety D. Maintenance shall include, but is not limited to the following- 1 - Add soft surface material to maintain fall safety compliance and replace when necessary. 2. Inspect and repair equipment, including tightening bolts, replace damaged or missing pieces. lubricating movin parts, and maintain surfacing of all equipment. Replace equipment at the end of its life span. g 3. Remove from play equipment and from soft surface material any items that would pose a hazard. 4. Keep a log of all installation, inspection, maintenance and repair operations_ R- 372360 t "x4" POST WITH 45' TOP CHAMFER, " DAW AND 2 SAW CUTS SURROUNDS, i' O.C., MAXIMUM EQUAL SPACING 2) 2'x6" TOP AND BOTTOM STRINGERS : ONTINUOUS TOP TO REMAIN LEVEL °x4" FENCE BOARDS WITH 3/4" 45' CHAMFER TOP ND BOTTOM, ALTERNATE FRONT AND BACK SIDES 1) 2'x4" MIDDLE STRINGER CONTINUOUS "x6" BOTTOM STRINGER CONTINUOUS NISH GRADE :NCE POST CONCRETE FOOTING - JMPACT SUB —GRADE 95% SOLID GOOD- NEIGHBOR WOOD FENCE DETAIL SECTION NOT TO SCALE FOR LOTS 1 AND 11 LANDSCAPE EASFMFNT VISO NS BY 11 -6-13 1 -21 -2014 5 -1 -204 I1 This landscape plan is diagralnrr�atic, all dimensions are appro'imate and must be field verified is 'IA Landscape Architocts 2012 GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 V) z w 0 of Q w m J J Q F-- W D D Z Q cn w O Z w CL Q U D Z Q J Q H Z O U C7 Z Y fl �{ STATE OF WASHINGTON REGISTERED LANDSWE ARCH(TEc-r N L WXHANM CERTIFICATE No. 513 [DATE: 6 -11 -13 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L1.3 37 of 41 SHEETS WETLAND AMC_ \ \ \\ \ WETLAND ENHANCEMENT BUFFER ADDITION/ CREATION BUFFER ENHANCEMENT 17 PAPER FILL (WETLAND-AS-BUFFER) /51 BUFFER REDUCTION/ IMPACT TEMPORARY BUFFER IMPACT STREAM STANDARD BUFFER BUFFER POST MITIGATION 0 NGPA SIGN SPILT-RAIL FENCE EXISTING 1E BEGINNING OF PROPOSED 162ND AVE. SE IMPROVEMENTS WETL) CATEG( APPROX. 7'c (FORESTED, PI AREA OF PAPE (WETLAND-AS-BL APPROX. 4 WETLAN ENHANCEMEN 960 AS-- BUF ENHANCEM 2,54 FANV Wei. WETLY CATE, APPROX. 7 (FORESTED, WETLAND AND BUFFER MITIGATION PLAN DR NORTON— L/BERTYGARDENS PORTION OF SECTION 06, TOWNSHIP 22N, RANGE 05E, W.M. R- 312361 A1111mmkift- k6 q SCALE: 1" 50' 0 50 100 �r7 arswwood c 7 �_L NOT TO SCALE F'13' rc - � -) 3 ' / 04 m 0 CD 3: '0 E c:) LO C? m Z ui Q � SE 123!*.1 Si SE 123-m St G) xd of Lfk- ICN A, is G CN z IT" c' East Q -'A-or c Cn4sr&' CD w J t'0 < �r7 arswwood c 7 �_L NOT TO SCALE F'13' rc - � -) 3 ' / 04 m 0 CD 3: '0 E c:) LO C? m Z ui Q � illlIt ""o O uj co uj Ln 0,0 -MA (on < N-. 1'-* 7- cn cn cn di � CN N UJ I ';:r uj X > 0 N N Z LO C) 0 > c: j 00 0 CO 0) Lu < cr- m a cr LLJ E CCU: cl. 0 I...- Ile 0 N r_1 Ix 0 LL Z Z LLJ Z C) 0 � < Z < 0O 0 I'll- 0 z Lu to Lu J L.L. Z U. 0 ZD Z FO F. LLI 0 � = z 0 0 � z I F- LJ M1 G) ICN 0 0 CN z LO c' it c CD w < Z m illlIt ""o O uj co uj Ln 0,0 -MA (on < N-. 1'-* 7- cn cn cn di � CN N UJ I ';:r uj X > 0 N N Z LO C) 0 > c: j 00 0 CO 0) Lu < cr- m a cr LLJ E CCU: cl. 0 I...- Ile 0 N r_1 Ix 0 LL Z Z LLJ Z C) 0 � < Z < 0O 0 I'll- 0 z Lu to Lu J L.L. Z U. 0 ZD Z FO F. LLI 0 � = z 0 0 � z I F- LJ M1 0 m Z C K ca m m G) tJ z c' c -�K Z m m > 0 m Z C K ca m m tJ c' WETLAND C AND BUFFER ENHANCEMENT DETAIL WETLAND A/B ENHANCEMENT DETAIL I BUFFER RESTORATION DETAIL 0 10 20 PLANT INSTALLATION GUIDELINES o rpac_ d topsoil Prune diseased and wate~ tho" _,ugh y. brcke-i branc•,es to ~ti ize as req d Wa-er cas r with 3 -4" of Mulch +a Planting -ole —in • twice size of raot ball sHRLIS PLANT NG DETAIL Nc Scale Plant twl-;E T ?:E PLANT'NG DETAIL c ..ca e WHIP PLANTING DETAIL No Scale APPROXIMATE 4' LONG X .5" DIAMETER WHIPS INSTALLED THROUGH PVC PIPE PIPE REMOVED OVER WH I PS AFTER I NSTALLATION� 4" - 8" QUARRY SPALLS APPROXIMATELY - 12" DEEP NATIVE SOIL PREPARED TO ENGINEERS SPECS une c seasec anc open bran-nes -atr s_ai.es oriven sec.: qty n to _—e gr)u-C ate- _•ast- with 3 -4 n ;icn _ngiazed oianUrg or surface 2 -- Ds-) • _ 2 nati.e scii vate- thorcugh y fe-tilize 2" DIAMETER PVC PIPE 2' LONG INSTALLED PRIOR TO PLACEMENT OF QUARRY SPALLS -ZWORTH - Scale 1" = 10' 0 10 20 Y, .77L i Se ^sitive Area Signs Per City of Renton Standards — Chamber Top of Post 45 Degrees I 6x6" Split Cedar Post /; To A Depth of 1" j On All Four Sides 2x6" Split Cedar Rails / ---� f ` ` 4„ 6" I� Attach Pre - Printed Metal Sign To Post �c I With Two 5/8" Dia. Galvanized C1 Carriage Bolts z Pitch Surface to Drain 1l T r Finish Elevation 1 ' , . i T Concrete Footing r co 1 , — Backfill With Native Soil 4" ( �— Compacted Gran uiar Sub -Base r—,2„- 1 Post Connection SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS Fence and sign detail provided by the City of Renton R- 312362 i� -.NW — Scale 1" =10' 0 10 20 PLANT KEY Symbol Common Name L Douglas fir :< N,Vestern Red Cedar s 1 i / Big leaf maple < Sahnonbern Osoberry IX Snowberry M Baldhip rose Black rw-inberry Red osier dogwood Pacific willow Sitka willow Ladv fern Slough sedge Pseudotsuga menzze -"i Thuja plrcata Acer ma"wphyllum Rubus spectabilrs 0em1e17;7 eerasrformss Symphoricarpos albus Rosa fymnoearpa Lonicera involucrata Cornus sericea Salix luczda SaAr sitchen sYs Athyrium fell v femina Carex obnupta N N M r m O M O N L0 O W Q Y 3 0 E c� Y M Z Q O Lo ji w J Q U O O N N O O N N N �fi O O r' N > > cD O 0 C (yj \ LK e rn -1 � (V Q N � LLJ Q Q O W J X Lo > W Q O CN CV w Z L0 ._(J)0 O 00 LL CO J m Cn <W o LD Y a cr_ 70 w c E C (1) — a- Q+-� 1 O i O i CN c� 0 LL Z � W Z p O � Q Z Q 0O V _Z W VJ Q W U. I Z U 7 0 M� p Z W W Q L.i. Z Q Z 0 Q w M2 I I i 0 M D Z Z C M M � J 'i > w :_. Z C�J � N I J• D T 0 I T M < 7 L :< Z s C < M IX M I I i 0 M D Z Z C M M � J 'i > w :_. Z C�J � N I J• D T 0 I T M < 7