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HomeMy WebLinkAboutzR-3868Set00 00 0 W Q J n I— rr O U) Q T W W 2 A PORTION OF THE NW 1/4, OF THE SE 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON LEGAL DESCRPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 4209-2154099, DATED SEPTEMBER 1 1 , 2013. PARCEL A OF BOUNDARY LINE ADJUSTMENT NUMBER L03LOO13 RECORDED JULY 23, 2004 UNDER RECORDING NUMBER 20040723900002, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL NUMBER: 1423059022 SITE ADDRESS: 13606 156TH AVE SE, RENTON, WA 98059 CALCULATED CENTER SECTION PER REC. NO. 20040723900002 & PLAT 229/034-042 i z D 0 (n N 0 "'- Tj 0 ca 0 D z 0-) N -P, Qc) W J o on 0 70 FOUND MON. IN CASE (VISITED 10/2013) CITY OF RENTON CONTROL NETWORK POINT #1852 N: 180904.0837 FEET E: 1316622.383 FEET CITY OF RENTON CONTROL NETWORK POINT #2127 N: 176262.5313 FEET E: 1316737.166 FEET FOUND MON. IN CASE (VISITED 10/2013) N ,3.30 52 W 2,5611.40, N 0 Q0 m w� r` NooI N °' o 0 0 0 oz z I 23 30' SOUTH 1/4 CORNER SECTION 14-23-5 FOUND MON. IN CASE (VISITED 1 1 /2013) MAIR SHORT PLAT RENTON, WASHINGTON LAND USE PERMIT# LUA14-000708, SHPL-A; MOD (CENTERLINE PER BLA) N 87°55 46 W (S 88° 14'38" E—BLA) 0 SITE 13606 156th AVENUE SE # 142305-9022 S 88°38'04" E 2617.72' (S 88°56'56" E 2617.72'—BLA) UTILITY PERMIT #U15005219 VICINITY MAP SE 2ND PL SITE w w Q Li w PROJECT 00 Lr, SE 137TH ST Q LOCATION = w Ln J tZ 00 Ln SE 138TH ST SE 138TH PL zfji� TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY OWNER OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. FOUND MON. IN CASE (VISITED 1 1 /2013) —",, 14 _ 13 23 � 24 IMPERVIOUS AREAS: EXISTING = 11,340 SQUARE FEET DEVELOPED = 10,435 SQUARE FEET SITE AREA = 26,857 SQUARE FEET DISTURBANCE AREA = 12,000 SQUARE FEET VERTICAL DATUM: NAVD 1988 CITY OF RENTON CONTROL POINT #2103 UTILITIES: CONDITIONS OF APPROVAL THE MAIR SHORT PLAT, FILE NO. LUA14-000708; SHPL—A, MOD IS APPROVED WITH CONDITIONS AS LISTED BELOW. THE MAIR SHORT PLAT MODIFICATION REQUEST FOR SE 2nd PLACE IS APPROVED IN PART AND DENIED IN PART. THE MAIR SHORT PLAT r IS SUBJECT TO THE FOLLOWING CONDITIONS: LO 1. THE APPLICANT SHALL DEMOLISH AND/OR REMOVE ALL EXISTING STRUCTURES, O O INCLUDING THE REAR YARD SHED ROOF PROPOSED FOR REMOVAL PRIOR TO FINAL SHORT LO PLAT RECORDING. EVIDENCE OF THE REMOVAL OF THE SHED ROOF THAT CREATES A NON —CONFORMING REAR YARD SETBACK FOR LOT 1 SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR THE OFFICAL FILE. A DEMOLITION PERMIT SHALL BE OBTAINED AND FINAL INSPECTION PERFORMED FOR THOSE STRUCTURES PRIOR TO SHORT PLAT RECORDING. 2. A REVISED DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AND APPROVED PRIOR TO CONSTRUCTION PERMIT ISSUANCE, TO BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER SHOWING THE FOLLOWING: a. ANY EXISTING OR PROPOSED FENCE ON THE TWO PROPERTIES, WHERE THE FENCE SHALL NOT EXCEED THE MAXIMUM HEIGHT ALLOWANCES, AND THE PLAN PROVIDES THE HEIGHT, TYPE OF FENCE AND MATERIAL; b. MAPLES zAND CHERRY TREE SPECIES ARE NOT ALLOWED UNLESS APPROVED BY THE CITY ARBORIST FOR RIGHT—OF—WAY PLANTING STRIP TREES; c. TEN FEET LANDSCAPE AREA IN THE FRONT YARD A STREET FOR LOT 1 THAT HAVE THE REQUIED MIX OF SHRUBS, TREES, AND GROUNDCOVER; AND d. THE EXISTING AND PROPOSED EVENDELL MONUMENT SIGN AND PLANTING LOCATION. 00 3. THE APPLICANT SHALL BE REQUIRED TO RELOCATE THE MONUMENT SIGN FOR EVENDELL O THAT CURRENTLY EXISTS IN THE SE 2nd PLACE FRONTAGE TO A NEARBY LOCATION AS rl-_ APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO FINAL SHORT PLAT 0 RECORDING. C) O 4. THE APPLICANT SHALL PROVIDE A 35—FOOT CURB RETURN RADIUS AT THE SOUTHEAST CORNER OF THE STREET INTERSECTION AT SE 2nd PLACE AND 156th AVENUE SE. r Q 5. THE APPLICANT SHALL IDENTIFY THE NEAREST BUS STOPS FOR EACH OF THE SCHOOLS THAT FUTURE STUDENTS WOULD ATTEND, AND PROVIDE A SCHOOL BUS STOP PLAN WITH J SAFE WALKING ROUTES TO BETWEEN THE STOPS AND THE SUBJECT PARCELS, TO BE PROVIDED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL PROVIDE THE WATER SERFICE AVAILABILITY CERTIFICATE AND APPROVED WATER PLAN AS PART OF CONSTRUCTION PERMIT APPLICATION. CONTACT INFORMATION OWNER: ANDREW MICHAEL CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE: 206-714-6707 EMAIL: bob@belmonthomeswa.com WATER: KC WATER DISTRICT #90 SEWER: CITY OF RENTON POWER: PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: QWEST CABLE: COMCAST FIRE: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT BROKEN AND MUTILATED FLAT BRASS DISC OF UNKNOWN ORIGINAL DIAMETER WITH NO VISIBLE MARKINGS OR STAMPINGS FLUSH WITH THE EXISTING CONCRETE PAVING AT THE CONSTRUCTED INTERSECTION OF SE 128TH STREET & 156TH AVENUE SE ELEVATION = 547.942 FEET 1) * DENOTES ELEVATION FROM STORM ASBUILTS RECEIVED FROM CITY OF RENTON ON PLAN ENTITLED "EVENDELL, ROAD & STORM DRAINAGE PLAN" PREPARED BY CORE DESIGN WITH A LAST REVISION DATE OF 03-13-06. DUE TO TRAFFIC ON 156TH AVE SE WE ARE UNABLE TO ACCESS THE STRUCTURES TO GET INVERT ELEVATIONS. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �'y�OF WASyo�'�,�t> °°P�� N�To°°N Ate'' — �o°�p�, 2�aso Oo� �Fss ONAL����\ 02/21 /2018 4 AS —BUILT DLO 02/21/18 3 REVISED PER CITY COMMENTS DLO 6/28/17 2 REVISED PER CLIENT DLO 8/16/16 1 REVISED PER CITY COMMENTS DLO 8/18/15 NO. REVISION BY DATE ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE: 425-260-3412 EMAIL: darrell.offe@comcast.net SURVEYOR: HANSEN SURVEYING ATTN: RODENY HANSEN, PLS 17701 108TH AVENUE SE, PMB 208 RENTON, WASHINGTON 98055 OFFICE: 425-235-8440 hansensurvey©comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 LAYOUT/COMPOSITE UTILITY PLAN 3 EROSION CONTROL/TREE RETENTION PLAN 4 ROAD WIDENING/GRADING PLAN & PROFILE 5 DETAILS & NOTES 6 STORM BMP'S & DETAILS 7 LANDSCAPE PLAN 8 TOPOGRAPHIC SURVEY CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION REORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LLC ON JANUARY 25, 2018. THE ON —SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. SURVEYED: SCALE: HANSEN SURVEYING VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: D.L. OFFE, P.E. ; RENTONDRAWN: • ONE INCH DATU M vul CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH AP P R APPROVED: SCALE ACCORDINGLY RECORD DRAWINGS R-386801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAIR SHORT PLAT ANDREW MICHAEL CONSTRUCTION, LLC COVER SHEET 13606 156th AVENUE SE i 7 DATE: O 02/21/2018 T FIELDBOOK: '+)^ PAGE: V DRAWING NO: SHEET: 1 OF: 8 U 100 100 I 1 W I— J n I- rr O 2 Q 75 W W VJ —EX. SEWER MAIN — — PROPERTY LINE _SPOOL (LENGTH AS NEEDED) ' I o 3'-0" 6" SEWER STUBE � FLTURE 4" SIDE SEWER 2"■ 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE I 5" CAP WHITE WITH THE WORD "SEWER" STENCILED I IN 3" HIGH BLACK LETTERS AND #6 WIRE Z WRAPPED AROUND THE STUD AND 7 EXTENDED TO THE TCP OF THE STUD. COUPLING (TYP.) a I i 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER _ ( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), i (SEE STD. PLAN 403.1 FOR INSTALLATION) _____ FT --- _-_--_---_ -T L J , -- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB _ BEND AS J & PLUG (OR APPROVED EQUAL) RECUIRED EXISTING SANITARY _ SEWER MAIN `2 p7 MIN. SLOPE 1 \� `FUTURE 4" SIDE SEWER 1} -6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER `SEVER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT W A NEW PVC -TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS CR CORE -DRILLED WI'H A ROMAC SADDLE (OR APPROVED EQUAL;. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSI MIX /ph OJ'( �aG NCRE BOLOCK NG 7 �P� 1`' � M,\� 2% MIN SLOPE HORIZONTAL 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BE N 5' AVD 4 ' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 • PUBLIC WORKS ` DEPARTMENT INSTALLATION 4ONT (SEWER MAIN TO PROPERTY LINE) URECESSED LIFT POCKET USEDVIER 1/4" 12—I/2" 1' 2-1/4" 14" 12-3/4" I� 1 �I 12—I CAST IRON RING AND Not to Scale FRAME DR DABLE NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPRCVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2' 0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. �� " APPROVED: STD. PLAN -403.1 •�• PUBLIC WORKS 8 OR 6 CLEANOUT "` DEPARTMENT FOR SANITARY SEWER MAIN NkWn naxc u "" D OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 0 IF EXISTING SEWER STUB IS NOT PVC, THEN A NEW PVC SEWER STUB OR PVC LINING WILL BE REQUIRED, DEPENDING UPON THE CONDITIONS IDENTIFIED BY CCTV SHOULD BE PROVIDED INSTALL NEW 1" WATER SERVICE, WD#90 INSTALL NEW 6" SEWER SERVICE PER DETAIL LEFT —�- EX. 12" WM EX. S.S. MAIN EX. SEWER SERVIC — — FOR LOT 1 SE 2nd PLACE Cn 2'x29' CRUSHED EX. WATER SERVICE I AO ROCK STRIP W/14.5' FOR LOT 1 VEGETATED FLOW PATH D I c FT1 C fTl C J F7 150' A I Cn Cn I 1 1 1 1 1 1 � 1 � \ 1CD 30' to � 1 1 o 1 1 0 1 1 rrl m 1 o 1 o ' 1 � 1 r 1 1 1 1 1 1 0 ' - Mai Flow Control BMPs Evaluation Table 2009 KCSWDM App C Description Area for Allowable BMPs A Imp. A (SF) C.1.3 Flow Control BMPs Lot Area (SF) (SF) (55%) C.1.3.1 Small Lot BMPs A <22,000SF Para 3. BMPs for 10% of A A<11,000SF 2 10647 1065 5856 BMPs for 20% of A A>11,000 SF 1 15263 3053 8395 Prop. Total BMP Roof A Trench Credit BMP Rate (SF) Length (FT) Provided (SF) Basic Dispersion C.2.4.4 Gravel Filled Trench 700SF/10'Trench 1 2463 35.2 2463 Basic Dispersion Gravel Filled Trench 2* 2362 17.2 1200 Driveway stri p Veg. strip width (FT) Basic Dispersion Sheet Flow 10' of veg (Crushed Rock Strip at strip/20' of Imp. C.2.4.5 Driveway edge) Surface width 1 29 14.5 847 Total Mitigated A 1 3310 * Y2 of Roof A to Gravel Trench 2 1200 WASNO��� 5 4 27460�STE O 1 �Fss ONAL��'��\ 02/21/2018 NO. AS —BUILT REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CLIENT REVISED PER CITY COMMENTS CD cn co n D DRAINAGE EASEMENT i 173.38' 14.5' I I SHEET FLOW 814 S.F. z O o N W o °' uT m SIDE SEWER PERMIT REQUIRED WITH EACH SINGLE FAMILY BUILDING PERMIT Y 80.03'�/M� rr1 (� O � II D JG _P_ . N (nl 0 Cn o, O,•r----- ....... ...... �......... .. 10' 12.5' -�r nF DISPERSION TRENCH EGETATED FLOW PATH ATE 2463 SF OF ROOF 0 A .J _ �7-9 70% MIN SD " N I I 199.07' EX. TREE TO BE ,SAVED AND PROTECTED VC) �1 �vc) NO DURING CONSTRUCTION 0 NOTE: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN A SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCE AROUND THE DRIP LINE OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING - PROTECTED TREES", OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR PROTECTED TREES. STORM PIPE PVC SHALL BE SDR-35 PVC AT SLOPE=2.00% MINIMUM (TYPICAL) UNLESS OTHERWISE STATED. DLO 02/21 / 18 SURVEYED: DLO 8/10/17 HANSEN SURVEYING DESIGNED: DLO 6/28/ 17 D.L. OFFE, P.E. DLO 8/16/16 DRAWN: DLO 8/18/15 CHECKED: BY DATE AP P R APPROVED 7.5' ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. 0 NOTES: OA TO BE INSTALLED AS PART OF INDIVIDUAL BUILDING PERMIT OB 10' PERFORATED PIPE CONNECTION PER CITY STD. FIGURE C.2.11.A TO BE INSTALLED AS PART OF INDIVIDUAL BUILDING PERMIT � 4" PVC SD ©S= (TYPICAL) w I� I� "E) INV=4bb..55(1 2"S) RIM=475.59 INV=465.69(12"N) INV=465.59(12"W) 17.2 OF DISPERSION TRENCH O W/25' VEGETATED FLOW PATH TO MITIGATE 1200 SF OF ROOF LOT ADDRESSES: LOT 1 156xx SE 2nd PLACE LOT 2 156xx SE 2nd PLACE 0 NET NEW IMPERVIOUS AREA CREATED BY PROJECT = 7,952 SQ. FEET GRAPHIC SCALE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION REORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LLC ON JANUARY 25, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. SCALE: VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 CITY OF RENTON ["OR ONE INCH V49DATU M • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 10 20 40 I inch = 20 feet RECORD DRAWINGS R-386802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAIR SHORT PLAT ANDREW MICHAEL CONSTRUCTION, LLC LAYOUT/COMPOSITE UTILITY PLAN 13606 156th AVENUE SE DATE: 02/21/2018 TO FIELDBOOK: r+ PAGE: V )n DRAWING NO: Er SHEET: 2 OF: Q U EROSION CONTROL NOTES CO 1. THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE (0 WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: C0 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A O PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, qqt PUBLIC WORKS DESIGN ENGINEER. Q 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING Ll.l Lu IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS Q CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR J FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION O AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME = THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE Q INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECIEVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE Co IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL W CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS W OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. = 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE (/) WATER DESIGN MANUAL. 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST - MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. STURCTURAL NOTES 1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC). EROSION CONTROL NOTES: (A) THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PREVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM STENT FEASIBLE. (B) ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. (C) THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE -CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 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. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL TREE PROTECTION FENCING 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 8. CONSTRUCT SEDIMENT PONDS AND TRAPS, IF REQUIRED 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PORJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURE'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 13. 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. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE. SILT FENCING TO BE INSTALLED ON ALL DOWNSLOPES DUST CONTROL MEASURES WILL BE APPLICABLE. NOTE: 1. REFER TO LANDSCAPE DWGS FOR SPECIFIC TREES TO BE FENCED. II ( INSTALL TREE 1-7/8" STRUCTURAL PRESERVATION WEIGHT STEEL POST FENCE 5' FROM SET 2' BELOW GRADE DRIP LINE WITH 11 GAUGE GALVANIZED CHAINLINK uJ MESH. SET POSTS 10' / ? I O,C, MAX. G_ D_ 0 SIGNIFICANT EXISTING TREE 5' 6'-0" TYP. TO BE SAVED MARK TREES TO BE SAVED WITH FLAGGING TYPICAL EXISTING TREE PROTECTION - N.T.& WASyo61. �'�',Cn a > - 4 2-: 2 p 27460 0 o�FSS 0NAL��'��\ FN10' 02/21/2018 2'-0" TYP. AS -BUILT REVISED PER CITY COMMENTS REVISED PER CLIENT REVISED PER CITY COMMENTS GNI sLVA6N MII SDMH RIM=473.32 (UNABLE TO OPEN) SDMH RIM=470.70 AyQ INV=466.45(12"N) INV=461.82 12"S) SDMH RIM=470.42 (UNABLE TO OPEN) L, 47� \ CALCULATED CENTER SECTION y� PER REC. NO. 20040723900002 & PLAT 229/034-042 SSMH RIM=470.84 INV=461.62(E,SW) (CENTER CHANNEL) SD C/O RIM=469.47 CB RIM=468.85 INV=467.04(12"NE) Tr6, e APPROXIMATE LOCATION OF STORM VAULT SDMH VAULT ACCESS RIM=464.16 A� A SDMH VAULT ACCESS RIM=462.97 APPROXIMATE LOCATION OF STORM VAULT Irk,, BOTTOM VAULT=452.6+/- LL oLd 0 '- SDMH w VAULT ACCESS RIM=459.93 A6, 0 EXISTING DRIVEWAY TO BE USED AS TEMP. CONSTRUCTION ENTRY SDMH RIM=459.06 INV=455.1 1(12"N)* INV=455.1 1 12"SE)* INV=455.1 1 12"S)* O CBSLL RIM=457.37 A INV=455.23 12"E) INV=455.23�12"N) Q c� N JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. POST SPACING MAY BE INCREASER TO W IF WIRE BACKING 15 USED CB RIM=472.75 INV=468.31(12"N) SDMH INV=468.21 12"S) VAULT ACCESS RIM=469.55 CB SD C/O RIM=470.51 CBSLL RIM=469.53 INV=468.72(4"N) RIM=470.56 CB INV=467.85(12"SE) 479.21 INV=466.99 12"SW� NIM V=476.30(12"N) INV=466.9112"W) INV=476.27 12 E G �_ ✓i BOW 0 • CB SSMH RIM=483.30 RIM=479.20 INV=471.9(E,S,W) INV=476.54(12"S) (CENTER CHANNEL) REMOVE EXISTING STRUCTURES Y,�/�197J ;I KEYSTONE RET. WALL __,iSTING HOUSE °N° - 0 :ET. WALL 475.0+ - ' 13E 0 o SH \ o z Is 12"CPEP j �KEYSTON REMOVE EXISTING RET. WAL STRUCTURES 4 H GAZEBO ONLINE REMOVE S7 5' CHAIN x LINK FENCE REMOVE AC DRIVEWAY EXISTI GARAGE A I A FF=468.7+/- 4' WOOD PVC I AQ' m E� FENCE 7 12" CPEP 1 I I As8--- --- - -- - --- --- ® 88°00'38" E 199.0 - (S 88`19'30" E-BLA) m - AC DRIVEWAY TO BE REMOVED INSTALL FILTER SOCK \7 O 016, �01 5' BARBED 2S2' BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL 2'X4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE AVAILABLE ON SITE. STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE 3010051EVE SIZE (0.60.015MM)FOR SILT FILM A05 (ASTM D4751) SO10051EVE SIZE 030Q15NT4 FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491 0.025EC^1 MINIMUM 180USS.MIN. FOR EMRASTRENGHFABRIC GRAB TENSILE STRENCHT(ASTM D4632) IW W5. MIN. FOR STANDARD 5TRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632'30%MAX. ULTRAVIOLATE RESISTANCE ASTM D4355 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 211V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLELTO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT p MARCH 2O08 SURVEYED: HANSEN SURVEYING SCALE: DLO 02/21/18 DESIGNED: D.L. OFFE, P.E. DLO 6/28/17 DLO 8/16/16 DR4WN` ONE INCH DLO 8/ 1 8/ 1 5 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE i APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M }(9 1 �� ra CBS INSTALL TREE PROTECTION FENCING (TYPICAL) CB RIM=481.35 INV=479.27 4" 5) INV=478.32 12"E) CROSS SECTIONS SEE SHEET 2 TYPICAL "`e0 \--",-6' WOOD FENCE FND IRC #38408 0.56' N & 0.38' E WET SEASON EROSION CONTROL MEASURES ARE APPLICABLE IN WET SEASON (OCT. 1st - APRIL 30th). SEE NOTES ON SHEET 3 NO SITE RUNOFF SHOULD GO TO ADJACENT PROPERTIES DURING CONSTRUCTION AND AFTER CONSTRUCTION DIRT QUANTITIES CUT EXCAVATION) 260 CU. YDS. FILL BACKFILL) 260 CU. YDS. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION REORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LLC ON JANUARY 25, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 15 30 60 inch = 30 feet RECORD DRAWINGS R-386803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAIR SHORT PLAT ANDREW MICHAEL CONSTRUCTION, LLC EROSION CONTROL/TREE RETENTION PLAN 13606 156th AVENUE SE Ln 0 O L0 DATE: O 02/21/2018 T FIELDBOOK: '+^ PAGE: V J DRAWING NO: SHEET: OF: 3 8 CIO CIO C17 1 1 W z J In rr O 2 0 CQ G Iq W W U w Q z Ld LOCATED; A SEPARATE SIDE SEWER PERMIT A3 NOTE: ALL CHANNELIZATION MARKINGS PER CITY WILL BE REQUIRED FOR LOT 1 INSTALL ARROW PER COR STD. PLAN #H008 STANADRD PLAN #HO02, SEE THIS SHEET. SDMH CB 0 LOCATE WITHIN TURN POCKET PER STD. EX. CURB LINE RIM=473.32 [INV=468.2 RIM=472.75 INV=468. 1(12""N) PLAN #H002 -SDMH (UNABLE TO OPENS 12"S) VAULT A(_(_ESS SDMH I 22' RIM=469.55 ASTA. 10+59.20 S RIM_ 47C INV-4 INSTALL ARROW PE C S D. HO LOCATE WITHIN R POCK ER D. Cg RIM=470.51 3Q RI C/0 RIM=469.5 TUR�POL�KE��LrENGTH STOP BAR PER COR STD. PLAN #H008 PLAN HO 2 # INV=468.72 4"N TO BE 84' CB ` SDMH INV=467.85(12"S .�6 RIM=479.21 I NV=46 69(12"NW) RIM=470.42 INV=4 6.91 12 SW INV-- 476.30(12" ) (UNABLE TO OPEN) G INV- 66.91 12"W) INV=476.27(12" ) STA. 0+00, 156th AVENUE SE G 47� STA. 10+00, SE 2nd PLACE ONC C B & GUTTER NEW SIDE SEWER CALCULATED ELEV.=468.33 NEW WATER SERVICE TIE TO EXISTING PAVEMENT MARKINGS CB SSMH RIM=483.30 RIM=479.20 INV=471 .9(E,S,W) INV=476.54(12"S) (CENTER CHANNEL) CALCULATED CENTER SECTION _ CENTERLINE 16' DRIVE\ PER REC. N0. 20040723900002 2" DI CN SE 2nd PLACE PER STD. DWG. #104.1 8c PLAT 229/034-042 p 1 _ STA. 12+11.10 1 0 - - -, _ 12+00 S S M H _ + d- RIM=470.84 I I ��= 131' -1 -� CONC. CURB - S INV=461.62(E,SW) =3 •0' II & GUTTER �' °Ole DI J- STA. 0+43.89 23.0 (CENTER CHANNEL) ) ANGLE POINT IN CURB AND GUTTER r ` ` Q _ c . FL=466.46 SD C/0 �8 - 4" GAS N 87°5 '4 'i W S 88° 14' 8"E-BLA) RIM=469.47 � ;�� � - ( I �. 87.85 EXISTING STORM VAULT GRATES K �� GND=470.78 ` 173.3 80.03' -- WERE LEFT AT EXISTING ELEVATION, TOW=471.00 18' m C/) AND WERE NOT RAISED PER A FIELD INV-467.04 i GND=468.73 CENTERLINE 16' DRIVEWAY D 18 ASPHALT REVISION. / TOW=470.00 PER STD. DWG. # 104.1 APPROXIMATE LOCATION \ v' SEWER O DRIVEWAY STA. 11 +37.07 UB LOCATION O �+„ Q OF STORM VAULT I �. 1 \ O _j VAULT ACCESS RIM=464.16 RAISF ArrF�'� MANHOLE LID TO FINAL GRADE SDMH VAULT ACCESS RIM=462.97 APPROXIMATE LOCATION STA. 0+84.81 23' LT. OF STORM VA ANGLE POINT IN CURB AND GUTTE =452.E+/- STA. 1 +34.00, 25' LT. ANGLE POINT IN CURB AND GUTTER SDMH ACONNECT 8" D.I. PIPE TO VAULT ACCESS CMP STORM PIPE RI = W/8" FLANGExMJ CONNECTION IE-450.18 12"( ) IE=455.08, 8"(S) ' 0 21.29LF., 8" D.I. @S=2.8% (PUBLIC) 0 AS -BUILT PUBLIC CB 1, TYPE 1 RIM=458.51 RIM=459.06 IE=455.76, 8" SE) INV=455.1 1 12"N)* IE=455.66, 8" N) INV=455.1 1 �12"SE)* INI\i=455.1 1(12"S)* STA. 1 +66.67, 22' LT. LINU k UMn, l2U I I LrC HINU JIUtVV/ALr\ ❑ =457.74 SEE ENLARGEMENT LEFT FOR TEMP. RAMP TO ASPHALT RIM=457.37 /=455.23 12"E) /=455.23 12"N) SDMH VAULT ACCESS RIM=455.65 IE=443.90, 8' TEMP. ADA COMPLIANT ASPHALT RAMP 011 GND=466.78 CENTER FLOWLINE CURVE TOW=469.00 STA. 0+54.32, 56.35' LT.=35. 5 1 , GND=464.78 LR=44. 37' ` ' TOW=467.80 ' TREE TO BE NEW KEYSTONE BLOCK WALL RETAINED (SAVED) Q Q I 1 E, 1 1 1 . 1 1 1 1 ` TOW=465.20 Ln 0 1 1 Ln 4" WALL DRAIN w� ` @S=1.00% (MIN.) - CD o w `n ao ' % : YARD DRAIN TYPE 40 0 GND=460.40 AS -BUILT LOCATION 1 w •' N -J W m m I 03co Ln W 00 -4- Ln N - 00 0 0 z 0 Ln z 1 TOW=463.00 GRATE=471.36 6" STUB ' IE=468.61, 6"(E) IE=470.02, 6" IE=468.26, 6"(W) ' GND=458.82 _ ----- ' TOW=462.00 ____----- `'� PVC @S=9 TREE TO BE 8 PVC pFZNATE (SATED) RETAINED;PEP 1O _----_ 1 12.93' 23"C S 88°00'38" E 199.07' �L - (S 88° 19'30" E-BLA 12" TOW=4 2.00 ) S CP p C IC/5 SEPARATE BUILDING PERMIT REVIEW IS REQUIRED IF WALL HEIGHT IS GREATER THAN 48". HEIGHT OF WALL MEASURED FROM BOTTOM OF BASE ROCK TO THE TOP OF THE CAP ROCK S A ° 12"CPEP CB RIM=481.35 INV=479.27(4"S) �12"CPEP INV=478.32(12"E) APPROACH LNE t=t=t=t®!t8 IS" 24'iii 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS rOR A 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE t iEll i 15' 9' � -1 3'� 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) LANE LINE 4" 9' 15' 3'fF 4" T WHITE TYPE I LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) CHANNELIZATION MAKERS DETAIL �SY p ADOPTED V� CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DA_E I REVISION BY PPR'D DWG. NAME: H002 SP PAGE: H002 Tank Number Rect. Notch (width) Rect. Notch (height) Orifice 1 diameter Orifice 1 height Orifice 2 diameter Orifice 2 height #2 original 0.08 0.1 0.83" 0.5' 0.5" 4.22' #1 original 0.08 0.4 0.84" 0.5' 0. 6" 5.3' #2 current 0 0 0.83" 0.5' CLOSED 4.22' #1 current 0 0 1.3" 0.5' 1.13" 5.3' M 15'X22' EXISTING PUBLIC STORM EASEMENT (EXISTING) \AS-BUILT ��� � A 3' ACCESS GATE SHALL BE PROVIDED BY THE % (PRIVATE) CB DEVELOPER BETWEEN THE STORM DRAIN EASEMENTS °� RIM=475.59 (REC. NO. 200507070000727 AND REC. NO. 200507070000728) RIM=462.04 LL w INV=465.69 12"N) AND ANY FUTURE FENCING ALONG THE SOUTH PROPERTY LINE OF LOT 2. IE=457.11, 6" E) z z - 36.10 NEW R/W INV=465.59 12"W) „ IE=457.79, 4 N) w 30' EX. R/W 6.10' IE=457.04, 8 NW) w INSTALL 12" PIPE W IN z z I LLJ BACK OF SIDEWALK @ 36 R/W DEED ON RECORDDRAWINGGRAPHIC SCALE SLEEVE UNDER WALL 0 U 23'-25' MIN. 12" RUCTIONRDDRAWING IS A COPY OF A CAD FILE PREPARED SEPARATION THIS CONSTRUCTION EORDDI 20. 6LF.. 8" D.I.@S=6.20%A 1 , 19 BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED 0 10 20 40 INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD PAVEMENT RESTORATION ON THE STREET SHALL BE PER CITY OF RENTON STANDARD TRENCH RESTORATION AND PAVEMENT OVERLAY STANDARDS. HALF STREET GRIND AND OVERLAY OF THE STREET MAY BE REQUIRED BASED ON THE FIELD CONDITIONS AND SHALL BE FIELD SPECIFIED BY THE INSPECTOR. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. WASNO�'�',� 5 4 ° 2 �O 27460 O 1 �Fss ONAL��'��\ 02/21/2018 N0. C3� T LO 0 LO 00 O O O 1 Q J SAW CUT 2% KEYSTONE BLOCK VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LB, ON JANUARY 25, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE - - - - - 2% - WALL MAX. HEIGHT 4 WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED - - - 4" WALL DRAIN 20 PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. I inch = feet 4" MIN. CLASS "B" ASPHALTIC CONCRETE SIDEWALKBETE RECORD DRAWINGS R-386804 PAVEMENT- 2-2" LIFTS REQUIRED 8' LANDSCAPE IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6" MIN. CRUSHED SURFACING TOP COURSE STRIP CRUSHED SURFACING BASE COURSE TO BE 0.5' VERTICAL CURB DETERMINED BY GEOTECH BASED UPON 156th AVENUE SE Q AS -BUILT REVISED PER FIELD CONDITIONS REVISED PER CITY COMMENTS REVISED PER CLIENT REVISED PER CITY COMMENTS (PUBLIC) N.T.S. DLO 02/21 / 18 SURVEYED: HANSEN SURVEYING SCALE: SCALE VERTICAL; NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M • CITY OF V- RENTON VZOOF Planning/Building/Public Works Dept. DLO 10/16/17 DESIGNED: D.L. OFFE, P.E. DLO 6/28/17 DLO 8/16/16 DRAWN: ONE INCH DLO 8/ 1 8/ 1 5 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR I APPROVED: MAIR SHORT PLAT ANDREW MICHAEL CONSTRUCTION, LLC ROAD WIDENING/GRADING PLAN 13606 156th AVENUE SE J 0- F_ DATE: cc Fl02e/K 1 /2018 O PAGE: V ) DRAWING NO: Er 2 SHEET: 4 OF: 8 U co co i 0 LU Q n I- rr O U) Q LO LU LU Q z L, STORM WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS OF 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTANED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF 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. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACK LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2"x4,' STAKE MARKED "STORM" OD "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). 22 F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT/HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPCITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABLILTY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 1 P :.0- I'-0' ISEE CONTRACT) FOU DING 20% 1 In-RN)R (T YP.) I _ tsx CURB NOT INCLUDED IN BID ITEM - SEE RAISED EDGE 31$'(INI PRELIOLCED S•� SIDEWALK DETAIL - THIS SHEET JOINT FILLER ALL CUT MIN. SLOPES (SEE CONTRACT 12- ON] R. (TYP.) WITH RAISED EDGE UReNOTINCLUDEDINBIDITEM - YT{ia ` AH 319' (INK PREMOLDEO JOINT FILLER FINISHED GRADE I- (INK BELOW TOP OF CONCRETE SURFA:E SIDEWALK ADJACENTTOCURB 1, . MN (SEE CONTRACT) BRIDGE OR PEDESTRIAN RAILIN( BARRIER - SEE CONTRACTPLANS An VERTICAI. WALL - SE: DETAIL --0 nax ROU DING t2' err) N. ��) CURB NOT INCLUDED IN BID ITEM - �I I m PREMOIDED WALL OR BARTER JOINT FLLER ADJACENT TO CURB (STEEP FILL SLOPES) WALL OR BARRIER , INCLUDED IN SID ITEM - ;;2_ t2 (I )R. ADJACENT TO CURB AND RAILING OR WALLS 3ro' ON) PREMOLDED JOINT FILLER SIDEWALK( I BJFFER STRIP (SEE CONTRACT)L(SEETE 10) R. SIDEWALK ADJACENT TO WALL DETAIL ,sxURB NOT INCLUDED IN BID IrEM- a' SvS Ss' I LEVEL �I 12- �'�' s1 12-pM R. -jl FINISHED GRADE 1- IN) BELOW TOPOF CONCRETE , SURFACE FOR PUNTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP 1" E11N) • ! ►•• BROOAIEDFIRISH 4- WIDE. SMOOTH ,K d J•.d' TROWELED PERIMETER RAISED EDGE DETAIL IZ EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE CEMENT(CURB AND DGUTTER SHOW I CURB NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. Paved surfaces must comply Wjth STD PLAN 102.1 as applicable. 3ro' 2 1ro'TO 1?4' X CONTRACTION JOINT 3 W. SIDE WALK ONLY EWANSION JOINT IN BOTH • •► , •" ► . �?. 'rO'� ► .� • AO •: CURB ANDSIDEWALK(SEE SID PLAN 10111 JOINT AND FINISH PREMOLDED DETAIL JOINT FILLER :DE EXPANSION JOINT j CONTRACTION JOINT PUBLIC WORKS I CEMENT CONCRETE DEPARTMENT SIDEWALK Gregg Zimmerman, Public Works Administrator OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE:425-260-3412 CONTACT: DARRELL OFFE, P.E. �'y1`pi WASyo�'�'C�' °DP�� N�To°°N Ate'' - �o°�p�, 2�aso Oo� �Fss ONAL�\ 02/21 /2018 4 AS -BUILT DLO 02/21/18 3 REVISED PER CITY COMMENTS DLO 6/28/17 2 REVISED PER CLIENT DLO 8/16/16 1 REVISED PER CITY COMMENTS DLO 8/18/15 N0. REVISION BY DATE O 0 7 F7 R=3'-3" AlliC in R=2'-3" e 1'-0" 1'-0 "--I I•-- WHI TE TURN MARKINGS 10'-0" WHITE 12" TO 24" STOP LINE WHITE 4 •• EDGE OF ROAD LINE 6" TO 8" 45 TRAFFIC FLOW '�,/VVHITE OR YELLOW " s To a" ISLAND W/CROSSHATCHING 9'- 0" 15'-0" 91- 0" 3: 5 RATIO 4" WHITE LANE LINES 50, VAR. 15, 15' 20' 1 15' 4 RAILROAD CROSSING MARKING FACE OF CURB 5 6 1!2" 5 112" 1" 112" R T" R 1:24 ��• TOP OF 112• R. _ ROADWAY • D • 4 1.-e. CEMENT CONCRETE TRAFFIC CURB AND GUTTER J% FACE OF ADJACENT CURB ^6112" FLUSH WITH GUTTER - PAN AT SIDEWALK RAMP ENTRANCE 1:12 �- 1:24 - / TOP OF - 112"R. ROADWAY I^ 1 •6° DEPRESSED CURB SECTION AT SIDEWALK RAMPS 6• CEMENTCONCRETE 112- R. 1- R. SIDEWALK RAMP VARIES I I / OR LANDING FROM �- 6-TOO D 318" PREMOLOED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALH RAMPS AND LANDINGS FACE OF ADJACENT CJRB , fi 112" SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 112' R. / ROADWAY ° D D D DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACEN- CURB \ GUTTER SURFACE FACE OF CURB _s1n" 5 112" i 1- U2-R --•I VR. T I v D A- 1"R.- B ` 11 ' V4" I 1 R D . D CEMENT CONCRETE '• ' ' . , TRAFFIC CURB • D p D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS TOP OF ROADWAY GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Not used. 3. For Depressec Monolithic Driveway Curb 8 Gutter Section, see Standard Pier 104.2 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS aPR 'ED S Al 1 C �OS ' A Gre6 Zimmerman. Public Works Adminbtrab CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION REORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LLC ON JANUARY 25, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. SURVEYED: SCALE: HVERTICAL: NAVD 1988 ANSEN SURVEYING HORIZONTAL: NAD 1983/1991 CITY 0 F DESIGNED: D.L. OFFE, P.E. DRAWN: RENTON • ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH AP P R APPROVED: SCALE ACCORDINGLY r Pavement Marking Details O� ADOPTED U1A CITY OF RENTON UR+STANDARD PLANS LIST DATE:1-Aug-90 DWG NAME: ER-08 SP PAGE: H008 R-394405 RECORD DRAWINGS IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAIR SHORT PLAT ANDREW MICHAEL CONSTRUCTION, LLC DETAILS AND NOTES 13606 156th AVENUE SE i 7 DATE: O 02/21/2018 T FIELDBOOK:+^ PAGE: V ) DRAWING NODRAWING NO: SHEET: 5 OF: 8 U r 44 13932 SOUTHEAST 159TH PLACE RENTON, WASHTNGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, RE, A CURB RAMP MOTH 4'- 0" MIR LANDING TO MATCH A NOTES 0 CtIRB RAMP ftDrH - SEE GONTRACT PLANS CURB RAMP WDTH 4i'- 0"MIN. 1, Provide to Separate Curb Romp for each nvidtad or unmarked crosswalk. 9LANDING 70 MATCH CURB RAMP 9 I WIDTH - SEEGONTRACT PLANS Curb Ram, p location: shall be placed wimr- ft, width offtass ociaw LANDING GRADE BREAK LANDING crosswalk or as shown in the Contract Plans. GRADE BREAK 2� VA re "GCE BREAW Is called out the en&,e ienglih of the grade GRADE BREAK SEE CONTRACT PLAN$ - CURB RAMP break belmeenft two a4seent surface planes shall be ftus'K W-G"IMIM DEMENT CONCRETE SIDEWALK - SEE CONTRACT PLANS SEE NOTE 5 Do not place Gratingrs, Junction Boxes, Access Covers, or other 4ppude V - (r MIN. PROVIDE STDnanoes in front ofthe Curb Romp or an any p9tt of the Curb:Ramp or CEMENT CONCRETE TRANSITION TO SWIEVAALK - SSE NOTE 6 SIDEWALK SEE CGNTRACT PLANS - I MIN, SEE CONTRACT PLANS - Landing. 1AADTH 0YP,) 4" - IY' MIN. V - T M[hL VAX. 4 See the Contract Plans for the curb design specified, See Stooftid- Plan RE f FLA W, EXPANSION F-10.42 for Curb, Curb and Crutter, DWessedCurb and Groner, and I T - BUFFER WIDTH - MATCH TO JOINT (TYP.) - SEE CURB RANIP DEPTH (r(p,) Pedestrian'Curb details, t CURB RAMP STANDAW PLAN F-30.10 5. See 61andard Plan F-30-110 for Cement Concrete Sidewalk details. JOINT (T)T-).- SEE STAIUMAD PLAN FL-A-10 GRACE See Contract Plans for width and placement of sidewalk. BREAK TRANSITtON TO SIDEWALK: BUFFER, IF _Sr -AVE ORE '4T. - OP OR TO 13ACK Of CURB (TYP-) SEE 0 PLAN does not indudia The Bid Itern "Cement Concrete Curb Ramp Type the adjacent Curb. Curb and Gulter, Depressed Cdrb er, pedestrian Curb, or Sid&mWk the CURB, OR CURB PEi�,EMENT CONCRETE cum, O.R.-Om- PEDESTRIAN CURB - 7, The Curb Ramp maximum running slops e hall not require mmp length SEE b*TE AND CUTTER - SEE NOTE, to exceed 1:54est to -mid chasing the slope indefinkely when connecting 0 CIABILE WARNING SURFACE - SEE NOTE 4, FACE OF B-.'/ SEE STANDARD PLAN F45.40 1 1'11T11 1111 SURFACE - to steep grades. Ww applying the 154bot maximum length, the running FACE OF CURB WE sTAkoARIJPLANF-W10 slope of the, Curb Ramp &hall as flat as (walble. AMNIEL DEPRESSED CURB AND 13UTTER - DEPRESSIED CUIRel AND GtFTTER 8. Curb Ramp, Landing,and Flares shag receive broom See GURB ow- 4 CROSSWALK SEE NOTE 4 CROSSWALK Siandard Specifications 8-114. LEGEND SLOPE IN EITHER DIRECTION PLAN VIEW PLAIN VIEW TYPE PERPSWCULAR A TYPE PeRPENDIQULARS DETECTAW-F (SHOWN MTBUFFEM DETECTABLE WARNING $URFACE I0QSIuRIFftQE CEMENT CONCRETE PEOESTPAN CURB z SEE STANDARD PLAN F-4.10 4` - W MIN, IV -0! GRADE 13REAX SEE NOTE 4 �­---+ -� CONTRACT PLANS 1 SEE AMt* COUNTER SLOPE - PE SLO TREA 6.0% MAk SEE SrANDAROKAkf4MV GRADE 13RE* 3"R TYPI D1;V 210% MAX, I . , _ jEI> CUPIS AND Q S: 4 C. 434% MAK TOP OF ROADWAY AND OUTTMI- SFA,1`011 4 LOU I N(3 01JR13 RAMP — dEPRESSEDCURB AND GUTTER - SEE STANDARD PLAN F-10,12 CURB PADIUS DETAIJ, A. I CEMENT CONCRETE, CUPWRA 2 I PSRP5NOK;-ULARV-`PAYUMITMM$ A 1, PERPENDICULAR. CURS RAMP STANDARD PLAN F-401.15-02 SHEET I OF I SHEET Ar"PROVED FqIR po.ia AN. - - - - ............ TYK RP P, ."AR, A P4V !L wpArumirr .............. 4 27460 N A '12/09/2015 NO. REVISED :PER CITY COMMENTS REVISION T'44R R is - PUBLIC WTORtRo MENT CONCRETE DRIV AY UEPARTWENT ENTRANCE TYPE RIB Fos -NOTES STO, PLAN 1041 sm. P :Loci 0' F"'49c W—, ',W Om 0 x VI RATE - - - - - - - - - - - UrWll SLWPiCF AW out kumrmnft; THE *IkRFAX� ARI;AOFTNRE.QASESW��- �KAMT ARJUSTMENT SECTION ISM RGIE 4 BASE NECTMN I'HF COVER 0A GRAT140 OF XCATCH 13ASM Sm" NOT U111"A" KiN Ul: kg- 0A ledr-MR Drit'K,091 PLACED HAS BEI WGRATMn NO -05 S �-� 'm3 S NOT W, t MORTAR SHAkt Um. PabiArY.M. WHIM THE owd, r TO ... ...... ....... ............................... . .................. . . . ... ... ... ..... r , P 1. ff--. -IfIor�ys CATCH BASIN INSTALLATION M PW —:=00. ' T I)EPAli' &fFNT4 'boa ..... ..... . .. ........ . . . . . .... .. ........... ....... .. ..... .................... ......... .. .................... .. . ..... . W (SEF N07F 7) --ij ........... 1 11 LIVITS OF Pipt ZONE WOONS., MAIMA-L. OR O.D. Or op" TOW 5- MOW!" WWI. .................. . ............ .... ....... ....... :1 Jet'. 00 !"t; FWR MY W.1.00, 0 T RE SUPPORT UNCER BAF UND EXCEPT DIREiD-pLY OwMa 8"NG IMATRIAL TJ 95% MAX, DENSITY PIP -M}P ONLY. 41,PPE -STV LAr-,0,14 SHALL DE PER SEc'T'o0,N 7-0 OF E 'iNbARD, SPECIFICA-1,,.-N-S. �T 15.JYWE ZONE k,tIA�LRIAL 9F "GRAVE71 " PAC - -KRU ' FOR ,Ni THE AGGPEGATEES SEC, 014 THE TAINIDARD ast S OR PFA CRA1vT1-- :PWE MUST OE ANICHORED (N SUCH A MANNER AS TO ENSURE ,l LDW UNE tS MAINTA',?',CO 7JWNCH "D7H SHAtt BE PER SECTION 2-094 OF THE STANDARD SPE-MCA-HOW& OR APPROVAL Dote: By: Date: L;J z 0: z T rn M Q M M M 11 �WA ItTl > 'd CD t Cn > I 00 n M 0') W N W W LO CONC CURB & GUTTER O LO 1 " DI 2nd LAC� CONC. CUR GUTTE N UUNc J i , 4 73\ n a O 4. .a O d AMP POCK 511? P AbJAC� A Rtx. WER S _ TO WKWAY. 5�� CIVIL 5�f B aEOCA IONa X� d. a, 4 ........... C-3 ..... .4 A (D z \co T 0 F�\� C n CD_ Q w LLJ W vo LL I _ D C/� 35.2' OF DISPERSION TRENCH w Ln 00 F W/25' VEG 0 MITIGATE 63 SF OF RO:OF i i . i i n i 6 n i U� 1 13.5 8 s S 88i®�.' E 199.07' (S 88' 19'30" E—BLA) _ 0 � IInII 10' WIPTH LANb5CAPF lUffp �ANbSCA�� N0�5 �XbfING MAFIL� TP,��5 TO 1�f k? fAWP 0 S 2nd PLACE N 12" CP,�� 23 "C 80.0380.0 ' 2" CPEP SD �4511N6 TP\�� TO FFMAIN, TYPICAL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. �XI51"ING TVFF 1'0 p�MAIN, VPICAL �XI51M C/MPF? MAU 1"0 It I;�MOV�P �\ w Q J \ mj 12"CPEP \ \ w _ PV < �D @S=2.00% L) LO 00 \ YPI 0 0 0 \ _z 0 Ln z 25' VEGETATED FI --M+T+GAT E 1200 S r �. E0 NSW LOCAf10N r0r� MONUMM 51CIN �XI511N6 MONUMM 51JN TO [�� F,�LOCA1�b 0' WIPTH LANb5CAPF I U FF k 1?15pFP510N TPIMHF5, 5FF CIVIL 5�T a Q STATE OF WASHINGTO E D LAND H ECT JEFF M. VARLEY CERTIFICATE No. 774 STAPLE \ TREE `PLASTIC INTERLOCKING TIES II l OR APPROVED EQUAL / DETAIL 2" MAX—+ PRUNE DISEASED AND BROKEN BRANCHES SPECIFIED TREE STAKE(S) PLASTIC INTERLOCKING TIES INSTALL "TREE BOOT" OR SEE DETAIL ABOVE "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE & TOP w 1/3 OF BURLAP. x PLANT TREE 1"-2" HIGHER THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH N < WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) r DEFLECTOR FOR TREES CENT TO SIDEWALKS ti "�— — _ ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL \ � J--; - I SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND \ %I 1 .., I \ + — r 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD II i SOIL MOUND STAKES & 18" FOR REBAR 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL o WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE �or<wic& NaM� COMMON NaMF V,FF 5 Cercidiphullum japonicuml*- Kat5ura 5W05 and 61?0UNb COMP O Lavandula 5toecha5 ' Hidcote Blue' �- Lavender 0 Azalea 5p. ' H ino Crimsonevergreen Azalea M15canthu5 51nen515� Maiden Grass G �uonl mu5 fortunei ' Fmerald n Gold`* �uongmu5 �H Rhododendron 'Purple Splendour'*- l\hodie \ Ardo5taphg16 uva-ur5i�- Kinnikinnik erica 5p. 'Mediterranean Pink'* Heather 13ergenia 5p, ' 13re55ingham Pubq' �- elephant far Plant in groups of minimum 15 plants of each species Arcto5taphJo5 uva-ur5i*- Kinnikinnik �Con5idered drought tolerant in Pacific Northwest once e5tabli5hed New Lawn N5tinq Lawn. Return to previous condition after construction i5 completed 0 20 40 NOf?�1-I 5C&� 1 I I - 20' -01 I U mr_vioGU rr-m I.VIVIIVIGIV 1 J JIVIV 11.1j.10 VERTICAL: NAVD 1988 4 REVISED SITE PLAN DLO 1/12/1 HANSEN SURVEYING HORIZONTAL: NAD 1983/1991 DESIGNED: 3 REVISED SITE PLAN DLO 7/23/17 D.L. OFFE, P.E. DRAWN: 2 REVISED PER CLIENT DLO 8/16/16 D.L. OFFE, P.E. ONE INCH DATUM 1 REVISED PER CITY COMMENTS DLO 8/18/15 CHECKED: AT FULL SCALE NO. REVISION BY DATE APPR IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY Q1"Y 51z� P�MAPK5 4 2" cal Pull and Matching II 2 gallon Full and Matchinq 9 2 gallon Full and Matchinq :52 2 gallon Full and Matchinq 12 2 gallon Full and Matchinq 9 2 gallon Full and Matchinq 48 1 gallon Full and Matchinq/ Plant �0" O.C. 48 1 gallon Full and Matchinq/ Plant �50" O'c' 48 1 gallon Full and Matchinq/ Plant �0" O.C. 215 I gallon Full and Matchinq/ Plant �0 ' o,c, 80 2211 0411 51" II� � T R-394407 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: CITY OF MAIR SHORT PLAT 02/10/2017 ANDREW MICHAEL CONSTRUCTION, LLC PALDBOOK: REN TON LANDSCAPE and TREE RETENTION PLAN DRAWING N0: Planning/Building/Public Works Dept. 13606 156th AVENUE SE SHEET: 7 OF: 8 n co 0 PORTION OF THE N. W 114� S. E. 114, SECTION 14, T-WP. 23 N, RGE. 5 E., WAI CffY OF PXMN, =G COUNTY, WASMUGTON I rt Rx 0 SDMH RIM=472.75 RIM=473.32 INV=46&31 (1 2"N (UNABLE TO OPEN) \ INV=468.21 12"S� S D IM H, -77 70 RIM­4�0. T, CB SI `J RIM=470.51 1 i I INV=468.724"N) SDMH INV=467.85 12"SE) RIM =470.4-2 (UNABLE TO OPS M CUL- , TA ED CENTER SEC'110N PER Atc, NO. 2-0040723900002 & PLAT 2Z9 /034-04-2 _SUH Rft*477084 SD C/O RIM=469,47 -(I 2"NE) -, s-, WOOEY FENCE APP1,WXIMATE LOCATION VAULT GRATE Of ARM VAXXT VAULT=45 SDMH VAULT ACCESS RIW=464.1!6 51 VAULT ACCESS RIM=462J97 APPROXIMATE LOCATION I j, , t CONG1 OF STORM VAULT 'RBI. -PALL BOTTOM V,6,ULT=4.52,6+/- FOUND MON. IN CASE (VISITED 1 D/2013) > CL SDIAH ----------- L7 WALL KEYSTONE VAULT ACCESS RIM=459.93 CrrY OF RENTON CONTROL ( _._._... �.� NETWORK POINT #1852 -N- 18D904,0837 FEET 11 It Es 1316622.383 FEET % SPHALT A DRIVEWAY SDMH- RIM=459.0,5 I NV- 4 55.11 (12 N) INV 45.11-12-SE)* INV=4.11 1 2 S) ... ........ . ...... o hK T, SDVH 1 dl'c Cie 109 ids J AC CE S *Igo 445S ....... ...... .... .. RIA=5.65 t YSTONE o AtT. WALL APPROXIMATE LOCATION OF STORM VAULT 30' 3w CITY OF REIN ON CCONTROL < NETWORK POINT #21271' N: 176262.5313 FEE-T E: 1316737,1,56 FEET FOUND MON. IN CbASE C (VISM 10/2013) Lo z j VAULT ACCESS RIM=469.55 -SDC/0 RIM=469.53 C:BSLL RIM=470.56 CB INV=467.69(12:'NW} RIM=479.21 INV=466.91�12 , SW NV=476.27 12:INV=476.310�12N� INV-4,66.91 12"W) I:E CB Z mh RIM=483.1 0 RIM=483.30 / INV=475.75�12:E� RIM=479.2:INV=475.85 12W 0 INV=471.9(E,S,W) )/ INV=475.54(12"S) v (CENTER CHANNEL INV=475.60 12"S GAZEBO', ON LINE - "k * * I z RIM-482.03 11417.112 5' CHAIN INV=47493�112 NJ 4-1�1171LINK FENCE [Wm--474.60 120S GA Mao, +7G'z FF= 4' WOOD FETRACT N cp cp NCE cp ij- asloce-Ul- E r 19130 E-GLA)_ 12' CPEP, SD -A c MO APPROXIMATE LoN LT OF STORM VAU 6' WOOD IFENCE nL InL FND IRC #384,08 to J?� (p 0.56' N & 0.35' E !BARBED C8SLL MIRE' 9ENCE CS RIM=477.45 INGRESS EGRESS, UTILITTTES RIM=475 59 INV=456.35 12'E AND DRAINAGE EASEMENT INV=465'69�1 2"N (ITEM #9, 11 & 12) INV=465:59 12:N� 15' WIDE INGRESS, EGRESS AND UTILITY EASEMENT PER �REC. NO. 9307161233 AND ITEM #9 15' WIDE PUBLIC DRAINAGE EASEMENT REC. NO. 20050707000728 SOUTH 1/4 CORNER SECTION 14-23-5 FOUND MON. IN CASE w (VISITED 11/2013) S 8Er38'04"` E 2617.721 FOUND MON. IN CASE 14 (S 8B'56'56" E 2617.72'-BLA) ]SITED 11/2013) 14 13 23 A 23 24 NAD 1983/91 BEARING (C:ITY OF RENTON) TOTAL SITE AREA= 26,858 S.F. OR 0.62 COR = CITY OF RE?ffON BLA = BLA REC. NO, 20040723900002 C = CEDAR E = EVERGREEN SS SANITARY SEWER SID ORSEWER G GAS LINE W WATER LINE FO FIBRE OPTIC OHP = OVERHEAD POWER = GAS VALVE WARM, MEFw uww P" ftft POU WITH L MINAIRE L� PW ANCHOR = SIGN = POWER VAULT/1RANSFORMER OT = TELE./TV PEDMW 00 = PARKING MIFTER SEMn ORNER QUNW CORNER D, MO IN CASE Flo. U JN N' 0 FOUNO PRIMPIlp- 0 "su W to. W/CAP 4404 SPW OXWON VER11C,A1_ DATUM: NAVD 19,88 CITE' OF RENTON CONTROL POIN',T #,21(X3 BROKEN AND MUTILATED FLAT BRASS DISC OF U$11KNOWN ORIGINAL DIAMMR WITH NO VISIBLE MARKINGS OR STAMPINGS FLUSH WI" J THE FXISTING CONCRETE PAVING AT CONSTRUCTED Tlflf INTERSECTION OF , . _ SE 128TH STREET & 156TH AVENUE SE ELEVATION = 547.942 FEETw. E-1 , ma . . .... . . ..... . ..... o ...... . ... ......... .. . or LINE TABLE o 0 LINE BEARING Ll S $755'46" t .. ..... .. .. 0 Fq F� N 00'28'21" E J (55.70F co C) cy) �D 0 m NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BM UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTE1 TO BE CORRECL NOR ALL INCLUSIVE. ALL LITUTIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-55j P6R U1ILrTY LOCATORS. JOB NUMBER 21318 z 0 30 �T'1'11 0 z m m ro 171 > C*, C� c*