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HomeMy WebLinkAboutzR-4126SetGENERAL SITE NOTES; 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS. OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA. AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, 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 COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC.. PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. BARRIER CURB CURB ASPHALT CONTOUR 508 CONCRETE [ CONCRETE SIDEWALK f WATER - -W- -W- -W- SAWCUT -------------- STORM ----SD---- CONTOUR ____m_____ WATER -W- SANITARY __SS__ WATER METER GAS G FIRE HYDRANT POWER P (OH) STORM DRAIN TYPE 2 CATCH BASIN ® ASPHALT TYPE 1 CATCH BASIN ■ CONCRETE STORM DRAIN CLEANOUT Renton O DEVELOPMENT ENGINEERING DIVISION APPROVED 8/12/2020 Mike Sippo SPECIAL NOTES: 1. SITE PLAN HAS BEEN PROVIDED BY FREIHEIT ARCHITECTURE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE SITE PLAN FOR ACCURACY OR COMPLETENESS. 2. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE THAT UTILITY - CONFLICTS DO NOT EXIST. 3. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON AND KING COUNTY REQUIREMENTS. 4. CONTRACTOR TO REPLACE EXISTING LANDSCAPING IN -KIND AS REQUIRED, OR AS DIRECTED BY OWNER OR SITE IMPROVEMENT PLANS BY OTHERS. 5. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT OF WAY PERMITS IF REQUIRED FOR WORK SHOWN ON PLANS. 6. CONTRACTOR TO VERIFY SCOPE OF WORK DEMOLITION WITH OWNER ANO/OR ARCHITECT PRIOR TO CONSTRUCTIONTO CONFIRMEXTENTS F SITE DISTURBANCE. SITE INFORMATION EXISTING ON -SITE SURFACE AREAS SITE AREA: 54,879 SF (1.26 AC) TOTAL IMPERVIOUS: 42162 SF 0.97 AC PERVIOUS/LANDSCAPE AREA: 12,717 SF (0.29 AC) PROPOSED ON -SITE SURFACE AREAS SITE AREA. 54,879 SF (1.26 AC) TOTAL IMPERVIOUS: 42.235 SF (0.97 AC) PERVIOUS/LANDSCAPE AREA: 12,644 SF (0.29 AC) NET IMPERVIOUS SURFACES: +73 SF NET PERVIOUS SURFACES: -73 SF NEW/REPLACED IMPERVIOUS SURFACE - ADA IMPROVEMENTS: 1,991 SF - UTILITY/MAINTENANCE IMPROVEMENTS: 132 SF REPLACED IMPERVIOUS SURFACE DEFINITION PER THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL: "ANY EXISTING IMPERVIOUS SURFACE ON THE PROJECT SITE THAT IS PROPOSED TO BE REMOVED AND RE-ESTABLISHED AS IMPERVIOUS SURFACE. EXCLUDING IMPERVIOUS SURFACE REMOVED FOR THE PURPOSE F INSTALLING UTI ITT R PERFORMING MAINTENANCE R INFRASTRUCTURE." COVER SHEET FOR W@n@ MOa A SEC. 16, TWN. 23 N, RGE. 5 E, W.M. RENTON, KING COUNTY, WASHINGTON SHEET INDEX fIVIL --- BID - COVER SHEET C2.0 - DEMOLITION AND TESC PLAN C3.0 - GRADING AND UTILITY PLAN C3.1 - CONSTRUCTION DETAILS I - BOUNDARY AND TOPOGRAPHIC SURVEY MONUMENT PROTECTION NOTE: CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY (RCW 58.24.040) AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE, DESTRUCTION, OR RELOCATION (WAC 332-120). APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 (206) 902-1190 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENTS OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. Barghausen Consulting Engineers, Inc. 1821572nd Avenue South Kent, WA98032 4252M.6222 beryhaueenaom nlo. REVISION EXISTING MCDONALD'S RESTAURANT ITt g� .............................. 8 9 ENGINEER BARGRAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 PHONE: (425) 251-6222 PAX: (425) 251-8782 CONTACT: CHRIS JENSEN. P.E. EMAIL: CJENSENOBARGHAUSEN.COM FTI00111 xQI FREHEIT ARCHITECTURE 929 108TH AVE NE, SUITE 210 BELLEVUE, WA 98004 PHONE: (425) 827-2100 CONTACT: ALEXANDER TAAM EMAIL: ATAAMOFREIHEIURCH.COM HORIZONTAL CONTROL NOTE: 1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT ON -SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR TO WORK. BY I DATE I APPR CMS 1, 3W CMS IF NOT ONE INCH AEM CRJ x.E AAwOVEINGEY 0 Know what's below. 0 Call before you dig. 1 9 Dial 811 "°"ZO"`` "'°�`/1°°' CITY OF RENTON I Planning/Building/Public Works Dept. SITE VICINITY MAP RENTON, WASHINGTON SITE INFORMATION HORIZONTAL DATUM: HAD 83(1991), WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601 BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 16 TOWNSHIP 23 NORTH RANGE 5 FAST W.M. BEING NORTH 89'13'I8" WEST AS MEASURED BETWEEN CITY Of RENTON MONUMENTS 1502 IN. 1/4 SEC. 16) AND 647 (W 1/16). VERTICAL DATUM: NAVD 88 PROJECT BENCHMARK: CITY OF RENTON MONUMENT 1502, BEING A FOUND CONCRETE MONUMENT IN CASE WITH A 1 1/2" BRASS DISK W/ 'A', BIT 0]' AT HE 4TH ST & 124TH AVE BE (MONROE AVE NE) ELFJ. 341 39 FIT (MAIN 88) PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A TOPCON GT1000 AND A TOPCON HIRER HR SUPPLEMENTED WITH MAGNET FIELD SOFTWARE AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR. VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: HELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, 2020. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACCOUNT NUMBER AND ADDRESS: APN 162305-9111 3209 HE 4TH ST CALCULATED AREA 54,8791 S.F. (1.261 AC) SURVEYORS' NOTES: 1, ALL MEASUREMENTS ARE IN US. SURVEY FEET. 2. UNDERGROUND UTRIDES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERJATION, MARKINGS, DEVELOPMENT PUNS, AHD/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES. DETECTED OR UNDETECTED. SHOULD BE VERIFIED. 3. THIS SURVEY WAS PERFORMED TO ASSIST IN SITE DEVELOPMENT DESIGN. 4. CONTOUR INTERVAL IS 2 FEET, BASED ON DIRECT FIELD OBSERVATIONS. 5. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. REFERENCE SURVEYS: 1, CITY OF RENTON SP NO, 373-79, REC. NO. 7910049001 LEGAL DESCRIPTION: LOT 4 OF CRY OF RENTON SP NO. 373-79, REC. NO. 7910049001 R-412601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION III APPROVED I SURFACE WATER UTILITY w 08T06r2020 idin9 jfarah 08/05/2020 LU :WATER UTILITY REGIONAL FIRE AUTHORITY ICU chell 08/05/2020 O APPROVED ; cthom•so8/10/2020 + 320D NE 4TH ST. RENTON, WA ao 5 $ TESC LEGEND DEMOLITION AND TESL PLAN EROSION CONTROL NOTES: DEMOLITION NOTES: 1. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON REQUESTINI N I. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE AS NECESSARY. LIMITS OF DISTURBANCE Ll\.I�.JIJ ASPHALT TO BE REMOVED ® j FOR SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT LIVLIV DOLI L1l.J��,JO�® 2. THE CONTROL CONTRAC OR SHALL RESTORE ESTOREIMMINENT. EROSION CONTROL DEVICES 2 CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND CONSTRUCTION APPROVALS HAVE I SILT FENCE • • • BEEN OBTAINED PRIOR TO COMMENCING WORK ON AND OFF SITE. O CONCRETE TO REMAIN CATCH BASIN INSERT TO WORKING ORDER TO THE SATISFACTION OF THE AUTHORITY 3, CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT AND/OR LANDSCAPING DAMAGED AS A p TEMP. CONSTRUCTION FENCE CONCRETE TO BE REMOVED SEC. 16, TWIN. 23 N, RGE. 5 E, W.M. HAVING JURISDICTION AFTER EACH RUN-OFF PRODUCING RAINFALL. RESULT OF CONSTRUCTION ACTIVITY. L� RENTON, KING COUNTY, WASHINGTON 3- THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 4, CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL OF IMPROVEMENTS, FIELD VERIFY AND I- CURB TO BE REMOVED MEASURES AS MAY BE REQUIRED BY THE CITY OF RENTON DUE TO CONFIRM LIMITS OF DEMOLITION AS WELL AS EXISTING UTILITIES AND IMPROVEMENTS TO REMAIN. INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES CURB TO REMAIN WHICH MAY ARISE. 5. CONTRACTOR TO VERIFY SCOPE OF WORK AND LIMITS OF DEMOLITION WITH OWNER AND/OR 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER ARCHITECT PRIOR TO CONSTRUCTION TO CONFIRM EXTENTS OF SITE DISTURBANCE. PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE 6. CONTRACTOR TO VERIFY HOURS OF OPERATION DURING CONSTRUCTION PHASE WITH BUSINESS OWNER INSTALLED AND MAINTAINED. PRIOR TO CONSTRUCTION. II I 4 r g ARV 0 7. CONTRACTOR TO COORDINATE EMERGENCY ACCESS TO BUILDING DURING CONSTRUCTION PHASE WITH 17 I ^ 17 I ° BUSINESS OWNER AND CITY INSPECTOR. 2 5 _ ®-CONSTRUCTION NOTES: DEMO 1. EXISTING MCDONALD'S RESTAURANT. p( 5 AN 4 8 3 g 5 j \ 4 g " g4 2. DEMOLISH SIDEWALK AND DISPOSE OF OFF -SITE. �- \1 CONTRACTOR \ JOINTS ARE-CONSTRUCT SIDEWALK MATE TO EXPANSION OWN. 3. DEMOLISH CURB AND DISPOSE OF OFF -SITE. 4. DEMOLISH EXISTING ASPHALT PAVEMENT AND DISPOSE OF OFF -SITE. 5. APPROXIMATE SAWCUT LINE. REFER TO SHEET C3.0 FOR PROPOSED PAVEMENT GRADES. CONTRACTOR TO EXTEND SAWCUT AS / \ € 9 9 6 0 4 NECESSARY THAN WHAT IS SHOWN. SAWCUT IN A SMOOTH AND CONTINUOUS LINE. CONTRACTOR TO COLLECT AND DISPOSE OF / / I\g O ASPHALT SLURRY OFF -SITE. €' CONTRACTOR TO CONTACT AND COORDINATE WITH _? / I r DO I 1 10 CITY FORESTER FOR INSPECTION OF ROOTS OVER 17 6. PROTECT EXISTING CURB TO REMAIN. HID 74 14 , . 3' IN DIAMETER. IT MAY BE NECESSARY TO g 6 15 3 e SEVER ROOTS TO ACCOMMODATE NEW SIDEWALK. _ 2 7. PROTECT EXISTING ASPHALT/CONCRETE PAVEMENT TO REMAIN. W Y g 17 ] 15 21 1 - MCI �Y°I'JOI�- ARGON ,ICI_° 2 a av 2 ° 8. EXISTING LOT LIGHTING TO REMAIN AND BE PROTECTED. I mn° � a 5 M d.. ° e a .e , 23 y• e � � 4 9. COORDINATE WITH ARCHITECTURAL PLANS FOR LIMITS OF ON -SITE PAVEMENT MARKING REMOVAL/REPLACEMENT. A 5 A / • < I 10. REMOVE EXISTING MENU BOARDS/DRIVE THRU SIGNS. SEE ARCHITECTURAL PLANS AND EXISTING MENU BOARDS NOTE FOR MORE AIR �W-i //i _'_ j r 4 INFORMATION. -1 �� I 8 i . \a v �\ 1 1-J - ' 11. DEMOLISH EXISTING CONCRETE PAVEMENT AND DISPOSE OFF -SITE. GAR 22 < - �g^ a I 2 12. REMOVE EXISTING HAND RAILS. CONTRACTOR TO CONFIRM WITH OWNER RE -USE. COORDINATE WITH ARCHITECTURAL PLANS FOR a 8 \-�. \� :-:-13 --- REPLACEMENT. II NOW GO ANI' I I 13. CLEAR EXISTING LANDSCAPING TO FACILITATE IMPROVEMENTS. CONTRACTOR TO AVOID INDISCRIMINATE GRUBBING DUE TO TREE o B s I e s a= ROOTS BEING PRESENT IN AREA. so IL _ _ � 14. REMOVE WHEEL STOP AND DISPOSE OFF -SITE. so - m _ b U M )STING D S F • a 2 5 15. REMOVE EXISTING ACCESSIBLE PARKING SIGNS. COORDINATE WITH OWNER RE -USE. ��/ RESTAURANT YI I I 6. CONTRACTOR TO CONFIRM WITH ARCHITECTURALPANS AND OWNER REMOVALOF CURB STOP OR CURB STOP TO REMAIN (YP). I� r Z 17. PROTECT EXISTING UNDERGROUND UTILITY TO REMAIN. CONTRACTOR TO ENSURE UTILITY LINE TO REMAIN IN SERVICE. Ills/ IIII III Y -� `� a 'a CONTRACTOR/' TO 18DEMOLISH EXISTING STORM LINE AND CATCH BASIN AND DISPOSE OFF -SITE. IIII III z 3 2 ��� d REMVE AND RE-CONSTTRUCT x 19' PROTECT EXISTING STORM LINE TO REMAIN. SEWALK TO EXPANSION JOINTS I Q AT APPROXIMATE 20. REMOVE EXISTING BOLLARD. CONTRACTOR TO COORDINATE WITH OWNER RE -USE. k III 11 f m LOCATION SHOWN. k' W � } � � y 21. REMOVE EXISTING AMAZON LOCKER. CONTRACTOR TO COORDINATE WITH OWNER NEW LOCATION. AN ACCESSIBLE WIDTH OF 44" AI .. n I O SHALL BE MAINTAINED ALONG SIDEWALK POST -CONSTRUCTION. III p / 20 /����� / . a 1 y_ II O 22 SHALL BE XMAINTAI ED ALONG SIDEWALK POST-CONSTRUCTTIION.ISTING PROPANE STORAGE. CONTRACTOR TO DINATE WITH OWNER NEW LOCATION. AN ACCESSIBLE WIDTH OF 44" IIIt1l-/11 V " da a .ad o �I ' cc 23. REMOVE EXISTING ICE DISPENSER. CONTRACTOR TO COORDINATE WITH OWNER NEW LOCATION. AN ACCESSIBLE WIDTH OF 44" ° ° G SHALL BE MAINTAINED ALONG SIDEWALK POST -CONSTRUCTION. ro© i I - rcDEr mw) NODE) i NODE) - Kus \�CAD, --- S- \----- �� 342��� �1I -----.�/� �-341�--- I--- ��- _____ rm \ Barghausen EXISTING MENU BOARDS NOTE: � Consulting � Consulting Engineers, Inc. CONTRACTOR SHALL COORDINATE THE REMOVAL/REUSE OF THE EXISTING MENU BOARDS WITH OWNER PRIOR TO Lai 18215 72nd Avenue South CONSTRUCTION. Kent, WAD 98032 425251.6222 barghawen mm PNO 1 a I In L I I II SIN II III l 1 MENTS CMS 5/8/20 1 CRJ I ACCORDED- ""`. 1. _ �, W"c.c. MM NE HOa.o..w HAD19RGEI m'"�C�e�j �IF HER ONE INCH SERGE ACCORDINGLY REVISION BY DATE APPR ®-CONSTRUCTION NOTES: TESC 1. CONTRACTOR TO INSTALL SILT FENCE AS PER CITY OF RENTON STANDARD DETAIL 214.00 AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING THE SITE, AND AS DIRECTED BY THE CITY INSPECTOR. SEE DETAIL I/C3.1. 2. TEMPORARY CONSTRUCTION FENCE (6- HIGH CHAIN LINK OR EQUIVALENT) FIELD VERIFY AND CONFIRM LOCATION WITH OWNER. 3. LIMITS OF DISTURBANCE. 4. CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. CONTRACTOR TO COVER ANY STOCKPILE MATERIAL AS REQUIRED (TYP). ADJUST SIZE AND LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. 5. TEMPORARY 20' CONSTRUCTION GATE (6' HIGH CHAIN LINK OR EQUIVALENT) FIELD VERIFY AND CONFIRM LOCATION WITH OWNER. 6. CONTRACTOR TO INSTALL STORM DRAIN PROTECTION AS PER Cltt OF RENTON STANDARD DETAIL 216.30 AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM R-412602 ENTERING THE STORM DRAINAGE SYSTEM AS DIRECTED BY THE CITY INSPECTOR SEE DETAIL 2/11. IN COMPLIANCE WITH CITY OF RENTON STANDARDS M 0 Know what's below. Sippo 08/12/2020 `%I 0 hall before YOU dig. PLANNING DIVISION 1 Dial811 OAPPROVED MM 0&0&20201tling OF RIENTON W@lTD@��OA"A Planning/Building/Public Works Dept. 3209 NE 4TH ST. RENTON, WA m02126/lg PAGE DRAWING NO Cm 5 0 51 NIC El ®-STORM STRUCTURE NOTES: LO N 1. PROPOSED CATCH BASIN PER CITY OF RENTON STANDARD PLAN 200. SEE DETAIL 5/C3.1. RIM: 340.60 I EX. IE: 338.06 (8' IN E) O IE: 338.06 (8' OUT SW) I 2. PROPOSED OIL WATER SEPARATOR. (OLDCASTLE PRECAST OW660-SA OR APPROVED EQUAL). SEE DETAIL 3/C3.1. LAJ RIM: 341.07 I- IE: 338.00 (8' IN NE) IE: 337.50 (8' OUT SW) 3. PROPOSED CONNECTION TO EXISTING STORM DRAIN. PRIOR TO O CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL N AND VERTICAL LOCATION ON ADDITION TO PIPE TYPE, CONDITION AND SIZE. CONTRACTOR SHALL CONFIRM IF STORM INFRASTRUCTURE CAN BE INSTALLED AS SHOWN. IT MAY BE NECESSARY TO PROCURE ADDITIONAL FITTINGS AND ADAPTERS THAN WHAT IS SHOWN. n N I STRUCTURE TABLE ~ �j O CB #1, TYPE 1, W/ STANDARD GRATE RIM=340.60 t MATCH EXISTING IN IN=338.06 e- E) IE OUT-338.06 (8" SW) s CONTRACTOR TO INSTALL 6' BARRIER CURB. \I/ A/ \ Y� s 41 1 4 1' Q 7� + 41 I s S 1414 l s I ' 4 1 s SEE ARCHITECTURAL PUNS FOR ADA RAMP DETAIL CONTRACTOR TO MATCH EXISTING ELEVATIONS AT SAWCUT AND CONFIRM POSITDRAINAGE. IIIIYIII � I : SITE PLAN NOTE: ARCHITECTURAL PLANS SHALL PROVIDE SECTIONS AND DETAILS FOR ALL CIVIL IMPROVEMENTS INCLUDING BUT NOT LIMITED TO: ASPHALT PAVEMENT AND CONCRETE DRIVE-THRU PAVEMENT, CONCRETE SIDEWALK AND BARRIER CURB, AND PAVEMENT MARKING DETAILS. CIVIL SHEETS REPRESENT A PORTION OF THE PLAN SET AND SHALL NOT BE USED WITHOUT CONJUNCTION WITH ARCHITECTURAL PLANS. J�a \ D 0 OCN'Nci- j�4 A £ F I i a 4055t ME c '`I NONE) ° 1 1 rvcusl _&tusl a r s I PROPOSED MENU BOARD. CONFIRM FINAL r Q LOCATION WITH ARCHITECTURAL PLANS. PROPOSED SIGN LOCATION IS IN CLOSE PROXIMITY UNDERGROUND \ AND TVERIFYONTTOR HORZONTALS ANDVOTHOLE ERTICAL �g q' LOCATION OF EXISTING UTILITIES PRIOR TO ■ �/ I I / FINAL LOCATION OF MENU BOARDS WITHM OWNER/ARCHITECT. IOPOSED HANG RAILS. / I/ ATRACTOR TO REFER GRADING AND UTILITY PLAN FOR 6n@n@ aoa°�® SEC. 16, TWN. 23 N, RGE. 5 E, W.M. RENTON, KING COUNTY, WASHINGTON PAVEMENT IMPROVEMENTS AT SHOWN ELEVATIONS. IT MAY BE NECESSARY TO ADJUST SAWCUTTING AND REMOVE ADDITIONAL ASPHALT TO CONSTRUCT IMPROVEMENTS AS SHOWN. MAXIMUM SLOPES WITHIN ASPHALT SHALL NOT EXCEED 7%. A f( o �"1 3ii 5g I lll L'A � 7-77"/ CONTRACTOR TO INSTALL 6' BARRIER CURB AGAINST TO BE CONSTRUCTED (.a AGAINST BUILDING WALL. GRADING NOTE: !!-UTILrrY POTHOLING NOTE: CONTRACTOR TO COMPLETE WORK SHOWN IN SUCH THE LOCATIONS HIGHLIGHTED ARE REQUIRED TO BE POTHOLED TO VERIFY VERTICAL A MANNER AS TO NOT TRAP ANY DRAINAGE. AND HORZONTAL LOCATION OF EXISTING UTILITY AND/OR POTENTIAL CONFLICTS WITH EXISTING DRAINAGE PATTERNS ON -SITE SHALL EX. UTILTIES AND/OR PROPOSED ROADWORK STRUCTURES SUCH AS CURBING AND REMAIN UNCHANGED DURING THE COURSE OF PAVING. POTHOLING SHOULD OCCUR PRIOR TO INSTALLING ANY PROPOSED UTILITIES. CONSTRUCTION. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. O nDErn¢u uRD GE - CONTRACTOR TO VERIFY AND REFER TOE /. OR DETAILS AND EDGE - ; CONTRACTOR TO CONSTRUCT EXISTING NROTECTION IMPROVEMENTS AT SHOWN ARCHITECTURAL PUNS THE PROVISION OF FALL 1a iPECIFICAT10NS. ELEVATIONS. ITMAY BE NECESSARY MCDONALD'S PROTECTION AS NECESSARY FOR ADA COMPLIANCE. / \s TO ADJUST SAWCUTTING AND REMOVE r 4 �I ADDITIONAL CONCRETE TO CONSTRUCT RESTAURANT IMPROVEMENTS AS SHOWN. MAXIMUM FF: 342.16 75 iA 6-0- SLOPES WITHIN CONCRETE SHALL NOT AI 8 s a EXCEED 2%. NOTE: CONTRACTOR SHALL MATCH EXISTING GRADES AT DOOR / e '° \ \� THRESHOLDS. PROPOSED SIDEWALKS SHALL SLOPE AWAY FROM \ .. PROPOSED R.O.W. IMPROVEMENTS 41 ] f \ THE BUILDING AT 15%IT MAY BE NECESSARY TO ADJUST SPOT a PER CITY OF RENTON STANDARD ELEVATIONS SHOWN TO MEET THIS REQUIREMENT. PLAN 102. SEE DETAIL 4/1 CONTRACTOR TO OBTAIN iu= / 'X 4 SEPARATE PERMIT PRIOR TO ` e CONSTRUCTION AND SHALL CONTRACTOR CONFIRM WITH a OWNER THE RE -INSTALLATION OF / \ CONFIRM DEMOLITION LIMITS EXISTING HANDRAILS. SEE 0. 6 C INSPECTOR OR A AR LITr /-A-���� 4 1 / --° 4 41 74 TA E ARCHITECTURAL PUNS FOR DETAILS. 41 6 INSPECTOR AND ARBORIST. I 4 F CONTRACTOR SRALL CONFRM L � y A 4E THE REPUCEMEM OF UPROOTED°�/ �� j --�-r / N e a N a - �04U YE SECTION OF SIDEWALK IN PROXIMITY TO PROPOSED R.O.W. - CONNECTION. \ 1 T „L. \ f. AI T AILS RB WALL. \ ' L Izz .CB#6 r CONTRACTOR TO CONSTRUCT IMPROVEMENTS AT SHOWN L-gz ELEVATIONS IT MAY BE NECESSARY TO ADJUST SAWCUTTING AND REMOVE ADDITIONAL ASPHALT TO CONSTRUCT IMPROVEMENTS AS SHOWN. MAXIMUM II m 1 1 SLOPES WITHIN ASPHALT SHALL NOT EXCEED 2%. w-m \ 11 LF 8' PVC SD O O.SOR 'g ` .' m - \ 2 m qqq-m-m-m \ '�--3 LF 8 PAIL SD a 0.50% MIN. , 4a wml �,rvcl � wCo, � wwl_ Fim HORIZONTAL CONTROL NOTE: 1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES STRUCTURES, CONCREIE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT ON -SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR TO WORK. NEW STRIPING NOTE: Barghausen CONTRACTOR TO COORDINATE AND PREPARE PARKING LOT AS Consulting Engineers, Inc. NECESSARY FOR NEW LOT STRIPING. CONFIRM NEW PARKING LOT MATERIALS AND LAYOUT WITH OWNER/ARCHITECT PRIOR TO 18215 72nd Avenue South CONSTRUCTION. Kent, WA98032 [E] 425251.6222 barghaueenaom FN'O NW, F - r--I--^-----r-------� II NE 4TH SIT s INCH) OREN CONTRACTOR i0 I=.tJm 'ice `RE -CONSTRUCT SIDEWALK 1 act Tva 5 TO E%PAIRSION JOINTS AT W w i 4 APPROXIMAE LOCATION PROTECT EXISTING METER ' SHOWN. W AND 1' IRRIGATION SERVICE. C 0 xcsl i�o ,ImJ -{n1 INC) I TNIS SHEET ,rv01 J AND R.O.W. €ti mw, rWcl n =8 E Mwl �(CHO PI ffwn, :coro=°way kw) tl W � <. PROTECT EXISTING 1-I/2 WATER SERVICING O W ° eMCDONALD'S RESTAURANT TO REMAIN. *t CONTRACTOR TO INSTALL ABOVE GROUND IITY OF RPBA IN INSULATED NOT BOX PER m W °'CITY OF RENTON STANDARD PLAN 350SE CONTRACTOR TO PROVIDE ELECTRICAL SERVICE artu01 < ,n TO RPSA FOR NEAT VICE. SEE DETAIL 6/L3 I 8 WATER FOR WATER LINE SERVICING MLOONALDS °'a`C RESTAURANT. W PROTECT EXISTING OAK TREE TO REMAIN. - CONTRACTOR TO INSTALL PLYWOOD ON T-POSTS AROUND TREE TO WATER UTILITY DETAIL - RPBA INSTALLATION PROTECT TREE FROM 2 ANY IMPACT DURING C3.0 I" = To' CONSTRUCTION. CONSTRUCTION NOTES - GRADING: ll 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED GRADES IN RELATIONSHIP TO SURVEYED BASIS OF ELEVATION. TO .T SIDEWALK 2. FILL MATERIAL AND COMPACTION SHALL CONFORM TO CITY OF RENTON REQUIREMENTS. Y JOINTS AT LOCATION 3. CONTRACTOR TO PROTECT AND MAINTAIN EROSION CONTROL FACILITIES DURING GRADING OPERATIONS. 4. CONTRACTOR TO RAISE AND ADJUST ALL EXISTING AND PROPOSED SANITARY SEWER CLEANOUTS TO FINAL GRADE AS U-I NECESSARY. SSCO'S WITHIN ADA ACCESSIBLE PATHS SHALL BE ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH Z CURRENT ADA REQUIREMENTS. W 5. CONTRACTOR TO RAISE AND ADJUST ALL EXISTING AND PROPOSED CATCH BASIN RIMS TO FINAL GRADE AS NECESSARY. CATCH BASINS WITHIN ADA ACCESSIBLE PATHS SHALL BE ADJUSTED TO FINAL ELEVATIONS IN COMPLIANCE WITH CURRENT Q ADA REQUIREMENTS. 6. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR TOP OF CONCRETE PAVEMENT, NOT TOP OF O CURB/SIDEWALK) UNLESS OTHERWISE NOTED. (TC III TOP OF CONCRETE SIDEWALK/CURB, ME III MATCH EXISTING ELEVATIONS, FC = FLUSH CURB, FL = FLOWLINE, TA = TOP OF ASPHALT, GB = GRADE BREAK, TS = TOP OF SIDEWALK). ir 7. SITE PLAN HAS BEEN PROVIDED BY FREIHEIT ARCHITECTURE. BARGHAUSEN CONSULTING ENGINEERS INC. HAS NOT VERIFIED Z THE SITE PLAN FOR ACCURACY OR COMPLETENESS. O8. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE THAT UTILITY 2 CONFLICTS DO NOT EXIST. 9. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON REQUIREMENTS. 10. CONTRACTOR TO REPLACE EXISTING LANDSCAPING IN -KIND AS REQUIRED, OR AS DIRECTED BY OWNER OR SITE IMPROVEMENT PLANS BY OTHERS. 11. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT OF WAY PERMITS AS REQUIRED FOR WORK SHOWN ON PLANS. SIDEWALK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. 12. FINISHED FLOOR OF RESTAURANT TO REMAIN UNCHANGED. SIDEWALKS SHALL MATCH FINISH FLOOR ELEVATION AT ALL LOCATIONS WHERE PROPOSED SIDEWALK MEETS DOORWAY THRESHOLD. JEp' ACCESSIBLE PATH OF TRAVEL NOTE: Q` s WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1) SHALL BE CONTINUOUSLY s ACCESSIBLE, (2) ARE MINIMUM 44' IN WIDTH, (3) HAVE A MAXIMUM 1.5% CROSS SLOPE, AND (4) WHERE NECESSARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% LONGITUDINALLY (i.e., 1:20) SHALL HAVE "O y 47671 0 �� THE RAMPSCOMPLYING SURFACES ARE NOT STANDARDS. SEPARATEDRE A BY CURBS, RAILINGS OR OTHER ELEMENSSES OR ADJOINS A TICULAR WAY, S BETWEEN AND �fSSONALTCEN�\P rL,AI°AO PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING I UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE a 1-800-332-2344 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS 05 W-412601 R-412603 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY + J MSi 0 08/12/2020 f h 08/05/2020 w ARE BASED CONFLICTS UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING O Know what'sbelow. pp i ara Q �€ ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I Cal I before you dig. UTILITY ICU PLANNING DIVISION 1/ Dial811 M.Mitchell08/05/20200 10 APPROVED 08Nfi/2020 Rling MENTS CMS 5/8/20 1 RJ suN.flroCCCNU. AE�C.C. HAND 19 DECIGNm. CMS r-10 w m,� CITY OF DRAWN LM6 � RENTON 7HE`"m AN I C I Planning/Building/Public Works Dept, 3209 NE 4TH STIF NOT ONE INCH REVISION BY DATE APPR ° CiJ 5C"E'CCO"E'NG`Y FIENTOK WA NE`E CIO Or_ 5 ED N I O I 0 w 0AS 11�r-o.wn...o.Ao 5: T HIS KNOT PAYMENTS MEATC�E%M� HELENA FDA 15 IT HUNDERTO TREAT OPERGUAND MAE NESTLE IN I , I FAA A, 21 �� IlMKM SANDY CEO LAW WE RAISING TO INCREASE THE STRENGTH A ME FENCE SRI AWARD OR CLOSER SPLIT SPAC ING I IF M,UM OFF AETNA STRENGTH FACING IF FILED PANRMAVS WHAPPLEACTS A STRONGER PEROT I I WAYNE ME PAGE IS FGTAAGD THIS GLENN SEOUL NIN BE NO TERM THAN AT IV IN IS A INGEM AN FINDS A USSR THE STANOR A A YEMEN MAY BE MULN) Al DOUG AN THE AUSTRIA A IDIOM OF Nor BILT ONCE HELENA IS SALE BASIN AND 2 A FILTER FARM FENCES HERB BE INSTRUMENT GARCIA CM�5 AVENIDA TURBINE 11 DRRS SILT FENCE DEPARTMENT VSILT FENCE DETAIL C3.1 NT.S. WIN MAINE EDGE " ANY ;CLINICAL, 'I t! MIM. M..x.�... .n. .A CANDRIN CHIP, A To I DUST ITHAT xmm �, WANTED 5 TD MITSUI FAA SURE 10 S d .nx.reTe. ANTUN PUT REACHES ANY A AM "TRRAACER .m°911i°ig� aa e ' N^� ..BRUSSELS. CEMENT meOtennwa SR RP ALI .v. N 1 FBI INSUFFICIENCIES.. ATER" SAVEx.x _,LI p_a\ , �No IT1 IN 9R Pux TWERATKINSITYPOSTACKLY BE MAIN NOSre,B m1.UP EXPMGI�JUIM B S RN CEMENT CONCRETE EEC'l02 DEPARTMENT SIDEWALK my IL II �AT L 4 SIDEWALK DETAIL V'lot C3.1 N T.S. ra 9/28/2018 1 IM45 N CONSTRUCTION DETAILS FOR bn@n@ aoa°iix SEC. 16, TWN. 23 N, RGE. 5 E, W.M. RENTON, KING COUNTY, WASHINGTON SECTIONVIM ISCROMEEPERSEVIESS xxsmuorcx ANSI UNLESS THERU�m,Ta.ER.,TWuCH:, ll":. b"""A 5 THE CEREBRAL SYSTEM MEET ANCEN RESPECTOLVA THE OWN "THWT�ILLI�T���M� 7 PERNMEMMANCENECRE REFLECTION MANCHESTER) PURIFICATION All AN[ 8 BUY SEDIMENT INING CATCH ANSIN l�TSH� BE MATCH ALAN THEASSUMENTEAS FILM A® PUBLIC WORKS om' DMI PLAN- NEED I� un.[n DEPARTMENT CATCH BASIN INSERT �GAZ 912R/x0181 Z�INLET PROTECTION DETAIL C3.1 NT.s. PIPE �LOWANC� EM 'To 'PEI THE 11 SOLDWALLINEX ALGERIA WELL No CORRUGATED POLINTALLENEMORM REDEEM I AS ACCEPTABLE ALTERNATIVES HE THE REHAB SHOWN IN ME MOST BYTE RETURN MAKE (PUERTO IN THE MINIMUM MWI�D WELLS UPPARRED IN 'HE WHATNOTAFFACERAINTEEKNOTAKOURASAN HAUSELIAMINICUPTAREMAdATEATUARENCIESPER FUMUTIROPEAM 7 THE K��T DIAMETER SABA NCH US GREATER MAINE � GAP RULED ME KNOCKOUT WAIT AND LYLE OUNCES or ME PIPE AFTER THE PAI IS INSTALLED PILL THIN CAP WIN JOINT MORTAR III AFGHANISTAN WISH ST"� SPECIFICATION NE I 3 ME ANDREW FARM �Q THE GRIFFIN PEACE TO ANDNEVALLSHUSIBILCONSTATICIA EARBACTUR—t 6 �EOPENI�GSH�BE��DAT�ET��THE MARCH EGA CANYON * ALL MAKES HOLES STILL M GROUTED FEEL AT TER N, MR, DAN MIGHT ANTAINGTHONS IN cewm oumLIMA c.1 HE uxSTANDARDr .v * ALL GRACE RINGS No SOURCE SAO IF BE ITT IN vwPOm TOINSIDE AND OUTSIDE OF NET WANTS .a�A� URY DUN LB,ox�A ff .,�a.x.A ua xTRUPPERNI ,.. rrzNN Reu.xvseLEUPON marETTx9m ® LLTEIINETIVE EMISSION LEAVE SHE AS A TIMED HITACHI A NATO ME tlmn STD.PUN-3MOD PUBLIC WORKS CATCH BASIN WIFE GAZ 9/29 2018 1 a CATCH BASIN DETAIL C3.1 N T.5. 10 Barghausen Consulting Engineers, Inc. 1821572nd Avenue South Kent, WAR 98032 425151.6222 beryhaFuenaom n1o. N siup SW Ra Ai.NOR T_ A? EST RTVM 660-SA OIL WATER SEPARATOR 450 Gallon Capacity NI INGUSIS Ned Sue Curers WA lwem FOR DETAILS, SEE REVERSE" m'e RS"A HrA ceww.n.. I... ,31 MIN, APPLE THREAT WN�fN EI%SUiN PC L 6kN66 ER �I{�T f�1EW IF �D AS �.) _a e1b� W f eetmI�` P II VIEW E@�d1TCi'I& ALEMSE LL0¢NTEGT f&e@F.`6%tRALN.G. PN_Ew I ss sDne�F a�BaDra s� nNSRVMrtBaN N DMt N7 ° wP�us�LPE E� Besse OF H45�IR9ER8 OFP TNR{T Eg HE94'lit '2 ARTS_IDwNmy'AF'e TefSIY®rvLNk6a rN CH Nll eWusleE €eR&id FEE THE PE�O_RfC @�2vrt16m � mL m6�fibn lDe ilEd ip RE RYR &B� Ralll BR�WR RsnaLC aGE3 R�Oart RaEL fiFlD W.L EEIRB R� Ron SIIfiKt RN Tl0& P1aN. i SiaE fRRBN BGIS4 Ei&tsffd fE.YA'Sl'91i iHtlNPlE62k�m$SM3�BT.Y IIESAEB SE9EH GlS PPlrIIAL IN4T'AILWeW. SHE IS dS 09 T" QRSTEK 1RE8NEilEEERDWN6HH IE IF 16RTS mP Th1696ST FGR9PiF ROS DC ISK`T aff MIT m mINH ICP RNYTgJ INgiLR11S11L1AT RGIN['vPlad FYPn NrMI wMQR LT94"[ 059W ESSEC IN ICORIffiOLISPE lMC IFAMI NO N35 N4 W. DRAW ISTAREE IHER S IN 4 TOMM Y WDR INFO C15 `0 2 PER& LF- RJR! IF MillRUPE sPAXDARDs Y ekRM1 F¢ k R 5 T -R DN HE FT4VRCSnL or ETCH A' arTOR.A USE III VfBIRVIDESO REVISION E19 PIdN EbD.E PUBLIC WORKS REDUCEDASSEMBLY HOT BO FLOW REPARTMENT ASSEMBLY IN HOT BOX VBA DETAIL CJ.1 N.T.S. II< I <,R„D I roI LxRAPPERE US LMS BY I DATE I APPR I 'PEED CRJ 0OxIcasaePrecast' iE1T011 M SCALE: 1IT=1'-0" SORT opauburn.com OIL/WATER SEPARATOR DETAIL TRIPN.T.S. Know what's below. 0 i Call before you dig. 1 Dial 611 HE NA NOR'�w�CENTEL CITY OF ® RENTON Planning/Building/Public Works Dept. 660SA BY WHEN AD OR BE 'UN, I THEREAreIAN A0 TOM LARE's Sir .:lb. I ARMY R.ASEAN N,gym=, Par A.wTE, only CAN Affill All HIGHS A, I DUMP ARE In ME WHAT All CANNOT ENT. .4 WNSAMEN. THE F��G INFORMATION 0 NEITHER UP ON SHISCI. EURTIA, "A Pla EGA FEARS PER SEOUL in W-412602 R-412604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 111108/12/2020 WATER UTILITY M. M itchel 108/05/2020 3209 NE 4TH ST. RENTON, WAS SURFACE WATER UTILITY ifarah 08/05/2020 MEMO] LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) SURVEY MONUMENT RS NOTED) SECTOR CORNER (AS NOTED) • SET REBAR/CAP (LSF45T89) o FOUND REBAR/CAP (AS NOTED) O SET 2 X2" HUB/TACK ONE STAKE 0 MAG/WVF OR LEPD/TACK (AS NOTED) BENCHMARK �y LUMINNRE (LUM) ¢� YARD LIGHT O ORNAMENTAL LIGHT n TRAFFIC SIGNAL UGM 0 POWER METER O POWER POLE ® JUNCEFON BOX (AS NOTED) ED TELEPHONE MANHOLE ❑ CATCH &SIN (CB) ® STORM MANHOLE (SOME) Q SANRARY SEWER MANHOLE ISSUE) 0 CLANGS (AS NOTED) GAS METER W GAS VALVE WATER VALVE WIND P FAUCET �bQ HIRE HYDRANT(FH) / CONNECTION(FOC) ® WATER MANHOLE ® WATER METER BLOW -OFF / ARAI ® MONITOR WELL a SIGN D IRRIGATION SPRINKLER DIRECTIONAL ARROW �. HANDICAP —a— CHNN LINK FENCE —//— WOOD FENCE —o— HOGWIRE FENCE rrr SILT FENCE O METAL/IRON FENCE GUARD RNL/CABLE FENCE — WATER LINE GAS ONE STEAM LINE OA TELEPHONE LINE (ON) OR HUG) P(xg POWER LINE (OH) OR DUG) —SD— STORM UNE EWER LINE CA" ROCKERY KEYSTONE WALL 0 DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE CONCRETE _ GRAVEL/SAND (AS NOTED) ® ASPHALT L[ / 1 BUILDING LINE BOUNDARY & TOPOGRAPHIC SURVEY FOR E Y SON 74 pm Kart INS) W I 2 I ,xO� WIeaxies . ice— �y — —s max% �Psv oEmnWm W � 77 AT iNAS P- NE a A4/ ST) Y s z Yap—Prom—PHox)—IKON) —H"�Wop _ z �Ib ABBREVIATIONS CELLULAR OFF (RF) REFERENCE SURVEYS SPOOF (OH) OVERHEAD OFF DUG) UNDERGROUND OYP) TYPICAL (C) CALCULATED (N) MEASURED HORIZONTAL DATA: HAD 81 WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601 BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BEING NORTH 89'13.18" WEST AS MEASURED BETWEEN CITY OF RENTON MONUMENTS 1502 (N, 1/4 SEC, 16) AND 647 ON 1/16). VERTICAL DATUM: ANW 88 PROJECT BENCHMARK: CITY OF RENTON MONUMENT 1502, BEING A FOUND CONCRETE MONUMENT IN CASE WITH A 1 1/2" BRASS DISK W/ "X", DN. OJ' AT NE 4TH ST & 124TH AVE SE (MONROE AVE NE) ELEV=341.39 FT. HAVD 88) PROCEDURE / NMTRATIVE A FIELD TRAVERSE USING A TOPCON GT1000 AND A TOPCON HIRER HR SUPPLEMENTED WITH MAGNET FIELD SOFTWARE AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-09G DATES Or SURVEYS: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY. 2020. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACCOUNT NUMBER AND ADDRESS: APN 162305-9111 3209 NE 4TH ST CALCULATED AREA: 54,879E S.F. (1.263 AC) SURVEYORS' NOTES: 1. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 3. THIS SURVEY WAS PERFORMED TO ASSIST IN SITE DEVELOPMENT DESIGN. 4. CONTOUR INTERVAL IS 2 FEET, BASED ON DIRECT FIELD OBSERVATIONS. 5, NO EASEMENTS WERE FOUND FOR U/G UTILITY LINES CROSSING SITE IN MULTIPLE AREAS REFERENCE SURVEYS: 1. CITY OF RENTON SP NO. 373-79, REC. NO. 7910049001 s AW 12. NO[`3" IY M rm n6IV I I T I 51I. I I .P a Barghausen Consulting Engineers, Inc. 1821572nd Avenue South Kent, WA98032 425251.6222 barghauaenraom Fmo. it 1 .11:1 LII�`� DIT 2IRRZ:1U.116, SEC. 16, TWN. 23 N, RGE. 5 E, W.M. RENTON, KING COUNTY, WASHINGTON NE 4TH ST (PUBLIC ROW) — JsFFNNI tea,_.-D--. \m m m—w—m—m—m—n FI u FINNISH Is Wvi PIHYAN mn' NNI P( ). PON • .. �.. IS) \ ° SHOW 1 \:�: it MIT P1IuKFOR d •I e.01 07 e mzMI c JOS b SON dnMr OFIOE � l MML WOMPNIFIE.xx� A` e ON , [ z M ms RaSO WIEma� °:q _. Ll F 01 SITE NFMW PoNmFE WOF IN NASA - - - IFIX I ois III IHI W/ DE PROOF W l m PIS P(M HM—RUT NE YYVVa����w °,.zo pNO.W-�„ LEOatL CESCRPnPmres F-� (PER CHICAGO TITLE INSURANCE COMPANY GUARANTEE NUMBER 200739-14CS, DATED FEBRUARY 24, 2020 AT ROOM) /L LOT 4 OF CITY OF RENTON SHORT PLAT NO. 373-79, VICINITY MAP RENTON, WASHINGTON a RECORDED UNDER RECORDING NO 7910049001 RECORDS OF p Ra S p a ' U �I♦ w Z w U) T UJ a > UJI Q Z N 1 0 1 a GIN GaH Fh' PATE APPR �'+� oON KING COUNTY, NOT TO SCALE WASHINGTON. SPECIAL EXCEPTIONS: (PER CMGADO TRUE INSURANCE COMPANY GUARANTEE NUMBER 2007.9-NCS EATS) 5 DEMEANS CMOTIMG, RESTRCTMb, R=CANS, RESERVATIONS, DISEMEN S, FEBRUARE 24, 2020 AT SOD4N) DOEEvT PROASICNS DEDGATOJS, NULLING SE11AC( UNES, NOTES, SLATQ,EMS AND OTHER WHERE, IF ANY, BUT PAINTING ANY COCONUTS OR RESIPoCTIONS, IF 1, EASEMEQ(S) FOR SHE PURPOSE(S) DOWN BEN AND RIGHTS INODENTAL ANY, INC➢CNG BUT NOT UNTIED TO THOSE BNSED OiAA VICE, OCLOR, RUGM, SEX, GRANTED. AS CLAMED IN A & SEXUAL 02EMATION FAI STATUS, MARTAL SAW, DFAGUIY, LANGONE SOUND PCMER & U(Nf WMEAN POINTER lT NATQYN UPON, ANCESTOR, OR SOURCE OF INCOME, AS SET FMM IN AEROSOL NMIS FUG TRANSMISSION LANE PURPOSE: STATE M FEOEINL RECORDING HAS: REMEMBER 18, 19A LAYS, EXCEPT TO THE EXTENT THAT STUD COMMON OR RS ICHM IS PERATTB) RECORDING NO.: 2571TO U' ARTIGUE TAW, AS SET FORTH M CITY CUT AFFECTS: A IURRCN M STUD PREFIXES AND OTHER PPoPEFIY RETURN GULF RAT NO. 3 79 ONSFER WEEKEND SORT RAC): MCCITGAXM(S) M STUD DOCUMENT UY ACtU]EAT: RECORDING NO 791OD49001 RECORDING HATE MAY X 1975 AFFECTS SIDE ANY FAA/ M DACIED ON SHORT RAT ARE 90MT) RECORDED NO.: 75052BO726 (MRCIS SITE 90" G CORRECTS) FOR THE RUEITE(5) DENNIS O1fAY MU NGRS IN]LEMAL 2. IXCEPnMS AND RESERVATIONS COMNNED IN CID WHEREBY THE CRANDM THERETO, AS SPORED IN A DOCUMENT IXCEFS AND RESERVES ALL CL TARS. 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