No preview available
HomeMy WebLinkAboutP_C25000499_Approved Civil PlanT T FOUND 3/4" IRON PIPE FOUND REBAR & CAP "GEO-D 15023" 0.3' S49°W FOUND 1/2" IRON PIPE FOUND REBAR & CAP "GEO-D" LS NO. ILLEGIBLE 12" PVC CULVERT I.E.=489.24' N89°42'25"W 30.00' 30' S88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)489488 489 492 493 491492491492493494491492493493 4944924934 94 496497 49 8 499 4 9 6 49 9 490 4954 9 5 49 5 50 0490 BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)133.61'491 SD SD SD SS SS SS W W SDSD DS DS DS DS DS DS 11+0012+00S S T TN89°42'25"W30.00' 30'S88°04'56"E133.79'(C) 133.74'(R1) 72.00'(C)(R1)S00°17'15"W S88°05'01"E133.79'(C) 133.73'(R1) BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE) 133.61' S87°54'22"E 2620.79' NE 6TH ST1.23' S00°16'54"W493.02'(C) 492.95'(R1)ORCAS AVE NE ORCAS AVE NE327.60'(C) 327.49'(R1) NE 4TH STREETHOQUIAM AVE NENILE AVENUE NEPROJECT SITE CITY OF RENTON HORIZONTAL & VERTICAL CONTROL MONUMENT NO. 1852 SW COR., SEC 11, T.23N, R.5E, W.M. FOUND 3" BRASS DISK WITH PUNCH AT SURFACE 0+00W 1/4 COR., SEC 11, T.23N, R.5E, W.M. CALCULATED POSITION PER (R2)26+34.56Know what's below. before you dig.Call R NORTH TRAN RESIDENCEOWNER / APPLICANT VAN XUAN (VANESSA) TRAN 564 NILE AVE RENTON, WA 98059EMAIL: VANTRANXUAN@YAHOO.COM PHONE: 206-734-0077 CIVIL ENGINEER MOMENTUM CIVIL 1145 BROADWAY, SUITE 115TACOMA, WA 98402 CONTACT: MARC PUDISTS, P.E. EMAIL: MARCP@MOMENTUMCIVIL.COM PHONE: (253) 319-1505 CONTACT: DREW HARRIS, P.E. EMAIL: DREWH@MOMENTUMCIVIL.COMPHONE: (253) 319-1506 SURVEYOR ARCHITECT GEOTECHNICAL ENGINEER UTILITY PURVEYORS / SERVICES STORM:CITY OF RENTON 1055 SOUTH GRADY WAYRENTON, WA 98057 EMAIL: JFARAH@RENTONWA.GOV PHONE: 425-430-7248 SEWER:CITY OF RENTON 1055 SOUTH GRADY WAYRENTON, WA 98057 EMAIL: JSTOWELL@RENTONWA.GOV PHONE: 425-430-7212 WATER:KING COUNTY WATER DISTRICT #9015606 SE 128TH STREET RENTON, WA 98059 EMAIL: INFO@KCWD90.COMPHONE: 425-255-9600 FIRE:RENTON REGIONAL FIRE AUTHORITY] 18002 108TH AVE SERENTON, WA 98055 PHONE: 425-276-9500 POWER:PUGET SOUND ENERGY PO BOX 91269BELLEVUE, WA 98009 EMAIL: CUSTOMERCARE@PSE.COM PHONE: 1-888-225-5773 GAS:PUGET SOUND ENERGY PO BOX 91269BELLEVUE, WA 98009 EMAIL: CUSTOMERCARE@PSE.COM PHONE: 1-888-225-5773 VICINITY MAP GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE CITY OF RENTON PUBLICWORKS FOR REVIEW AND OBTAIN APPROVAL PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY. MOMENTUM CIVIL ASSUMES NO RESPONSIBILITY FOR TRAFFIC CONTROL. 2.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF RENTON STANDARDS. IFCITY OF RENTON STANDARDS DO NOT ADDRESS A PROJECT ELEMENT, THEN THE LATEST VERSION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION SHALLY APPLY UNLESS SUPERSEDED BY THIS PLAN SET, OR AN ORDER OF THEENGINEER OR OWNER. 3.ALL EARTHWORK SHALL BE PERFORMED ACCORDING TO THE RECOMMENDATIONS CONTAINED IN THE PROJECT SPECIFIC GEOTECHNICAL REPORT BY SOUTH SOUND GEOTECHNICAL CONSULTING. 4.CONTRACTOR TO INSTALL IRRIGATION SLEEVING AND ELECTRICAL AND LIGHTING CONDUIT BASED ON LANDSCAPE AND ELECTRICAL/LIGHTING PLANS, RESPECTIVELY. INFORMED LAND SURVEY PO BOX 5137 TACOMA, WA 98415-0137CONTACT: EVAN WAHLSTROM, P.L.S. EMAIL: ADMIN@I-LANDSURVEY.COM PHONE: 253-627-2070 SOUTH SOUND GEOTECHNICAL CONSULTING PO BOX 39500 LAKEWOOD, WA 98496CONTACT: TIMOTHY ROBERTS, P.E. EMAIL: TROBERTS@SSGEOTECHNICAL.COM PHONE: 253-973-0515 SITE INFORMATION PARCEL NUMBER(S): 2739200040 PROJECT ADDRESS: 564 NILE AVE NE, RENTON, WA 98059 PARCEL AREA: 9,629 SF TOTAL, 468 SF R/W DEDICATION, 9,161 SF REMAINDER SITE VOLUME CALCULATIONSCUT VOLUME 246± CY FILL VOLUME 98± CY NET VOLUME 148± CY (CUT) EARTHWORK NOTE: ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED FOR PERMITTING PURPOSES ONLY AND REPRESENT THE FINISH GRADE TO EXISTING GRADE AS SHOWN ON THE PLANS. CONTRACTOR SHALL RELY ONTHEIR OWN ESTIMATES FOR DETERMINING ACTUAL EARTHWORK QUANTITIES. THE VOLUMES LISTED ABOVE DO NOT ACCOUNT FOR STRIPPINGS, IMPORTED SUBGRADE MATERIALS, PAVEMENT DEPTHS, TRENCHING, STRUCTURAL EXCAVATION, EXPANSION/COMPACTION FACTORS, OR ANY SOIL TYPE RESTRICTIONS. DEVELOPMENT TEAM FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR ANY KNOWN SUBSTANCES THATARE TOXIC, HAZARDOUS, DANGEROUS, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE CODE, REGULATION RULE, ORDER, OR STANDARD OF AN AGENCY HAVING JURISDICTION . ALL FILL MATERIAL SHALL BE EARTHEN, BE CAPABLE OF COMPACTION INCOMPLIANCE WITH ASTM D1557, AND BE IN COMPLIANCE WITH THE PROJECT-SPECIFIC GEOTECHNICAL RECOMMENDATIONS. POST-CONSTRUCTION SOIL QUALITY AND DEPTH ALL DISTURBED SOILS THAT ARE TO REMAIN VEGETATED IN THE POST-DEVELOPED CONDITIONSHALL BE AMENDED IN-PLACE TO COMPLY WITH DEPARTMENT OF ECOLOGY BEST MANAGEMENT PRACTICE (BMP) T5.13 EXISTING CONDITIONS VERIFICATION PRIOR TO ANY EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IF ANY CONFLICTS ARE IDENTIFIED. EXISTINGUTILITIES SHALL BE POTHOLED AT THE LOCATION WHERE NEW CONNECTIONS ARE PROPOSED TO VERIFY INVERTS, MATERIALS, SIZE, AND GENERAL CONFORMANCE WITH THESE PLANS. CONTACTPROJECT ENGINEER IF CONDITIONS ARE DIFFERENT THAN ANTICIPATED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY AND GENERAL SITEFEATURES ARE CONSISTENT WITH THESE PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED IMPROVEMENTS. CONTACT PROJECT ENGINEER IF ANY CONFLICTS ARE IDENTIFIED. TOPOGRAPHIC SURVEY DISCLAIMER THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE PLANS HAS BEENPREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MOMENTUM CIVIL CANNOT ENSURE ITS ACCURACY AND THUS IS NOTRESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. TRENCH SAFETY IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR (4) OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETYAND MOMENTUM CIVIL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. ELECTRONIC FILE RELEASE AN AUTOCAD (DWG) DRAWING FILE OF THE PLANS WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST. PLEASE BE AWARE THAT ELECTRONIC FILES ARE FURNISHEDSOLELY FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE IMPROVEMENTS ACCORDING TO THE CONTRACT DOCUMENTS. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SHEET INDEX PG #SHEET #SHEET TITLE 1 C1.0 CIVIL COVER 2 SV1.1 TOPOGRAPHIC SURVEY 3 C2.0 TESC AND DEMOLITION PLAN 4 C2.1 TESC DETAILS 5 C3.0 CIVIL SITE PLAN 6 C3.1 CIVIL SITE DETAILS 7 C3.2 CIVIL SITE DETAILS 8 C4.0 STORM DRAIN PLAN & PROFILE 9 C4.1 STORM DRAIN DETAILS 10 C5.0 GRADING PLAN 11 C6.0 UTILITY PLAN 12 C6.1 UTILITY DETAILS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN CIVIL COVER1TG ARCHITECT 16198 SE 48TH DRIVE BELLEVUE, WASHINGTON 98006CONTACT: THERESA K. GREENE EMAIL: TG.ARCHITECT@COMCAST.NET PHONE: (425) 830-3245 564 NILE AVE NE PROPOSED SURFACE COVERAGE SUMMARY ONSITE OFFSITE TOTAL SURFACE DESCRIPTION (SQ. FT)(ACRE)(SQ. FT)(ACRE)(SQ. FT)(ACRE) NEW + REPLACED PGIS 1,391 0.032 1154 0.026 2545 0.058 NEW + REPLACED NON PGIS 3,156 0.072 236 0.005 3392 0.078 LANDSCAPING 4,445 0.102 432 0.010 4877 0.112 TOTAL DISTURBED AREA 8,992 0.206 1,822 0.042 10,814 0.248 NOTE: THIS PROJECT IS LOCATED WITHIN KC WATER DISTRICT 90 AND IS SUBJECT TO THEIR WATER UTILITY PERMITTING REQUIREMENTS AND REVIEW. 12-16.24 Palst FOUND 3/4" IRON PIPE FOUND REBAR & CAP "GEO-D 15023" 0.3' S49°W FOUND 1/2" IRON PIPE FOUND REBAR & CAP "GEO-D" LS NO. ILLEGIBLE EXISTING RESIDENCE F.F.E.=496.72' CONCRETE CONCRETE DRIVEWAY GARAGE F.F.E.=495.98' EXISTING PLASTIC SHED GRAVEL DRIVEWAY BLOCK LANDSCAPING BORDER WOOD WALL WOOD WALL BLOCK RETAINING WALL BLOCK RETAINING WALL BLOCK STEPS GRAVEL BLOCK WALL BLOCK RETAINING WALL BLOCK RETAINING WALL ASPHALT ROADWAYCENTERLINE OF DITCH 18" PVC CULVERT I.E.=489.24' EDGE OF ASPHALT BLOCK WALL RAISED WOOD PLANTER BLOCK WALL 40" BASKETBALL HOOP FENCE POST PATIO OVERHANG WOOD WALL GATE S FACE OF WOOD WALL 0.2' N S FACE OF WOOD WALL 0.2' N CHAIN LINK FENCE & S FACE OF WOOD WALL ON LINE CHAIN LINK FENCE & S FACE OF WOOD WALL 0.2' N. CHAIN LINK FENCE & S FACE OF WOOD WALL ON S LINE CHAIN LINK FENCE 0.3' W CHAIN LINK FENCE 0.4' W CHAIN LINK FENCE 0.5' W & 0.8' S S FACE BLOCK RET. WALL 0.5' N CHAIN LINK FENCE ON LINE CHAIN LINK FENCE 0.2' N S FACE BLOCK RET. WALL 0.7' N WOOD FENCE 1.8' N N FACE BLOCK RET. WALL 1.3' N N FACE BLOCK RET. WALL 1.1' N WOOD FENCE 1.6' N WOOD FENCE 1.5' N N FACE BLOCK RET. WALL 1.7' N THE PLAT OF GERBER'S ADDITION TO RENTON V. 61, PG. 98 BLOCK 1 LOT 4 APN 2739200040 9,629 SQ. FT. 0.22 ACRES LOT 3 LOT 2 LOT 13 LOT 5 LOT 12 N89°42'25"W 30.00' 30'72.00'(C)(R1)N00°17'35"ES88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)489488 489 492 493 491492491492493494491492493493 49 4492493494 496497 49 8 499 4 9 6 49 9 490 4954 9 5 49 5 5 0 0490 BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)133.61'491 APPROXIMATE WATER LINEPER RECORDS OF C.O.R.APPROXIMATE GAS LINEPER RECORDS OF C.O.R.18'±130' ±200' ±NW COR., SW 1/4, SW 1/4, SEC. 11, T.23N, R.5E, W.M. CALCULATED POSITION FOUND CASED 2" BRASS DISK WITH PUNCH 0.05' W OF CENTERLINE S87°54'22"E NE 6TH ST 1.23'327.60'(C) 327.49'(R1) FOUND CASED 2" BRASS DISK WITH "X" 1.37' W OF CALCULATED INTERSECTION ORCAS AVE NECITY OF RENTON HORIZONTAL & VERTICAL CONTROL MONUMENT NO. 1845 FOUND 1/2" BRASS PLUG IN CONC. MON CATCH BASIN RIM EL=485.43' N 18" PVC I.E.=483.53' S 18" PVC I.E.=483.33' CITY OF RENTON HORIZONTAL & VERTICAL CONTROL MONUMENT NO. 1852 SW COR., SEC 11, T.23N, R.5E, W.M. FOUND 3" BRASS DISK WITH PUNCH AT SURFACE 11 1415 10 SEWER MANHOLE RIM EL=496.99' S,E 8" PVC CENTER CHANNEL I.E.=487.55' (CENTER CHANNEL DEPTH, PIPE DIRECTION, SIZE AND MATERIAL PER RECORDS OF C.O.R.) SEWER MANHOLE RIM EL=482.75' DROP CONNECTION N 8" PVC I.E.=477.11' W 8" PVC I.E.=467.48' (PIPE DEPTH, DIRECTION, SIZE AND MATERIAL PER RECORDS OF C.O.R.) FOUND IRON PIPE (AS SHOWN)PO Box 5137Tacoma, WA 98415-0137LAND SURVEYING • MAPPING • CONSTRUCTION LAYOUTPhone: 253-627-2070admin@i-landsurvey.comwww.i-landsurvey.com564 NILE AVE NERENTON, WA 98059TAX PARCEL NO. 2739200040TOPOGRAPHICSURVEYMOMENTUM CIVIL ENGINEERINGCONSULTANTSNATEAVESTOR LHAMN EGISTERWAREDOFSHING T O 44651STM W9/18/2024TOPOGRAPHIC SURVEY CITY OF RENTON, KING COUNTY, WAR1) THE PLAT OF GERBER'S ADDITION TO RENTON, RECORDED IN VOLUME 61 OF PLATS, PAGE 98 R2) THE PLAT OF WINDWOOD, RECORDED IN VOLUME 195 OF PLATS, PAGES 34-39 R3) RECORD OF SURVEY, RECORDING NO. 20050708900002 R4) RECORD OF SURVEY, RECORDING NO. 198708139001 RECORDS OF KING COUNTY RECORDER'S OFFICE REFERENCE SURVEYS LEGEND A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION11, T23N, R5E, W.M., KING COUNTY, WADRAFTED: JRDATE: 9/18/2024CHECKED: EWFIELD CREW: ESSCALE: 1"=10'JOB NO.: MOMEN-240814FOR:SHT.1OF1SET REBAR & CAP EMW LS #44651 FOUND REBAR & CAP (AS SHOWN) FOUND CASED MONUMENT (AS SHOWN) GAS METER POWER METER POWER POLE W/LIGHT & TRANSFORMER STORM DRAIN CATCH BASIN GATE POST MAIL BOX SEWER MANHOLE COMMUNICATION PEDESTAL TREE STUMP WATER METER CABLE FENCE CHAIN LINK FENCE WOOD FENCE APPROXIMATE GAS PAINT LINE OVERHEAD UTILITY LINE STORM DRAIN LINE EDGE OF VEGETATION SEWER LINE APPROXIMATE WATER PAINT LINE FOUND SECTION CORNER (AS SHOWN) DISTANCE PER REFERENCE(R) DISTANCE AS MEASURED(M) DISTANCE AS CALCULATED(C) GATE POST LOT 4, BLOCK 1, GERBER'S ADDITION TO RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 61 OF PLATS, PAGE 98, IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTION 1. THE PURPOSE OF THIS SURVEY IS TO DETERMINE THE LOCATION OF THE BOUNDARIES AND PROVIDE TOPOGRAPHIC INFORMATION OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A GEOMAX ZOOM 90 2" ROBOTIC TOTAL STATION AND TOPCON HIPER SR GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130. 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 4. THE TITLE REPORT WAS PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, GUARANTEE NUMBER 4202921, DATED SEPTEMBER 6, 2024. 5. FIELD WORK FOR THIS PROJECT WAS PERFORMED IN SEPTEMBER, 2024 AND IS THEREFORE A REFLECTION OF THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET IN SEPTEMBER, 2024. THIS SITE CONTAINS IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF THIS SURVEY. 6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. 7. OVERHEAD UTILITY LINES SHOWN ON THIS MAP ARE INTENDED TO SHOW THE DIRECTION OF THE OVERHEAD UTILITY LINES ONLY AND DO NOT REPRESENT THE ACTUAL WIDTH, NUMBER OR LOCATION OF LINE(S) ON THE UTILITY POLES. 8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE DERIVED FROM MAPPING VISIBLE SURFACE APPURTENANCES AND FROM RECORD DATA WHERE NOTED. THE LOCATION OF UNDERGROUND UTILITIES HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. INFORMED LAND SURVEY ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. CALL 1-800-424-5555 BEFORE YOU DIG. SURVEYOR'S NOTES THE HORIZONTAL DATUM FOR THIS SURVEY IS NAD83(91) WSPC NORTH ZONE, PER TIES TO CITY OF RENTON MONUMENT #1852 FOUND AT THE INTERSECTION OF NE 4TH ST (SE 128TH ST) & 148TH AVE SE AND CITY OF RENTON MONUMENT #1845 FOUND AT THE INTERSECTION OF SE 112TH ST & 148TH AVE SE. THE BEARING BETWEEN SAID MONUMENTS BEING NORTH 00°10'05" EAST AS SHOWN HEREON. HORIZONTAL DATUM/BASIS OF BEARINGS THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88, PER TIES TO CITY OF RENTON BENCHMARK #1852 ELEVATION 454.7704 FEET FOUND AT THE INTERSECTION OF NE 4TH ST (SE 128TH ST) & 148TH AVE SE. UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. CONTOUR INTERVAL=1 FOOT. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATION. CONTOURS FOLLOW NATIONAL MAPPING STANDARDS, ONE-HALF CONTOUR INTERVAL. VERTICAL DATUM CITY OF RENTONC.O.R. FINISHED FLOOR ELEVATIONF.F.E. B24005583 V1 MB T T PMTFOUND 3/4" IRON PIPE FOUND REBAR & CAP "GEO-D 15023" 0.3' S49°W FOUND 1/2" IRON PIPE FOUND REBAR & CAP "GEO-D" LS NO. ILLEGIBLE 12" PVC CULVERT I.E.=489.24' 40" THE PLAT OF GERBER'S ADDITION TO RENTON V. 61, PG. 98 BLOCK 1 LOT 4 APN 2739200040 9,629 SQ. FT. 0.22 ACRES LOT 3 LOT 2 LOT 13 LOT 5 LOT 13 N89°42'25"W 30.00' 30'72.00'(C)(R1)N00°17'35"ES88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)489488 489 492 493 491492491492493494491492493493 49 44924934 94 496497 49 8 499 4 9 6 49 9 490 4954 9 5 49 5 5 0 0490 BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)133.61'491 SDSD SD SD SD SD SD SD SDSSSSSSSSSSSSSS W W W W SSSDSDSD SD S D DS DS DS DS DS DS C+G C+G C+G C+G C+G C+G C+G C+GC+GC+G C+G C+G C+G C+G C+G C+G C+G C+G C+G C+GC+GC+GC+GC+GC+GSFSFSFSF SF SF SF SF SF SF SF SF 1 1 1 1 2 2 5 3 4 6 6 6 6 7 9 8.6% ±8.6% ±7.2% ±5.0% ±10.4% ± 10 11 12 13 TESC AND DEMOLITION LEGEND PROPERTY LINE CLEARING AND GRADING LIMIT FULL DEPTH PAVEMENT SAWCUT LINE PER BMP C152 SILT FENCE PER BMP C233 HIGH VISIBILITY FENCE PER BMP C103 DEMOLITION LINE DEMOLITION AREA STORM DRAINAGE INLET PROTECTION PER BMP C220 OVERLAND SURFACE FLOW EG MAJOR CONTOUR EG MINOR CONTOUR C+G SF INL ET PROTECTION 100 101 CATCH BASIN RIM EL=485.43' N 12" PVC I.E.=483.53' S 12" PVC I.E.=483.33'8 NORTH ( FEET ) 10 10 2050 CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. EXISTING UTILITIES TO BE LOCATED, PROTECTED, AND REPAIRED IN ACCORDANCE WITH RCW 19.122. DEMOLITION NOTES: 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY PURVEYORS REGARDING CONFLICTS, REMOVAL, OR RELOCATION OF EXISTING FACILITIES. 2.CONTRACTOR SHALL PROTECT ALL UTILITIES / STRUCTURES TO REMAIN, AND ADJUST RIMS TO FINISHED GRADE. 3.CONTRACTOR TO POTHOLE AND VERIFY PROPOSED CROSSINGS AND CONNECTIONS WITH EXISTING UTILITIES. VERIFY PIPE SIZE AND INVERTS. NOTIFY ENGINEER OF ANY CONFLICT WITH DESIGN. 4.PROTECT AND PRESERVE ALL ADJACENT IMPROVEMENTS. COORDINATE WITH OWNER/ENGINEER IF CONFLICTS EXIST OR CONDITIONS ARE DIFFERENT THAN SHOWN. 5.PROTECT AND PRESERVE ALL SITE IMPROVEMENTS NOT DESIGNATED FOR DEMOLITION. THIS TEMPORARY EROSION AND SEDIMENT CONTROL (T.E.S.C.) PLAN REPRESENTS A MINIMAL LEVEL OF BMPS ANTICIPATED FOR THIS SITE. THE CONTRACTOR SHALL MODIFY THIS T.E.S.C. PLAN AS NECESSARY TO FULFILL ALL THE REQUIREMENTS OF THE SITE SPECIFIC CONSTRUCTION STORM WATER PERMIT. 1.MARK CLEARING AND DEMOLITION LIMITS. 2.INSTALL INLET PROTECTION AROUND EXISTING STORM DRAIN INLETS. 3.INSTALL SILT FENCES, SEDIMENT TRAPS, AND CONSTRUCTION FENCES ON THE SITE. 4.INSTALL PERMANENT STORMWATER CONVEYANCE SYSTEM. INSTALL INLET PROTECTION IN STRUCTURES AS THEY ARE INSTALLED. 5.BEGIN DEMOLITION. 6.GRADE SITE. 7.INSTALL UTILITIES, IRRIGATION SLEEVES, CURBS AND GUTTERS. 8.PREPARE SITE FOR PAVING. 9.PAVE SITE. 10.COMPLETE PAVING AND PERMANENTLY STABILIZE THE SITE. 11.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE IS PERMANENTLY STABILIZED. RECOMMENDED CONSTRUCTION SEQUENCE 1.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2.THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3.A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. 7.THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. 8.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10.CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. 11.DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12.DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. SILT FENCE NOTES TESC AND DEMOLITION KEYNOTES CLEARING AND GRADING LIMIT SILT FENCE PER DETAIL 214.00 ON SHEET C2.1. ADD "J HOOKS" EVERY 50 LINEAR FEET TO CAPTURE SILTATION. FULL DEPTH PAVEMENT SAWCUT LINE ONE FOOT FROM EDGE OF EXISTING PAVEMENT. SAWCUT LINE SHALL BE CLEAN AND TACK COATED PRIOR TO NEW PAVEMENT INSTALLATION. INSTALL HIGH VISIBILITY CONSTRUCTION FENCING TO PROTECT EXISTING TREES TO REMAIN. SEE ARCHITECTURAL SITE PLAN FOR TREES TO BE RETAINED OR REMOVED. CONTRACTOR TO CONSULT WITH ARBORIST IF ANY ROOT SYSTEMS ARE DISTURBED DURING CONSTRUCTION. EXISTING GRAVEL DRIVEWAY TO BE USED FOR CONSTRUCTION ENTRANCE. REMOVE EXISTING WOOD WALLS, BLOCK WALLS, AND BLOCK STEPS. REMOVE EXISTING BUILDING, SHED, AND CONCRETE PAD AREAS. INSTALL INLET PROTECTION PER DETAIL 216.30 ON SHEET C2.1 FOR ALL DOWNSTREAM INLETS WHICH RECEIVE RUNOFF FROM PROJECT SITE. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR REMOVAL OF EXISTING UTILITY CONNECTIONS AND RECONNECTION TO NEW RESIDENCE. REMOVE EXISTING SEPTIC SYSTEM PER KING COUNTY HEALTH DEPARTMENT GUIDELINES. PER THE KING COUNTY STORMWATER POLLUTION PREVENTION MANUAL, ACTIVITY SHEET A-31, A PARKING AREA SHALL BE DESIGNATED FOR CONTRACTORS AND SPILL CONTAINMENT PROCEDURES FOLLOWED IF EQUIPMENT WILL BE LEFT ONSITE. CONCRETE HANDLING/WASHOUT CONTAINMENT AREA PER THE CITY OF RENTON SURFACE WATER DESIGN MANUAL BMP D.2.2.1 AND D.2.2.2. COORDINATE WITH OWNER AND POSTAL SERVICE FOR RELOCATION OF MAIL BOX. 1 2 3 4 5 6 7 8 9 10 11 12 13 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN TESC AND DEMOLITION PLAN3NOTE: DEPENDING ON SITE CONDITIONS, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE SITE INSPECTOR. NOTE: PROVIDE PLASTIC COVERING PER DETAIL 213.30 ON SHEET C2.1 FOR ANY STOCKPILED MATERIALS. 12-16.24 Palst CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN TESC DETAILS412-16.24 Palst T T N89°42'25"W 30.00' 30' S88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)133.61'6.50' 0.50' 8.00' 5.00' 1.00' 6.50'16.00'6.00'11+0012+00START STA: 11+10.44 OFF: 22.50' R1 END STA: 11+82.44 OFF: 22.50' R1 2 3 4 R11.18'R6.00'R3.00'R4.20'R3.00'51.67'10.16'31.53'22.67'38.14'1.00'5 6 3.14'16.76'3.23'7 8 10.16'10.16'25.74' 29.27'10.14'10.14'30.00' 22.00' 30.00'5.19'19.12' 18.27'4.14'37.15' 6.39' 6.43'6.50'24.22'28.27'14.64'CIVIL LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY DEDICATION LINE BUILDING FOOTPRINT CEMENT CONCRETE PAVEMENT CEMENT CONCRETE SIDEWALK HMA PAVEMENT LANDSCAPING C3.2 2 C3.1 102 C3.2 1 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN CIVIL SITE PLAN5NORTH ( FEET ) 10 10 2050 CIVIL KEYNOTES CEMENT CONCRETE CURB AND GUTTER PER DETAIL 101 ON SHEET C3.1. CEMENT CONCRETE DRIVEWAY ENTRANCE PER DETAIL 104.2 AND 104.3 ON SHEET C3.1. CEMENT CONCRETE BLOCK WALL. HEIGHT VARIES FROM 1-3 FEET TALL. SEE GRADING PLAN ON SHEET C5.0 FOR WALL ELEVATIONS. CEMENT CONCRETE SIDEWALK PER DETAIL 102 ON SHEET C3.1. PATCH AND OVERLAY PAVEMENT REMOVED FOR UTILITY TRENCHING PER DETAIL 110 ON SHEET C3.1. RAIN GARDEN. SEE SHEET C4.0. EXISTING LANE EDGE PAVEMENT MARKING TO REMAIN. WSDOT TYPE 3 BARRICADE, 48" WIDE, PER WSDOT STANDARD PLAN K-80.20-00 ON SHEET C3.2. 1 2 3 4 5 6 7 8 12-16.24 Palst CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN CIVIL SITE DETAILS6NOTE: FOR ALL CONCRETE SUBJECT TO VEHICULAR TRAFFIC, USE PAVEMENT SECTION SHOWN IN DETAIL 2 ON SHEET C3.2. 10.17.24 Mare Pust B24005583 V1 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN CIVIL SITE DETAILS7CEMENT CONCRETE (4000PSI) - CONTROL JOINTS AND EXPANSION JOINTS PER AMERICAN CONCRETE INSTITUTION RECOMMENDATIONS. IN NO CASE SHALL ANY PANEL EXCEED 10' X 10' CRUSHED SURFACING TOP COURSE (CSTC) COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 SUBGRADE COMPACT 12" MIN DEPTH TO 95% MAX DRY DENSITY PER ASTM D1557 10-GAUGE WIRE MESH 6"x6" GRIDREINFORCEMENT AT MID-SLAB 4" 4" PROVIDE BROOM FINISH 1.CONCRETE PAVEMENT CONSTRUCTION SHALL CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 5-05 AND CURRENT AMERICAN CONCRETE INSTITUTE (ACI) REQUIREMENTS EXCEPT AS NOTED HEREIN. 2.MINIMUM STRENGTH OF CONCRETE SHALL BE AS FOLLOWS: TYPE 28-DAY COMPRESSIVE 14-DAY FLEXURAL CURBS/SIDEWALKS 4,000 PSI N/A (GENERAL) PAVEMENT SUBMIT PER 5-05.3 (1)650 PSI 3.MAXIMUM WATER/CEMENT RATED (W/C) SHALL BE 0.55 FOR GENERAL CONCRETE AND 0.44 FOR HEAVY DUTY PAVEMENT. MINIMUM CEMENTITIOUS MATERIAL SHALL BE 564 LBS/CY. USE 1½" MINUS COARSE AGGREGATE FOR CONCRETE SIX INCHES THICK AND GREATER; USE 3/4" MINUS COARSE AGGREGATE FOR THINNER SECTIONS. ALL HEAVY DUTY CONCRETE PAVEMENT SHALL BE FIBER-REINFORCED AND BE AIR-ENTRAINED (5%± 1%), 4.UNLESS APPROVED OTHERWISE IN WRITING BY THE ENGINEER, ALL CONCRETE PAVING/SLABS ON GRADE SHALL BE BOUND BY SAWCUT CONTROL JOINTS, CONSTRUCTION JOINTS OR EXPANSION JOINTS. THE MAXIMUM JOINT SPACING IS 12 FEET FOR A 6" SLAB AND 8 FEET FOR A 4" SLAB. THE MAXIMUM RATIO OF LENGTH TO WIDTH ON ANY PANEL SHALL BE LESS THAN 1.5. ALL CONTROL AND EXPANSION JOINT SPACING AND CONFIGURATION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE GUIDELINES. 5.FIBER REINFORCED CONCRETE SHALL CONTAIN 1.5 POUNDS PER CUBIC YARD "FIBERMESH 300" POLYPROPYLENE FIBERS BY PROPEX CONCRETE SYSTEMS, OR APPROVED EQUIVALENT. ADD TO CONCRETE MIX PER THE MANUFACTURER'S INSTRUCTIONS. FIBERS SHALL CONFORM TO ASTM C1116, TYPE II. 6.AT DRAINAGE STRUCTURES, MANHOLES, VAULTS, AND OTHER OBSTRUCTIONS WITHIN CONCRETE PAVING/SLABS, AN ISOLATION JOINT WITH PRE-MOLDED JOINT FILLER SHALL BE PLACED PER WSDOT SPECIFICATION SECTION 9-04.1(2). 7.JOINT SEALANT SHALL BE DOW CORNING "890-SL" OR APPROVED EQUAL. 8.EPOXY SHALL BE SIMPSON "SET-XP" OR APPROVED EQUAL. 9.ALL EPOXY BOLTS AND RODS SHALL HAVE ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. INSTALLATION PER MANUFACTURER'S DIRECTIONS. 10.ONE YEAR AFTER PROJECT COMPLETION CONTRACTOR AND OWNER REPRESENTATIVES SHALL INSPECT SLAB FOR CRACKS. ALL CRACKS GREATER THAN 0.06" SHALL BE CLEANED AND REPAIRED WITH EPOXY INJECTION. CURLED EDGES SHALL BE GROUND DOWN. ROCKING SLABS / SETTLEMENT SHALL BE REPAIRED WITH PRESSURE SLAB JACKING. CONCRETE NOTES MATCH EXISTING (6" MIN.) NOTES: 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2.THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF ROLL AND COMPACT TO 95% MAX DRY DENSITY PER ASTM D1557. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. 3.ALL JOINTS BETWEEN THE NEW AND EXISTING ASPHALT PAVEMENT SHALL BE SEALED WITH HOT ASPHALT OR ASPHALT EMULSION AND COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. EXISTING SURFACES SHALL BE PREPARED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 5-04.3(4) PRIOR TO PLACING ANY NEW PAVEMENT SURFACES. 4.ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 12" GRAVEL BASE PER WSDOT STD SPEC 9-03.10 (EXISTING SOILS MAY BE USED IF THEY MEET THIS SPECIFICATION). COMPACT SUBGRADE TO 95% MAX DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557) HMA CLASS 1/2", PG 58H-22 OR PG 64-22, INSTALL IN LIFTS NOT EXCEEDING 3-INCHES CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3)MATCH EXISTING (6" MIN.) SCALE: NTS CONCRETE PAVEMENT SECTION2 SCALE: NTS HMA TYPICAL SECTION (NILE AVENUE)1 NOTE: USE THIS PAVEMENT SECTION FOR ALL CONCRETE SUBJECT TO VEHICULAR TRAFFIC. 12-16.24 Palst T T N89°42'25"W 30.00' S88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)489488 489 492 491492493493 49 4492493494 496497 49 8 499 4 9 6 49 9 490 4954 9 5 49 5 50 0 BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)491 W W W W DS DS DS DS DS DS 11+004 9 5 492 493494496 490 491492492492493493493494490 489 491 49 5 496 497498 GARAGE FFE 495.00 MAIN FLOOR FFE 497.00 2+52. 0 8 0+00 1+00 2+00IE: 493.55, 4" PVC (Out-S) IE: 493.55, 4" PVC (In-N) STA: 1+96.52; 0.00' RIM: 496.48 YD3, Yard Drain IE: 493.22, 4" PVC (Out-S) IE: 493.22, 4" PVC (In-N) STA: 1+63.63; 0.00' RIM: 496.29 YD2, Yard Drain IE: 493.97, 4" PVC (Out-E) IE: 493.97, 4" PVC (In-S) STA: 2+38.60; 0.00' RIM: 495.94 YD4, Yard Drain 45° BEND STA: 2+42.37, OFF: 0.00' IE: 494.00 45° BEND STA: 2+06.10, OFF: 0.00' IE: 493.64 45° BEND STA: 2+03.27, OFF: 0.00' IE: 493.61 STA: 0+40.62; 0.00' RIM: 492.50IE: 488.79 6" PVC (Out-W) OVERFLOW, 6" BIRD CAGE IE: 492.38, 4" PVC (Out-W) IE: 492.38, 4" PVC (In-E) STA: 0+79.96; 0.00' RIM: 494.04 YD1, Yard Drain 45° BEND STA: 1+47.05, OFF: 0.00' IE: 493.05 45° BEND STA: 1+42.81, OFF: 0.00' IE: 493.01 RAIN GARDEN INLET IE: 492.10 RAIN GARDEN INLET STA: 0+52.00, OFF: 0.00' IE: 492.10 45° BEND STA: 0+70.68, OFF: 0.00' IE: 492.29 2 SANITARY SEWER LINE (SEE SHEET C6.0) STA: 0+08.37; 0.00' RIM: 489.92IE: 487.50 6" PVC (In-E) IE: 487.54 12" EX PVC (In-N) IE: 487.46 12" EX PVC (Out-S) CB1, CB Type 1 - Solid Lid 3 3 3 3 3 3 1 4"∅ PVC 10LF 1.00% 4"∅ PVC 4LF 1.00%4"∅ PVC 33LF 1.00%4"∅ PVC 3LF 1.00% 4"∅ PVC 7LF 1.00%4"∅ PVC 33LF 1.00%4"∅ PVC 17LF 1.00%4"∅ PVC 4LF 1.00% 4"∅ PVC 63LF 1.00% 4"∅ PVC 9LF 1.00% 4"∅ PVC 10LF 1.00% 6"∅ PVC 32LF 4.00% 4"∅ PVC IE = 494.10 4 " ∅ P V C 1 9 L F 1 . 0 0 % 4"∅ PVC IE = 492.20 STORM DRAIN LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY DEDICATION LINE BUILDING FOOTPRINT EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR CATCH BASIN TYPE 1 / YARD DRAIN FLOWLINE STORM DRAINAGE PIPE WATER SERVICE LINE SEWER CLEANOUT SEWER SERVICE LINE CEMENT CONCRETE PAVEMENT CEMENT CONCRETE SIDEWALK HMA PAVEMENT LANDSCAPING W W 19 20 19 20 Horz. Scale: 1" = 10' | Vert. Scale: 1" = 2.5' STORM (STA: 0+00 TO 2+75) 485 487.5 490 492.5 495.0 497.5 500 485 487.5 490 492.5 495.0 497.5 500 0+00 1+00 2+00 2+75EG 493.0±FG 490.78EG 494.2±FG 492.00EG 494.5±FG 493.94EG 495.2±FG 494.45EG 495.8±FG 495.44EG 497.4±FG 496.15EG 498.4±FG 496.54EG 499.4±FG 496.34EG 496.1±FG 496.15EG ±FG 496.474"∅ PVC 10LF 1.00%4"∅ PVC 4LF 1.00% 4"∅ PVC 33LF 1.00% 4"∅ PVC 3LF 1.00% 4"∅ PVC 7LF 1.00% 4"∅ PVC 33LF 1.00%4"∅ PVC 17LF 1.00% 4"∅ PVC 4LF 1.00% 4"∅ PVC 63LF 1.00% 4"∅ PVC 9LF 1.00% 6"∅ PVC 32LF 4 . 0 0 % YD3, Yard Drain IE: 493.55, 4" PVC (Out-S) IE: 493.55, 4" PVC (In-N) STA: 1+96.52; 0.00' RIM: 496.48 YD2, Yard Drain IE: 493.22, 4" PVC (Out-S) IE: 493.22, 4" PVC (In-N) STA: 1+63.63; 0.00' RIM: 496.29 YD4, Yard Drain IE: 493.97, 4" PVC (Out-E) IE: 493.97, 4" PVC (In-S) STA: 2+38.60; 0.00' RIM: 495.94 45° BEND STA: 2+42.37, OFF: 0.00' IE: 494.00 45° BEND STA: 2+06.10, OFF: 0.00' IE: 493.64 45° BEND STA: 2+03.27, OFF: 0.00' IE: 493.61 OVERFLOW, 6" BIRD CAGE IE: 488.79, 6" PVC (Out-W) STA: 0+40.62; 0.00' RIM: 492.50 YD1, Yard Drain IE: 492.38, 4" PVC (Out-W) IE: 492.38, 4" PVC (In-E) STA: 0+79.96; 0.00' RIM: 494.04 45° BEND STA: 1+47.05, OFF: 0.00' IE: 493.05 45° BEND STA: 1+42.81, OFF: 0.00' IE: 493.01 RAIN GARDEN INLET STA: 0+52.00, OFF: 0.00' IE: 492.10 4"∅ PVC IE = 494.10 EG @ PIPE CLFG @ PIPE CL EG @ PIPE CL FG @ PIPE CL EL 492.00 EL 493.002' MIN. EL 492.50 4"∅ PVC 19LF 1.00% 2 45° BEND STA: 0+70.68, OFF: 0.00' IE: 492.29 (2) 45° VERT. BENDS 1 ROW DEDICATION LINE4" THICK CONCRETE SIDEWALK CB1, CB Type 1 - Solid Lid IE: 487.46, 12" EX PVC (Out-S) IE: 487.50, 6" PVC (In-E) IE: 487.54, 12" EX PVC (In-N) STA: 0+08.37; 0.00' RIM: 489.92 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN STORM DRAIN PLAN & PROFILE8NORTH ( FEET ) 10 10 2050 STORM DRAIN KEYNOTES INSTALL NEW TYPE 1 CATCH BASIN PER DETAIL 200.00 AND 202.00 ON SHEET C4.1. CONTRACTOR TO POTHOLE AND VERIFY DEPTH, LOCATION AND SIZE OF EXISTING STORM DRAIN PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IN CASE OF DISCREPANCY. RAIN GARDEN PER DETAIL 260.00 AND 260.10 ON SHEET C4.1. RAIN GARDEN SHALL HAVE A MINIMUM PONDING AREA OF 220 SQUARE FEET AT 6" ABOVE POND BOTTOM (TOP OF WATER ELEVATION). CONFIRM DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS. CONNECT ALL DOWN SPOUT TO YARD DRAIN LINE WITH APPROPRIATE DOWNSPOUT ADAPTER. 1 2 3 12-16.24 Palst CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN STORM DRAIN DETAILS912-16.24 Palst T T N89°42'25"W 30.00' 30' S88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)489488 489 492 493 491492491492493494491492493493 49 4492493494 496497 49 8 499 4 9 6 49 9 490 4954 9 5 49 5 5 0 0490 BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)133.61'491 11+0012+004 9 5 492 493494496 490 491492492492493493493490 489 491 49 5 496 497498 TW 498.04 TW/ME 498.36 TW/ME 499.45 TW/ME 499.64TW/ME 499.09 BW 497.54 BW 496.36 BW 496.36 BW 496.44BW 496.17 TW/ME 497.84BW/ME 496.87 FG 496.50 FG 496.76 FG 496.86 FG 496.86 FG 496.96 FG 496.96 FG 496.86 FG 496.50 FG 496.50 FG 496.50 BW 496.50 FG 496.92 FG 496.96 FG 496.96 BW 495.32 FG 495.00 FG 494.96FG 494.50 FG 494.50FG 494.50 FG 494.50FG 494.50 FG 494.50 FG 494.96FG 494.96 FG 494.89FG 494.89 FG 494.50 RIM 494.04FL 493.86 RIM 496.29 RIM 496.10 RIM 495.94 FG 496.82 FG 496.76 BW 495.00 BS 494.95 BS 494.95 TW 496.86 TW 496.86 TW 496.92 TS 496.89 TS 496.89 FG 494.51 FG 494.96 FG 494.09 FG 491.72 FG 492.45 FG 492.62FG 492.52 TC 492.43 TC 491.18 FG 489.49FG 489.39 ME 488.61± ME 491.91± TC 489.13BC 488.63 BC 491.93 BC 490.68 TC 491.13BC 490.96 TC 491.86BC 491.69 FG 494.78 FG 495.20 FG 495.90 4.6%6.2%2.0% 2.0%2.0% 6.2%2.0% FG 491.62 8.5% 4. 3 %4.0%9.2%9.2%2.5%4.0%3.0%0.8%2.0%2.0%2.0%3.7% FL 496.06 FL 496.14 BW 496.51 1.0%1.0%1.0% FL 494.12 1.0% 2.0% 1.5% 1.5% 1.5% FG 492.35 2.0% 2.0% 2.0% 2.0% GARAGE FFE 495.00 MAIN FLOOR FFE 497.00 6.6%11.2%8.7%5.8% 5.1% 8.1% 8.4%8.9%7.0%11.3% 16.7% 19.6% 21.7% 25.4% 14.9% BW 492.47 ME 494.36±ME 495.27±ME 495.43±ME 496.19±ME 497.17± ME 489.91± ME 498.00± ME 495.84±ME 495.23± ME 492.51± ME 494.35± 1 TW 498.90 1.0%1.0%2.1% 3 3 3 FG 493.00 FG 492.00 FG 493.00 TW/ME 493.40 BW/ME 492.07 MAX. 2.5H:1 V MAX. 2.5H:1V CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN GRADING PLAN10NORTH ( FEET ) 10 10 2050 GRADING KEYNOTES MAINTAIN EXISTING GRADES IN THIS AREA TO PROTECT EXISTING TREE ROOT ZONES. CONTACT ARBORIST IF TREE ROOTS ARE DISTURBED DURING CONSTRUCTION. REBUILD EXISTING BLOCK WALL AS NECESSARY. GRADE REAR YARD AND SIDE YARDS TO DRAIN TO YARD DRAINS. 1 2 3 2 100 100 GRADING LEGEND 101 101 FG MAJOR CONTOUR FG MINOR CONTOUR EG MAJOR CONTOUR EG MINOR CONTOUR NOTE: ALL SPOT ELEVATIONS SHOWN ARE EXTERIOR TO STRUCTURE UNLESS OTHERWISE NOTED. NO SPOT ELEVATIONS ON THE CIVIL PLANS ARE INTENDED TO SPECIFY GRADES WITHIN BUILDINGS/STRUCTURES. EXISTING GRADE MATCH EXISTING FINISH GRADE TOP OF CURB BOTTOM OF CURB TOP OF STEP BOTTOM OF STEP TOP OF WALL BOTTOM OF WALL FLOWLINE EG 100.0± ME 100.0± FG 100.00 TC 100.00 BC 100.00 TS 100.00 BS 100.00 TW 100.00 BW 100.00 FL 100.00 12-16.24 Palst T T N89°42'25"W 30.00' S88°04'56"E 133.79'(C) 133.74'(R1)72.00'(C)(R1)S00°17'15"WS88°05'01"E 133.79'(C) 133.73'(R1)489489 492 491492493493 49 4492493494 496497 49 8 499 4 9 6 49 9 490 4954 9 5 49 5 5 0 0 BASIS OF BEARINGSN00°10'05"E(C.O.R.)5266.74'(M)S00°17'35"W1182.44'NILE AVE NE(148TH AVE SE)491 W W W W DS DS DS DS DS DS49 5 4 9 2 493494496 490 4914924 9 3 490 489 491 49 5494 496 497498 GARAGE FFE 495.00 MAIN FLOOR FFE 497.00 1+50 0+00 1+00 STA: 1+13.46; 0.00' RIM: 495.22IE: 489.60 4" PVC (Out-W) SSCO2, SSCO STA: 0+64.10; 0.00' RIM: 492.10IE: 486.80 6" PVC (In-E) IE: 486.80 6" PVC (Out-W) SSCO1, SSCO 6" X 4" REDUCER STA: 0+67.10, OFF: 0.00' IE: 486.96 IE: 483.01, 6" PVC (In-E) STA: 0+10.00; 0.00' MAIN CONNECTION, 8" X 6" TEE IE: 490.74, 4" PVC (Out-N) IE: 490.74, 4" PVC (In-S) STA: 1+35.38; 0.00' RIM: 494.94 SSCO3, SSCO 45° BEND STA: 1+15.46, OFF: 0.00' IE: 489.64 4" X 4" WYE STA: 1+11.46, OFF: 0.00' IE: 489.49 6"∅ PVC 54LF 7.00% 6"∅ PVC 3LF 5.50% 4"∅ PVC IE = 490.85 4"∅ PVC 25LF 5.50% 4"∅ PVC 46LF 5.50% MIN. 10' CLEAR 3 EXISTING 8" PVC SANITARY SEWER1 2 UTILITY LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY DEDICATION LINE BUILDING FOOTPRINT EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR CATCH BASIN TYPE 1 / YARD DRAIN FLOWLINE STORM DRAINAGE PIPE WATER SERVICE LINE SEWER CLEANOUT SEWER SERVICE LINE CEMENT CONCRETE PAVEMENT CEMENT CONCRETE SIDEWALK HMA PAVEMENT LANDSCAPING W W 19 20 19 20 Horz. Scale: 1" = 10' | Vert. Scale: 1" = 2.5' SEWER SERVICE (STA: 0+00 TO 1+50) 480 482.5 485.0 487.5 490 492.5 495.0 497.5 500 480 482.5 485.0 487.5 490 492.5 495.0 497.5 500 0+00 1+00 1+50EG ±FGEG 491.4±FG 491.38EG 494.4±FG 493.19EG 495.5±FG 494.96EG ±FG 494.914"∅ PVC 2LF 5.50% 4"∅ PVC 2LF 5.50% 6"∅ PVC 5 4 L F 7 . 0 0 % 6"∅ PVC 3LF 5.50% 4"∅ PVC 3LF 5.50% IE: 489.60 4" PVC (Out-W) STA: 1+13.46; 0.00' RIM: 495.22 SSCO2, SSCO SSCO1, SSCO IE: 486.80, 6" PVC (Out-W) IE: 486.80, 6" PVC (In-E) STA: 0+64.10; 0.00' RIM: 492.10 6" X 4" REDUCER STA: 0+67.10, OFF: 0.00' IE: 486.96 MAIN CONNECTION, 8" X 6" TEE IE: 483.01, 6" PVC (In-E) STA: 0+10.00; 0.00' RIM: 483.55 SSCO3, SSCO IE: 490.74, 4" PVC (Out-N) IE: 490.74, 4" PVC (In-S) STA: 1+35.38; 0.00' RIM: 494.94 45° BEND STA: 1+15.46, OFF: 0.00' IE: 489.64 4" X 4" WYE STA: 1+11.46, OFF: 0.00' IE: 489.49EX GAS STA: 0+16 IE: UNKNOWN EX WATER STA: 0+38 IE: UNKNOWN EX STORM 12" DIA STA: 0+47.80 IE: 488.56 EX SEWER 8" DIA STA: 0+10.00 IE: 482.93 EG @ PIPE CLFG @ PIPE CL EG @ PIPE CL FG @ PIPE CL BUILDING CONNECTION 4"∅ PVC IE = 490.85 4"∅ PVC 46L F 5 . 5 0 % 4"∅ PVC 25 L F 5 . 5 0 %18" MIN.ROW DEDICATION LINEGARAGE FFE 495.00 2 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN UTILITY PLAN11NORTH ( FEET ) 10 10 2050 UTILITY KEYNOTES RECONNECT TO EXISTING WATER METER WITH 60 LF OF 1-INCH POLY PIPE PER DETAIL 320.1 ON SHEET C6.1. NEW WATER SERVICE SHALL BE PLACED SO AS NOT TO CROSS THROUGH RAIN GARDEN. CONNECT TO EXISTING 8" PVC SEWER WITH 8" X 6" TEE AND INSTALL SIDE SEWER AND BUILDING SEWER PER DETAIL 406.1 AND 406.2 ON SHEET C6.1. RECONNECT NEW BUILDING TO EXISTING GAS, ELECTRIC, AND COMMUNICATION SERVICES. 1 2 3 12-16.24 Palst CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRAN RESIDENCEVAN XUAN (VANESSA) TRAN UTILITY DETAILS1210.17.24 Mare Pust B24005583 V1