Loading...
HomeMy WebLinkAboutEX_06_P_CIVIL_CONSTRUCTION_PLANS_230721_V2FIRE L A N E N O P A R KI N G FIRE L A N E N O P A R KI N G STORM DRAINAGE STRUCTURE TABLE ID CB #1 CB #2 CB #3 CB #4 CB #5 CB #6 CB #7 CB #8 CB #9 DESCRIPTION TYPE I TYPE I TYPE I TYPE I TYPE I TYPE I TYPE 2 TYPE I TYPE I RIM ELEV EL 306.21 EL 314.10 EL 317.67 EL 324.85 EL 333.51 EL 345.11 EL 354.83 EL 302.18 EL 314.58 PIPE INVERT 12" (E) LCPE IE=302.54 12" (N) LCPE IE=302.54 12" (E) LCPE IE=311.00 12" (W) LCPE IE=310.90 12" (E) LCPE IE=314.67 12" (W) LCPE IE=314.67 12" (E) LCPE IE=321.75 12" (W) LCPE IE=321.95 12" (W) LCPE IE=330.41 12" (NW) LCPE IE=341.60 12" (E) LCPE IE=341.60 12" (W) LCPE IE=349.02 12" (E) LCPE IE=300.63 12" (S) LCPE IE=300.63 12" (E) LCPE IE=312.18 12" (W) LCPE IE=312.18 12" (E) LCPE IE=315.99 STORM DRAINAGE STRUCTURE TABLE ID Structure - (646) Structure - (647) Structure - (671) DESCRIPTION SDMH TYPE 2 CB-TYPE 1 SDMH TYPE 2 RIM ELEV EL 307.91 EL 307.41 EL 305.30 PIPE INVERT 12" (NW) EX CMP IE=302.95 12" (NE) EX CMP IE=302.95 12" (SW) EX CMP IE=303.06 12" (NE) RCP IE=303.24 12" (SW) RCP IE=303.63 SE GRANT CIRCLE SE GRANT CIRCLE GRANT AVE S PRIVATE ALLEY 16' 16' 12' 4' 4' 16' 20' 20' PRIVATE ALLEY ACCESS & PUBLIC UTILITY EASEMENT 20' PRIVATE ALLEY ACCESS & PUBLIC UTILITY EASEMENT 8' 18' 5' 20' 1.5' ROW DEDICATION 10' STORM DRAINAGE EASEMENT 15' UTILITY EASEMENT SITE CLIENT/ DEVELOPER: ############# ######################## ########################## ################## CIVIL ENGINEER: DEAN FURR, P.E. FURR ENGINEERING SERVICES PLLC 4715 142ND PL SW UNIT#B EDMONDS, WA 98026 (206) 890-8291 furrengineering@gmail.com SURVEYOR: TIM GRIFFIN TYEE SURVEYORS 10007 GREENWOOD AVE. N SEATTLE, WA 98133 PHONE: (206) 525-3660 SITE INFORMATION: ADDRESS:1600 GRANT AVE S PARCEL NUMBER:202305-9052 ZONING:RM-F PARCEL AREA:92,051 SF (2.11AC) DISTURBED AREA:89,451 SF (2.05 AC) EXISTING IMPERVIOUS AREA: 3,900 SF (0.09 AC) GROSS NEW IMPERVIOUS AREA:58,866 SF (1.35 AC) NET NEW IMPERVIOUS AREA:54,966 SF (1.26 AC) BUILDING AREAS: BUILDING 1 3,284 SF BUILDING 2 2,723 SF BUILDING 3 2,723 SF BUILDING 4 3,284 SF BUILDING 5 3,284 SF BUILDING 6 2,723 SF BUILDING 7 2,723 SF BUILDING 8 3,284 SF TOTAL 24,028 SF BUILDING COVERAGE:26% UTILITY PURVEYORS: WATER CITY OF RENTON SEWER CITY OF RENTON STORMWATER CIYT OF RENTON LEGAL DESCRIPTION: AN UNDIVIDED ON-HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EAST LINE OF SAID SUBDIVISION AT A POINT WHICH IS SOUTH 00°08'49'' WEST 475.79 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE NORTH 00°08'49'' EAST 158.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 654.50 FEET; THENCE SOUTH 26°18'57'' EAST TO THE INTERSECTION WITH A LINE EXTENDING WESTERLY THROUGH THE SAID POINT OF BEGINNING AND PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION; THENCE EAST ALONG SAID EXTENDED LINE TO THE POINT OF BEGINNING; EXCEPTION THEREFROM A STRIP OF LAND 30 FEET WIDE, PARALLEL WITH AND ADJOINING THE WESTERLY LINE OF SAID TRACT, FOR ROAD PURPOSES; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL # 2023059052 MERIDIAN: ASSUMED DATUM: NAVD 88 BENCHMARKS: ORIGINAL BM:FOUND BRASS DISK IN CONCRETE IN THE INTERSECTION OF S 18TH ST AND GRAND AVE S. WGS POINT DESIGNATION : RENT787. NORTHING = 172,295.95 EASTING = 1,302,573.67 ELEV. = 317.57 TBM - A:SET MAG NAIL IN SEAM 2' WEST OF TOP BACK CURB ON WEST SIDEWALK OF GRANT AVE S. ELEV. = 309.81 TBM - B:SET HUB + MAG NAIL 20' +/- E OF SE CORNER OF HOUSE. ELEV. = 318.93 C.O.R. BM:MONUMENT IN CASE IN THE INTERSECTION OF EAGLE RIDGE DRIVE SOUTH AND SOUTH 18TH STREET. RENTON MONUMENT ID #1063 NORTHING = 172,968.69 EASTING = 1,301,533.10 ELEV. = 261.21 LOT AREA TABLE 1 1,076 SF 2 846 SF 3 1,025 SF 4 846 SF 5 1,076 SF 6 1,076 SF 7 846 SF 8 1,025 SF 9 1,076 SF 10 1,076 SF 11 846 SF 12 1,025 SF 13 1,076 SF 14 1,083 SF 15 851 SF 16 1,032 SF 17 851 SF 18 1,083 SF 19 1,083 SF 20 851 SF 21 1,032 SF 22 851 SF 23 1,083 SF 24 1,076 SF 25 846 SF 26 1,025 SF 27 1,076 SF 28 1,076 SF 29 846 SF 30 1,025 SF 31 1,076 SF 32 1,076 SF 33 846 SF 34 1,025 SF 35 846 SF 36 1,076 SF TOTAL 35,630 SF MIN.846 SF MAX.1,083 SF AVG.990 SF TRACT AREA TABLE TRACT A 19,084 SF 0.44 AC TRACT B 12,476 SF 0.29 AC TRACT C 2,595 SF 0.06 AC TOTAL 34,155 SF 0.78 AC NOTE: THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQUIRED TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 COVER A-NNNNNNN N GENERAL SURVEY NOTES: 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF OUR ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY OF SIZE & SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOULD BE VERIFIED BY A TRAINED ARBORIST. 4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. 5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. ALL EXISTING AND PROPOSED IMPROVEMENTS SHALL BE LOCATED AND DIMENSIONED TO CITY OF RENTON SURVEY MONUMENTS, MONUMENT LINES OR STREET CENTERLINES. DIMENSIONS MUST BE DONE BY STATIONING AND OFFSET FROM THESE CONTROL LINES. NPDES PERMIT: WAR #304993 ISSUED FEBRUARY 6, 2017. PROPOSED LEGEND GRASSCRETE ACCESS ASPHALT PAVEMENT CONCRETE PAVEMENT PROPERTY BOUNDARY EASEMENT LINE ROW DEDICATION TRACT A (INGRESS, EGRESS, UTILITY, AND OPEN SPACE) TRACT C TREE PRESERVATION TRACT B (INGRESS, EGRESS, UTILITY, AND OPEN SPACE) TRACT B (INGRESS, EGRESS, UTILITY, AND OPEN SPACE) PROPOSED SEWER PROPOSED SEWER EXISTING DETENTION VAULT PROPOSED MAILBOXES (TYP) PROPOSED CROSSWALK (TYP) PROPOSED KEYSTONE WALL (TYP) PROPOSED SEWER MH PROPOSED SEWER MH CONNECTION TO EXISTING CONNECT TO EXIST SEWER PROPOSED ASPHALT RAMP REPLACE EXISTING CURB AND GUTTER EXISTING STREET LIGHT TO REMAIN PROPOSED WOOD FENCE (TYP)NO PARKING - FIRE LANE SIGN (TYP) STOP SIGN SEWER EASEMENT FROM HERITAGE VILLAGE CONDOMINIUMS 15' SEWER EASEMENT RECEIVED 08/21/2023 JDing PLANNING DIVISION DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 CONDITIONS OF APPROVAL A-NNNNNNN “ ” “ ” XXX DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 NOTES A-NNNNNNN DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 NOTES A-NNNNNNN HIGH VISIBILITY SILT FENCE LIMITS OF CLEARING AND GRADING TREE TO BE PROTECTED - ORANGE BARRIER FENCE INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE INTERCEPTOR SWALE WITH ROCK CHECK DAM LEGEND CONSTRUCTION NOTES FLAG CLEARING LIMITS TO EXTENTS SHOWN ON THE PLAN. HIGH VISIBILITY SILT FENCE PER DETAIL SHEET C2.1 CONSTRUCTION ENTRANCE PER DETAIL SHEET C2.1 CATCH BASIN INSERT PER DETAIL SHEET C2.1 INTERCEPTOR DITCH W / ROCK CHECK DAMS PER DETAIL SHEET C2.1 TREE PROTECTION FENCE 1 2 3 4 5 6 1 2 1 2 1 2 3 4TYP 1 2 5 5 5 55 5 2 DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 CONSTRUCTION SEQUENCE 1.PRE-CONSTRUCTION MEETING. 2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3.FLAG OR FENCE CLEARING LIMITS. 4.INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7.CONSTRUCT SEDIMENT PONDS AND TRAPS. 8.GRADE AND STABILIZE CONSTRUCTION ROADS. 9.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11.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. 12.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. 13.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 NOTES A-NNNNNNN DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 STORM DRAINAGE STRUCTURE TABLE ID CB #1 CB #2 CB #3 CB #4 CB #5 CB #6 DESCRIPTION TYPE I TYPE I TYPE I TYPE I TYPE I TYPE I RIM ELEV EL 306.21 EL 314.10 EL 317.67 EL 324.85 EL 333.51 EL 345.11 PIPE INVERT 12" (E) LCPE IE=302.54 12" (N) LCPE IE=302.54 12" (E) LCPE IE=311.00 12" (W) LCPE IE=310.90 12" (E) LCPE IE=314.67 12" (W) LCPE IE=314.67 12" (E) LCPE IE=321.75 12" (W) LCPE IE=321.95 12" (W) LCPE IE=330.41 12" (NW) LCPE IE=341.60 12" (E) LCPE IE=341.60 STORM DRAINAGE STRUCTURE TABLE ID Structure - (646) Structure - (647) Structure - (671) DESCRIPTION SDMH TYPE 2 CB-TYPE 1 SDMH TYPE 2 RIM ELEV EL 307.91 EL 307.41 EL 305.30 PIPE INVERT 12" (NW) EX CMP IE=302.95 12" (NE) EX CMP IE=302.95 12" (SW) EX CMP IE=303.06 12" (NE) RCP IE=303.24 12" (SW) RCP IE=303.63 FIRE L A N E N O P A R KI N G FIRE L A N E N O P A R KI N G TW=342 BW=340 TW=352 BW=351 TW=358 BW=352 TW=360 BW=354 TW=363 BW=360 TW=363 BW=360 TW=361 BW=358 TW=344 BW=341 TW=340 BW=338 TW=341 BW=338 60' R.O.W. TW=362 BW=356 TW=360 BW=356 INSTALL WOOD FENCE ALONG EAST PROPERTY LINE, SEE SHEET C3.1 FOR DETAIL INSTALL WOOD FENCE ALONG SOUTH PROPERTY LINE, SEE SHEET C3.1 FOR DETAIL 20' WIDE TYPE C1B DRIVEWAY APPROACH PER RENTON STD PLAN 104.4, SIDEWALK AT DRIVEWAY CROSSING SHOULD NOT BE DEPRESSED AT LOCATIONS WHERE LANDSCAPING IS MORE THAN 5 FEET WIDE EX. STREET LIGHT TO REMAIN MAIL BOX(TYP)STREET NAME SIGN, ONE WAY SIGN AND DO NOT ENTER SIGN SEE SHEET C3.2 20' WIDE TYPE C1B DRIVEWAY APPROACH PER RENTON STD PLAN 104.4, SIDEWALK AT DRIVEWAY CROSSING SHOULD NOT BE DEPRESSED AT LOCATIONS WHERE LANDSCAPING IS MORE THAN 5 FEET WIDE GRANT AVE S MAIL BOX(TYP) TOP: 300.7 TOE: 299.4 TOP: 307.8 TOE: 304.2 TOP: 312.9 TOE: 308.4 TOP: 316.4 TOE: 312.5 TOP: 317.4 TOE: 316.0 TOP: 319.9 TOE: 318.4 TOP: 321.8 TOE: 320.0 GRANT CIRCLE S.E. GRANT CIRCLE S.E. PRIVATE ALLEY 342344298310314307.50 307.50 0.4%0.0%2.2%2.0%1.2% 1.4%312310308306302315.06 0.7%6.1%2.2%3.3%2.4%3.5%3.2%2.9%3.5%2.1%3.8%2.1%3383303283263343323303283323343363 3 8 34 0 342 344 344 342340338336334332326324322320318316314312310308306304302300 3163183123143183203223243223 2 8 330 341.74 342.54 346344348350352354356358 354352358 3 5 4 35 6 3 5 2 324.58 323.21 344.28 342.75 343.45 339.86 335.32331.17 332.57327.57 327.24 326.08 342.70 324.47 331.76 341.55 335.57 338.23 360.67 362.47 357.65 359.26 360.79 362.19 363.68 342.71 340.96 338.16296298 297.41 295.57 295.50 295.30 296.33 297.27 305.70 306.80 304.02 303.96 304.08 1.5% 1.5%2.0%2.0%1.5%EG 294.33 EG 307.21 EG 310.31 EG 310.41 16' 8' 8' 12' 4' 4' 3.1%0.8%3.7% 4.5%2.2%0.9%4.9%1.5%2.4%18' 8' 5' 5' 306.04 307.82 311.05 318.76 337.97 342.93 344.88 318.46 313.24 0.0%0.1%1.2%1.8%1.3%1.5%1.9%2.1%4.8%300307.62 3.2% 4.9% 308.06306.38 TOP: 303.0 TOE: 297.6 TOP: 306.0 TOE: 302.5 TOP: 306.9 TOE: 306.8 3.8% TOP: 306.0 TOE: 304.7 320.22 TOP: 305.9 TOE: 301.6 1.5% 20' PRIVATE ALLEY ACCESS & PUBLIC UTILITY EASEMENT 20' PRIVATE ALLEY ACCESS & PUBLIC UTILITY EASEMENT 3 4 6 TW=358 BW=356 4' TYP 20' 20' 1.5' ROW DEDICATION 326324TOP: 342.9 TOE: 341.5 TOP: 342.9 TOE: 341.4 TOP: 342.8 TOE: 341.0 KEYSTONE RETAINING WALL SEE SHEET C3.2 33.8% 318.57 3.8% 313.31 33.0% 319.36 323.51 323.37 323.00 323.25 322.96 322.97 323.23 327.11 327.35 326.47 328.21 323.18 1.0%31.4%328.86 329.67 330.49 330.60 330.56 330.74 331.51 331.26 3 32 320.86 321.35 322.15 330.73 334.30 334.64 334.74 321.67 325.73 325.63 324.34 324.25 331.99 334.08 333.73 334.68 336.51 336.90 337.49 340.43 340.46 343.09 341.62 341.75 338.97 343.50 338.69 339.06 342.75 343.00 346.49 346.74 348.52 348.72 349.93 353.46 353.72 354.99 355.43 356.54 350.35 348.42 352.43 343.68 356.97 357.13 357.30 359.62 357.87 357.43 355.67 BACK OF WALK 355.24 355.67 357.43 357.86 358.41 359.02358.44 358.66 357.83356.46 355.01 354.87 353.66 353.39 351.01 350.37 347.68 347.42 356.60350.49 350.61 352.98 348.92 353.57 357.63 4' 16' 4' 16' 4' 16' 4'4' 8' LANDSCAPE R.O.W.EX. R.O.W.EXISTING SIDEWALK EXISTING CURB (TYPICAL) 30' EXISTING PAVEMENT 4" THICK CONCRETE SIDEWALK 31.5' PUBLIC 1/2 R.O.W. 30'5' SIDEWALK PROP. R.O.W.18.0' CURB 1.5' R.O.W. DEDICATION 6" 60' PUBLIC R.O.W. 1.5%2% CL SAWCUT LINE 4'PROPERTY LINECURB KEYSTONE WALL TOWNHOUSE2% 3:1 M A X . NOTE: PAVEMENT THICKNESS PER GEOTECHNICAL ENGINEER'S REPORT 20' PRIVATE ALLEY ACCESS 4' CONCRETE 16' ASPHALT DRIVE LANE ONE WAY 3' 7' CURB TOWNHOUSEPROPERTY LINE2%2% 3:1 MAX. WOOD FENCE 20' PRIVATE ALLEY ACCESS 8' CONCRETE 16' ASPHALT DRIVE LANE ONE WAY 3' NOTE: PAVEMENT THICKNESS PER GEOTECHNICAL ENGINEER'S REPORT CURB 2% 4" THICK CONCRETE SIDEWALK 4' SIDEWALK 1.5% 20' PRIVATE ALLEY ACCESS 4' CONCRETE 16' ASPHALT DRIVE LANE ONE WAY NOTE: PAVEMENT THICKNESS PER GEOTECHNICAL ENGINEER'S REPORT 4' CONC 4' CONC 3'3'TOWNHOUSETOWNHOUSE2% 12' ASPHALT DRIVE LANE 2% 20' PRIVATE ALLEY ACCESS NOTE: PAVEMENT THICKNESS PER GEOTECHNICAL ENGINEER'S REPORT PROPERTY LINETOWNHOUSE4' 22' 15' 4" CONCRETE SIDEWALK 1.5%KEYSTONE WALL VARIES PROPERTYLINETOWNHOUSE4" CONCRETE SIDEWALK 6' 4' 6' 1.5% GRASSCRETE SERVICE DRIVEWAY FOR STORM VAULT MAINTENANCE ASPHALT PAVEMENT CONCRETE PAVEMENT 5' WIDE(MIN) TRANSITION TO EX. CONC. SIDEWALK RELOCATE EX. WATER METER, ELECTRIC TRANSFORMER, AND TELEPHONE BOX AS REQ. 5' MIN. WIDE A.C. RAMP NOTE: THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQIRED TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE DEEATDSNTAWFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 PAVING AND GRADING PLAN A-NNNNNNN N 60303015 FEETSCALE: 0 1 INCH = 30 PROPERTY BOUNDARY EASEMENT LINE ROW DEDICATION DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE DEEATDSNTAWFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 DETAILS A-NNNNNNN DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE DEEATDSNTAWFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 DETAILS A-NNNNNNN STOP ONE WAY DO NOT ENTER NO PARKING FIRE LANE DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 CB #7CB #6 CB #13 CB #12 CB #5 CB #11 CB #4 CB 15 CB #10 CB #3 CB #9 CB #2 INLET CB #1 CB #8 STORMFILTER MANHOLE SFMH#1 CB #14 CB 17CB 16 103LF 12" LCPE @ 7.20%53LF 12 " LCPE @ 8 .93% 108LF 12" LCPE @ 7.99%98LF 12" LCPE @ 7.42%89LF 12" LCPE @ 4.13% 61LF 12" LCPE @ 13.75 % 34LF 12" LCPE @ 40.34% 106LF 12" LCPE @ 7.72%103LF 12" LCPE @ 7.74%87LF 12" LCPE @ 4.39%82LF 12" LCPE @ 14.06% 24LF 12" LCPE @ 48.75% 16LF 12" LCPE @ 2.25% 28LF 12" LCPE @ 0.63% 35LF 12" LCPE @ 20.99% 48LF 12" LCPE @ 3.02% 43LF 1 2 " L C P E @ 1 0 . 6 5 % 29LF 12" RCP @ 79.54% 103LF 12" RCP @ 10.04%103LF 12" RCP @ 9.01%90.1 ' 40.8' EX SDMH-1 STORM DRAINAGE STRUCTURE TABLE ID CB #1 CB #2 CB #3 CB #4 CB #5 CB #6 CB #7 CB #8 CB #9 CB #10 CB #11 CB #12 CB #13 CB #14 CB 15 CB 16 CB 17 EX SDMH-1 INLET STORMFILTER MANHOLE SFMH#1 DESCRIPTION TYPE I TYPE I TYPE I TYPE I TYPE I TYPE I TYPE 2 TYPE I TYPE I TYPE I TYPE I TYPE I TYPE I TYPE II-48"Ø TYPE 1 TYPE 1 TYPE 1 TYPE II-SOLID LID TYPE II-72"Ø RIM ELEV EL 306.21 EL 314.10 EL 317.67 EL 324.85 EL 333.51 EL 345.11 EL 354.83 EL 302.18 EL 314.58 EL 319.14 EL 327.42 EL 335.24 EL 340.77 EL 295.72 EL 320.22 EL 325.13 EL 334.44 EL 294.51 EL 310.06 EL 300.71 PIPE INVERT 12" (E) LCPE IE=302.54 12" (N) LCPE IE=302.54 12" (E) LCPE IE=311.00 12" (W) LCPE IE=310.90 12" (E) LCPE IE=314.67 12" (W) LCPE IE=314.67 12" (E) LCPE IE=321.75 12" (W) LCPE IE=321.95 12" (W) LCPE IE=330.41 12" (NW) LCPE IE=341.60 12" (E) LCPE IE=341.60 12" (W) LCPE IE=349.02 12" (E) LCPE IE=300.63 12" (S) LCPE IE=300.63 12" (E) LCPE IE=312.18 12" (W) LCPE IE=312.18 12" (E) LCPE IE=315.99 12" (W) LCPE IE=315.99 12" (E) LCPE IE=323.97 12" (W) LCPE IE=323.97 12" (W) LCPE IE=332.19 12" (E) LCPE IE=332.19 12" (SE) LCPE IE=336.82 12" (W) LCPE IE=336.82 12" (E) LCPE IE=288.17 12" (SE) LCPE IE=288.37 12" (W) LCPE IE=288.17 12" (SW) RCP IE=312.67 12" (E) RCP IE=312.67 12" (W) RCP IE=323.03 12" (E) RCP IE=323.03 12" (W) RCP IE=332.34 12" (E) LCPE IE=286.71 15" (W) EX CMP IE=286.61 12" (N) EX CMP IE=290.01 12" (NE) EX CMP IE=290.16 12" (SE) EX CMP IE=287.21 12" (W) LCPE IE=288.52 12" (S) LCPE IE=290.82 NOTE: STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT AND REFLECT AS-BUILT CONDITIONS. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE DEEATDSNTAWFO . SAHI IN REENOTR46937 R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 DRAINAGE CONTROL PLAN A-NNNNNNN COMBINED PUBLIC DETENTION/WET VAULT (EXISTING) 8.3' DEEP LIVE STORAGE 30,562 CF TOTAL PROVIDED 29,476 CF REQUIRED 5.2' DEEP DEAD STORAGE 16,999 CF TOTAL PROVIDED 8,856 CF REQUIRED 18" OUTLET CONTROL STRUCTURE SEE DETAIL SHEET C4.2 CONNECT TO EXIST. STORM SYSTEM 4" PVC ROOF DRAIN @ 2% MIN (TYP.) DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE DEEATDSNTAWFO . SAHI IN REENOTR46937 R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 DETAILS A-NNNNNNN DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 PVI STA: 1+65.07 PVI EL: 316.00 BVC STA: 1+55.07EL: 314.50EVC STA: 1+75.07EL: 316.3420' VC PVI STA: 2+86.80 PVI EL: 324.08 BVC STA: 2+76.80EL: 322.58EVC STA: 2+96.80EL: 324.4920' VC PVI STA: 3+90.55 PVI EL: 332.09 BVC STA: 3+80.55EL: 330.59EVC STA: 4+00.55EL: 332.5020' VC PVI STA: 7+17.50 PVI EL: 330.70 BVC STA: 7+07.50EL: 331.11EVC STA: 7+27.50EL: 329.2020' VC PVI STA: 8+26.01 PVI EL: 321.98 BVC STA: 8+16.01EL: 322.38EVC STA: 8+36.01EL: 320.4820' VC PVI STA: 5+50.34 PVI EL: 348.28 BVC STA: 5+00.34EL: 340.78EVC STA: 6+00.34EL: 340.78100' VC PVI STA: 0+34.83 PVI EL: 296.47 BVC STA: 0+24.83EL: 296.32EVC STA: 0+44.83EL: 297.9720' VC PVI STA: 2+52.48 PVI EL: 318.94 BVC STA: 2+42.48EL: 318.60EVC STA: 2+62.48EL: 320.4420' VC PVI STA: 3+56.02 PVI EL: 326.91 BVC STA: 3+46.02EL: 326.50EVC STA: 3+66.02EL: 328.4120' VC PVI STA: 4+61.81 PVI EL: 335.00 BVC STA: 4+51.81EL: 334.59EVC STA: 4+71.81EL: 336.5020' VC PVI STA: 6+48.87 PVI EL: 333.50 BVC STA: 6+38.87EL: 335.00EVC STA: 6+58.87EL: 333.0920' VC PVI STA: 7+56.79 PVI EL: 324.80 BVC STA: 7+46.79EL: 326.30EVC STA: 7+66.79EL: 324.3920' VC PVI STA: 8+55.73 PVI EL: 317.52 BVC STA: 8+45.73EL: 319.02EVC STA: 8+65.73EL: 317.1820' VC CB #5 12" IE 330.41 (W) RIM EL 333.51 EX 108L F 1 2 " L C P E @ 7 . 9 9 % CB #4 12" IE 321.75 (E) 12" IE 321.95 (W) RIM EL 324.85 EX 98LF 1 2 " L C P E @ 7 . 4 2 % CB #3 12" IE 314.67 (E) 12" IE 314.67 (W) RIM EL 317.67 CB #12 12" IE 332.19 (W) 12" IE 332.19 (E) RIM EL 335.24 EX 106LF 1 2 " L C P E @ 7 . 7 2 % CB #11 12" IE 323.97 (E) 12" IE 323.97 (W) RIM EL 327.42 EX 103LF 1 2 " L C P E @ 7 . 7 4 % CB #10 12" IE 315.99 (E) 12" IE 315.99 (W) RIM EL 319.14 EX 87LF 12" LCP E @ 4 . 3 9 % CB #9 12" IE 312.18 (E) 12" IE 312.18 (W) RIM EL 314.58 EX 82L F 1 2 " L C P E @ 1 4. 0 6 % CB #8 12" IE 300.63 (E) 12" IE 300.63 (S) RIM EL 302.18 STORMFILTER MANHOLE SFMH#1 12" IE 290.82 (S) 12" IE 288.52 (W) RIM EL 300.71 EX 16LF 12" LCPE @ 2.25% CB #14 12" IE 288.17 (E) 12" IE 288.37 (SE) 12" IE 288.16 (W) RIM EL 295.72 EX 48LF 12" LCPE @ 3.02% EX SDMH-1 12" IE 286.71 (E) 12" IE 290.01 (N) 12" IE 287.21 (SE) 15" IE 286.61 (W) 12" IE 290.16 (NE) RIM EL 294.51 CB #6 12" IE 341.60 (E) 12" IE 341.59 (NW) RIM EL 345.11 EX 53LF 1 2 " L C P E @ 8 . 9 3 % CB #13 12" IE 336.82 (SE) 12" IE 336.82 (W) RIM EL 340.77 EX 43L F 1 2 " L C P E @ 1 0. 6 5 % EX R.O.W.CL ALLEYFACE OF EX CURB5' SW BLDG 1 BLDG 2 BLDG 3 BLDG 6 LOT LINE (TYP)BLDG 7 GRANT AVENUE S2' ROW DEDICATION 1.00'PVI STA: 9+45.62 PVI EL: 314.50 BVC STA: 9+35.62EL: 314.84EVC STA: 9+55.62EL: 313.0020' VC PVI STA: 10+04.79 PVI EL: 305.62 BVC STA: 9+94.79EL: 307.12EVC STA: 10+14.79EL: 305.4720' VC EX 89LF 12" LC P E @ 4 . 1 3 % CB #2 12" IE 311.00 (E) 12" IE 310.90 (W) RIM EL 314.10 EX 6 1 L F 1 2 " L C P E @ 1 3 . 7 5 % CB #1 12" IE 302.54 (E) 12" IE 302.54 (N) RIM EL 306.21 GRANT AVENUE S5' SWROWBLDG 8 EX R.O.W. 2' ROW DEDICATION CB #6 12" IE 341.60 (E) 12" IE 341.59 (NW) RIM EL 345.11 CB #7 12" IE 349.02 (W) RIM EL 354.83 PVI STA: 0+28.74 PVI EL: 346.93 BVC STA: 0+22.74EL: 346.01EVC STA: 0+34.74EL: 347.4512' VC PVI STA: 0+16.10 PVI EL: 345.00 BVC STA: 0+10.10EL: 344.82EVC STA: 0+22.10EL: 345.9112' VC EX 103LF 1 2 " L C P E @ 7 . 2 0 %EAST PLGRANT CIRCLE SEBLDG 4 & 5 LOT LINE (TYP)IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTR46937 R Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 ROAD AND STORM PROFILES A-NNNNNNNMATCH LINEMATCH LINEV: 1"=10' H: 1"=30' GRANT CIRCLE SE (PRIVATE ALLEY V: 1"=10' H: 1"=30' ALLEY PROFILE BLDGS 4 AND 5 V: 1"=10' H: 1"=30' GRANT CIRCLE SE (PRIVATE ALLEY) DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 3 4" WATER METER (TYP) PRIVATE ALLEY FIRE L A N E N O P A R KI N G FIRE L A N E N O P A R KI N G STORM DRAINAGE STRUCTURE TABLE ID CB #1 CB #2 CB #3 CB #4 CB #5 CB #6 CB #7 CB #8 CB #9 CB #10 CB #11 CB #12 CB #13 CB #14 CB 15 DESCRIPTION TYPE I TYPE I TYPE I TYPE I TYPE I TYPE I TYPE 2 TYPE I TYPE I TYPE I TYPE I TYPE I TYPE I TYPE II-48"Ø TYPE 1 RIM ELEV EL 306.21 EL 314.10 EL 317.67 EL 324.85 EL 333.51 EL 345.11 EL 354.83 EL 302.18 EL 314.58 EL 319.14 EL 327.42 EL 335.24 EL 340.77 EL 295.72 EL 320.22 PIPE INVERT 12" (E) LCPE IE=302.54 12" (N) LCPE IE=302.54 12" (E) LCPE IE=311.00 12" (W) LCPE IE=310.90 12" (E) LCPE IE=314.67 12" (W) LCPE IE=314.67 12" (E) LCPE IE=321.75 12" (W) LCPE IE=321.95 12" (W) LCPE IE=330.41 12" (NW) LCPE IE=341.60 12" (E) LCPE IE=341.60 12" (W) LCPE IE=349.02 12" (E) LCPE IE=300.63 12" (S) LCPE IE=300.63 12" (E) LCPE IE=312.18 12" (W) LCPE IE=312.18 12" (E) LCPE IE=315.99 12" (W) LCPE IE=315.99 12" (E) LCPE IE=323.97 12" (W) LCPE IE=323.97 12" (W) LCPE IE=332.19 12" (E) LCPE IE=332.19 12" (SE) LCPE IE=336.82 12" (W) LCPE IE=336.82 12" (E) LCPE IE=288.17 12" (SE) LCPE IE=288.37 12" (W) LCPE IE=288.17 12" (SW) RCP IE=312.67 12" (E) RCP IE=312.67 STORM DRAINAGE STRUCTURE TABLE ID Structure - (646) Structure - (647) Structure - (671) DESCRIPTION SDMH TYPE 2 CB-TYPE 1 SDMH TYPE 2 RIM ELEV EL 307.91 EL 307.41 EL 305.30 PIPE INVERT 12" (NW) EX CMP IE=302.95 12" (NE) EX CMP IE=302.95 12" (SW) EX CMP IE=303.06 12" (NE) RCP IE=303.24 12" (SW) RCP IE=303.63129LF 8 " PVC @ 1 .20%129LF 8 " PVC @ 1 .20% 66LF 8" PVC @ 0.50%125LF 8" PVC @ 0.73%333LF 8" PVC @ 7.02%43LF 8" PVC @ 9.23%43LF 8" PVC @ 5.22%98LF 8" PVC @ 8.42% 314LF 8" PVC @ 6.51% PRIVATE ALLEY PRIVATE ALLEY FIRE HYDRANT (TYP) COMBINED PUBLIC DETENTION / WET VAULT SEE SHEET C4.0 - DRAINAGE CONTROL PLAN 3'X5' CONCRETE PAD PER DETAIL THIS SHEET PUBLIC WATER EASEMENT (FROM R.O.W. LINE TO ⅊) APPROX. LOCATION OF POWER, GAS, TELEPHONE, AND CABLE TO BE LOCATED IN COMMON TRENCH. EASEMENT TO BE PROVIDED UPON DESIGN COMPLETION FROM PURVEYORS 3' 5' 8' LANDSCAPE STRIP 5' PROPOSED SIDEWALK EXISTING CURB INSTALL 3'X5' 4" THICK CONCRETE PAD EX. LIGHT POLE WITH LUMINAIRE (TO REMAIN) NTS CONCRETE PAD DETAIL RELOCATE EX. TRANSFORMER TO LANDSCAPE AREA WITHIN GRANT AVE R.O.W. LONGITUDINAL PATCH PER CITY OF RENTON STANDARD PLAN 110.1 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 COMPOSITE UTILITY PLAN A-NNNNNNN EX. TREE TO BE RETAINED (TYP.) NOTE: STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT AND REFLECT AS-BUILT CONDITIONS. NOTES 1. UTILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT AND REFLECT AS-BUILT CONDITIONS. 2. CONCRETE PAD AROUND BASE OF LIGHT POLE TO BE INSTALLED PER DIRECTION OF CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER 3. FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION STRIPES AND/OR BUTTONS, THE LANES ARE DETERMINED BY CHANNELIZATION IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE, THE ENTIRE ADJACENT LANE AFFECTED SHALL BE OVERLAID. 4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND ALL OTHER UTILITIES SHALL BE 5 FT WHENEVER FEASIBLE. 5. THE MINIMUM WIDTH OF A TRANSVERSE PATCH SHALL BE 6.5 FEET. PATCH SHALL BE A MINIMUM OF 1 FOOT BEYOND THE EXCAVATION. IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT LANE SHALL BE REPAVED. 6. CONTRACTOR TO USE CAUTION WHEN EXCAVATING AROUND EXISTING GAS MAIN. HAND DIGGING MAY BE NECESSARY. PIPE TO BE LOCATED PRIOR TO START OF CONSTRUCTION. 7. ALL PIPE CROSSINGS TO MAINTAIN VERTICAL CLEARANCE OF 12" MIN. BETWEEN PIPES. 8. THE MINIMUM REQUIRED VERTICAL CLEARANCE OF PROPOSED UTILITIES FROM EXISTING GAS LINE ON GRANT AVENUE SHOULD BE CONFIRMED AND PROVIDED ACCORDINGLY. ETHAFOAM PAD IS TO BE PROVIDED IF MINIMUM VERTICAL CLEARANCE IS NOT AVAILABLE AT CROSSING. EX. LIGHT POLE WITH LUMINAIRE (TO REMAIN) INSTALL PER DIRECTION OF CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER. PUBLIC WATER EASEMENT (FROM R.O.W. LINE TO ⅊) DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 CB #6 12" IE 341.60 (E) 12" IE 341.59 (NW) RIM EL 345.11 CB #7 12" IE 349.02 (W) RIM EL 354.83 1-10" 45° BEND 98LF 8" P V C @ 8 . 4 2 % SSMH #7 8" IE OUT 343.49 (W) RIM EL 353.74 STA 1+10.80 SSMH #6 8" IE IN 335.21 (E) 8" IE OUT 335.11 (S) RIM EL 344.96 STA 5+51.22 1-10" CAP 118LF 10" D.I. PVI STA: 0+28.74 PVI EL: 346.93 BVC STA: 0+22.74EL: 346.01EVC STA: 0+34.74EL: 347.4512' VC PVI STA: 0+16.10 PVI EL: 345.00 BVC STA: 0+10.10EL: 344.82EVC STA: 0+22.10EL: 345.9112' VC EX 103LF 1 2 " L C P E @ 7 . 2 0 %EAST PLGRANT CIRCLE SEBLDG 4 & 5 LOT LINE (TYP)125LF 8" PVC @ 0.73% SSMH #3 8" IE IN 305.28 (N) 8" IE IN 305.28 (E) 8" IE OUT 305.23 (SW) RIM EL 313.13 STA 9+57.45 SSMH #8 8" IE IN 306.30 (E) 8" IE OUT 306.20 (S) RIM EL 313.68 STA 1+50.07 STAIRS90° ANGLEEX 12" STORM 66LF 8" PVC @ 0.50% SSMH #3 8" IE IN 305.28 (N) 8" IE IN 305.28 (E) 8" IE OUT 305.23 (SW) RIM EL 313.13 STA 9+57.45 SSMH #2 8" IE IN 304.90 (NE) 8" IE OUT 304.79 (SE) RIM EL 307.17 STA 5+84.46 SSMH #1 STA 9+61.75 8" IE IN 303.15 (NE) 8" IE IN 303.25 (NW) 8" IE OUT 303.15 (SW) RIM EL 310.44 1.60'2.26'0.52'EX EX NEW EX 12" SD1.78'IN PRIVATE ALLEY EX ROAD GRADE 129LF 8" PVC @ 1.20% IN GRANT AVE S CONDO DRIVEWAY ENTRANCE90° ANGLES PLPVI STA: 9+45.62 PVI EL: 314.50 BVC STA: 9+35.62EL: 314.84EVC STA: 9+55.62EL: 313.0020' VC PVI STA: 10+04.79 PVI EL: 305.62 BVC STA: 9+94.79EL: 307.12EVC STA: 10+14.79EL: 305.4720' VC EX 89LF 12" LC P E @ 4 . 1 3 % CB #2 12" IE 311.00 (E) 12" IE 310.90 (W) RIM EL 314.10 EX 6 1 L F 1 2 " L C P E @ 1 3 . 7 5 % CB #1 12" IE 302.54 (E) 12" IE 302.54 (N) RIM EL 306.21 SSMH #2 8" IE IN 304.90 (NE) 8" IE OUT 304.79 (SE) RIM EL 307.17 STA 5+84.46 SSMH #3 8" IE IN 305.28 (N) 8" IE IN 305.28 (E) 8" IE OUT 305.23 (SW) RIM EL 313.13 STA 9+57.45 1-10" 22.5° BEND CONNECT TO EX 12"'WA 1-12"x10" TAPPING TEE 1-10" VALVE 54LF 10" D.I.GRANT AVENUE S5' SWROWBLDG 8 EX R.O.W. 2' ROW DEDICATION PVI STA: 1+65.07 PVI EL: 316.00 BVC STA: 1+55.07EL: 314.50EVC STA: 1+75.07EL: 316.3420' VC PVI STA: 2+86.80 PVI EL: 324.08 BVC STA: 2+76.80EL: 322.58EVC STA: 2+96.80EL: 324.4920' VC PVI STA: 3+90.55 PVI EL: 332.09 BVC STA: 3+80.55EL: 330.59EVC STA: 4+00.55EL: 332.5020' VC PVI STA: 7+17.50 PVI EL: 330.70 BVC STA: 7+07.50EL: 331.11EVC STA: 7+27.50EL: 329.2020' VC PVI STA: 8+26.01 PVI EL: 321.98 BVC STA: 8+16.01EL: 322.38EVC STA: 8+36.01EL: 320.4820' VC PVI STA: 5+50.34 PVI EL: 348.28 BVC STA: 5+00.34EL: 340.78EVC STA: 6+00.34EL: 340.78100' VC PVI STA: 0+34.83 PVI EL: 296.47 BVC STA: 0+24.83EL: 296.32EVC STA: 0+44.83EL: 297.9720' VC PVI STA: 2+52.48 PVI EL: 318.94 BVC STA: 2+42.48EL: 318.60EVC STA: 2+62.48EL: 320.4420' VC PVI STA: 3+56.02 PVI EL: 326.91 BVC STA: 3+46.02EL: 326.50EVC STA: 3+66.02EL: 328.4120' VC PVI STA: 4+61.81 PVI EL: 335.00 BVC STA: 4+51.81EL: 334.59EVC STA: 4+71.81EL: 336.5020' VC PVI STA: 6+48.87 PVI EL: 333.50 BVC STA: 6+38.87EL: 335.00EVC STA: 6+58.87EL: 333.0920' VC PVI STA: 7+56.79 PVI EL: 324.80 BVC STA: 7+46.79EL: 326.30EVC STA: 7+66.79EL: 324.3920' VC PVI STA: 8+55.73 PVI EL: 317.52 BVC STA: 8+45.73EL: 319.02EVC STA: 8+65.73EL: 317.1820' VC SSMH #6 8" IE IN 335.21 (E) 8" IE OUT 335.11 (S) RIM EL 344.96 STA 5+51.22 SSMH #4 8" IE IN 328.75 (NE) 8" IE OUT 328.65 (W) RIM EL 336.85 STA 6+27.44 43LF 8 " P V C @ 9 . 2 3 % SSMH #9 8" IE OUT 326.75 (W) RIM EL 335.10 STA 4+64.14 314LF 8" PV C @ 6 . 5 1 % SSMH #8 8" IE IN 306.30 (E) 8" IE OUT 306.20 (S) RIM EL 313.68 STA 1+50.07 CONNECT TO EX 12"'WA 1-12"x10" TAPPING TEE 1-10" VALVE 1-10" 22.5° BEND 1-10" 45° BEND 1-10" 45° BEND 1-F.H. ASSEMBLY 1-10" 45° BEND1-10" 45° BEND 1-10" 45° BEND 387LF 10" D.I. 41LF 10" D.I. 25LF 10" D.I. 5LF 10" D.I. 45LF 10" D.I. 29LF 10" D.I. 356LF 10" D.I. EX R.O.W. SSMH #5 8" IE IN 332.86 (N) 8" IE OUT 332.76 (SW) RIM EL 341.81 STA ??? 43LF 8" PV C @ 5 . 2 2 % STA.=5+50.00 INSTALL 1" AIR-VAC RELEASE ASSEMBLY ON HIGH POINT OF WATER LINE PER RENTON STD PLAN 340.3 333LF 8" P V C @ 7 . 0 2 %CL ALLEYFACE OF EX CURB5' SW BLDG 1 BLDG 2 BLDG 3 BLDG 6 LOT LINE (TYP)BLDG 7 GRANT AVENUE S2' ROW DEDICATION 1.00'1-12"x10" TAPPING TEE 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE DEEATDSNTAWFO . SAHI IN REENOTR46937 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTR46937 R Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 ROAD AND STORM PROFILES A-NNNNNNN V: 1"=10' H: 1"=30' GRANT CIRCLE SE (PRIVATE ALLEY V: 1"=10' H: 1"=30' SEWER AND WATER PROFILE - GRANT CIRCLE SE (PRIVATE ALLEY) V: 1"=10' H: 1"=30' SEWER AND WATER PROFILE - ALLEY BLDG 4 AND 5 V: 1"=10' H: 1"=30' NORTH / SOUTH SEWER PROFILE - BLDG 1 AND 8 V: 1"=10' H: 1"=30' SEWER PROFILE - GRANT AVE S DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES 7/21/2023RGG N A F U R S E FORP I ANO EL T S GE SI N ERE D EE ATDSN TA WFO . SAHI IN REENOTRR Know what's below. Call before you dig. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.AAANNNNNNNGRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON, WA 98055 PARCEL 2023059052 COMPOSITE UTILITY PLAN A-NNNNNNN DocuSign Envelope ID: E5C77ED5-CC36-4002-B927-1548FF65ACF2