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HomeMy WebLinkAboutCanyon Terrace Renton As-Builts.pdfC.O . ST C.O . C.O .STC.O. C.O . STSTS T 390390400400410410xxxxFUTURE SOOS CREEK TRAILxxxxxxxxx x x x x xxxxxxxxxxxxNGPATract LA A B B DETENTION/INFILTRATION POND BOTTOM EL=386.00 ACCESSROAD3" ASPHALT OVER 6" BASE POND ACCESS ROAD MAX SLOPE = 15% 16' DOUBLE SWING GATE PER SHEET C-507 GUARDRAIL 6' TALL CHAINLINK FENCE (TYPICAL) WETLAND BOUNDARY 100' WETLAND BUFFER LINE 15.00' ESMT 12'6'BERMREINFORCED CONCRETE RETAINING WALL SEE WALL SHEETSROAD ABLOCK WALL (TYPICAL) END CONCRETE WALL BEGIN BLOCK WALL 796.56' A C C E S S R O A D WQ CELL NO . 1 BOTTOM EL=386.0 WQ CELL NO . 2 BOTTOM EL=386.0 BERM EL=393.0 SPILLWAY EL=392.53:13:13:1 3:1 3:13:13:1CONCRETE RETAINING WALL BLOCK WALL (TYPICAL) 70 69 FLOW DISPERSAL TRENCH FLOW DISPERSAL TRENCH BERM WITH KEYWAY PER DETAIL, SHEET C-506 392.00393.00 392.00 392.00 391.99 12' 15' MIN 15' 390.21 390.21 386 38 6 390390 386 386 390390390 386 39 2 404 403 402401400399399 398397396395 39 0 38 5 395390 376 378 380 382 384 386 388 390 392 394 396 398 400 402 404 406 376 378 380 382 384 386 388 390 392 394 396 398 400 402 404 406 401.23407.490+00 400.68403.35399.73399.61386.36394.78386.06391.361+00 386.42388.04385.92383.67381.852+00 379.92377.07376.932+56 EXISTING GROUND PROPOSED GROUND FLOW DISPERSAL TRENCH W/ TYPE 1 CB NGPA TRACT CHAIN LINK FENCE PER DETAIL, SHEET C-508 MAX. WATER SURFACE EL 392.0 ROAD A 4: 1 3:1 REINFORCED CONCRETE WALL TOW ELEV = 393.0xxGUARD RAIL xxTOW ELEVATIONS VARY IN FLOW CONTROL CELL OVERFLOW WATER SURFACE EL 392.2 EMERGENCY OVERFLOW WATER SURFACE EL 392.5 CHAIN LINK FENCEPER DETAIL, SHEET C-508 POND BOTTOM EL=386.0 DETENTION/INFILTRATION POND 10' 382 384 386 388 390 392 394 396 398 400 402 404 406 382 384 386 388 390 392 394 396 398 400 402 404 406 399.17403.460+00 398.54398.93396.42395.95386.00392.96393.00389.981+00 393.45386.86384.382+00 2+25 EXISTING GROUND MAX. WATER SURFACE EL=392.0 TOW ELEV = 393.0 ROAD A CHAIN LINK FENCE PER DETAIL, SHEET C-508 xxCHAIN LINK FENCE PER DETAIL, SHEET C-508 NGPA TRACT PROPOSED GROUND GUARD RAIL xx4: 1 TOP AND BOTTOM OF WALL ELEVATIONS VARY OVERFLOW WATER SURFACE EL 392.2 EMERGENCY OVERFLOW WATER SURFACE EL 392.5 POND BOTTOM EL=386.0 15' ACCESS ROAD REINFORCED CONCRETE WALL WQ POND CELL NO. 2 TOP OF THE BERM SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-023 LOWER WETPOND GRADING SECTIONS DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\C-023 SITE GRADING PLAN_AS BUILTS.DWG4/25/2017 3:52:08 PM00 20 40 SECTION B-B SECTION A-A TOW EL=393TOW EL=405.0 1 713 9 28 10 33 25 31 24 2627 2930 43 34 35 36 32 45 44 42 37 41 54 464756 495051 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 345 6 8 11 12 141516 171819 2021 22 23 40 3839 69 KEYMAP THIS SHEET LOWER POND 1.SUBGRADE FOR POND CELLS WQ1 AND WQ2 (INCLUDING BOTTOM AND SIDES BELOW WATER LEVEL) SHALL BE INSPECTED BY THE PROJECT GEOTECHNICAL ENGINEER AS CONSTRUCTIOIN IS NEARING COMPLETION TO DETERMINE WHETHER OR NOT A COMPACTED TILL LINER IS NEEDED TO PREVENT INFILTRATION. 2.WHEREVER THE PERMEABILITY OF THE WQ POND CELL SUBGRADE MATERIAL IS GREATER THAN 0.000024 INCHES PER MINUTE (AS DETERMINED BY THE GEOTECHNICAL ENGINEER) THE CONTRACTOR SHALL OVEREXCAVATE THE IDENTIFIED AREAS TO A DEPTH OF 18 INCHES AND REPLACE WITH COMPACTED TILL. 3.TILL SHALL BE PLACED IN 6-INCH LIFTS COMPACTED TO 95% MINIMUM DRY DENSITY (PER ASTM D-1557) CONSISTING OF SOIL MATERIAL AS FOLLOWS: SIEVE SIZE PERCENT PASSING 6-INCH 100% 4-INCH 90% #4 70-100% #200 20% WQ POND SUBGRADE CONSTRUCTION NOTES 1.SEE SHEETS C-030 TO C-035 FOR WALL PLAN AND PROFILES AND DETAIL SHEETS FOR WALL CROSS SECTIONS. 2.SEE SHEETS C-201 TO C-205 STORM DRAIN PLAN AND PROFILES. 3.SEE SHEET C-506 FOR INTERNAL BERM KEYWAY. NOTES Utility/Open Space Tract IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date:CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG REINFORCED CONCRETE WALL PER WALL PLANS REINFORCED CONCRETE WALL PER WALL PLANS TOW ELEV 391.0 "LOW-GROW" SEED MIX -DWARF TALL FESCUE - 40% -DWARF PERENNIAL RYE "BARCLAY" - 30% -RED FESCUE - 25% -COLONIAL BENTGRASS - 5% WQ POND SEED MIX 22 24 xSSSSSSSSSSSSSSSSS SCITY OF RENTONCITY OF KENT 12+00 13+00 14+00 15+00S1°49'09"W 304.13' 380380 390 390390390 386 388 380 380 380 378 380 390 382 384 386 388 386 388 384 382 22LF- 12" CPEP @ 0.51%69LF- 18" RCP @ 3.64%CB 5201 CB 52 CB 50 CB 5001 35LF - 12" @ 5.28% 22LF - 12" @ 1.16%17.5'31LF - 12" @ 0.58%5' 43' RO W 17. 5 ' CB 51 CB 5101 22LF - 12" @ 0.50% 30LF - 12" @ 0.51% 2% DW CL STA 15+30.58, W = 18' DW CL STA 12+96.55, W = 16' DW CL STA 14+06.57, W = 18' 382 388 PC: 11+57.88PT: 11+78.21PC: 12+84.42PT: 13+11.87PC: 14+14.82PT: 15+16.66STSTM A T C H L I N E S T A 1 4 + 9 5 360 365 370 375 380 385 390 395 400 405 410 415 420 388.86384.52388.29384.11387.73383.73387.16383.4112+00 386.59383.27386.02383.20385.45383.04384.88382.8613+00 384.51382.87384.64382.85385.28382.88386.43382.8514+00 387.90383.36389.37383.77390.85384.01391.71384.3814+90 FINISHED GRADE EXISTING GRADE SAN 391LF - 10" @ -0.85%SAN 391LF - 10" @ -0.85%SAN 391LF - 10" @ -0.85% SAN 56LF - 8" @ - 7 . 3 4 % SAN 391LF - 10" @ -0.85% SAN MH 1266-2 RIM=388.53 INV S=377.32 INV NW=377.40 SAN 56LF - 8" @ - 7 . 3 4 % CB 5201, WQ4 (STORM FILTER) (SEE DETAIL, DWG C-510) ROAD A ALIGNMENT STA=12+51.06 10.88,R RIM=385.78 12" INV W=382.18 12" INV E=382.18 CB 5001, WQ 2 (STORM FILTER) (SEE DETAIL, DWG C-510) ROAD A ALIGNMENT STA=14+00.32 10.77,R RIM=386.13 12" INV W=382.85 12" INV E=382.85 5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33 PVI ELEV=383.67 LOW PNT STA=13+31.15 LOW PNT ELEV=384.49 K=12.2 VC=100.00' 5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33 PVI ELEV=383.67 LOW PNT STA=13+31.15 LOW PNT ELEV=384.49 K=12.2 VC=100.00' 5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33 PVI ELEV=383.67 LOW PNT STA=13+31.15 LOW PNT ELEV=384.49 K=12.2 VC=100.00' 5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33 PVI ELEV=383.67 LOW PNT STA=13+31.15 LOW PNT ELEV=384.49 K=12.2 VC=100.00'PVC 14+75.00ELEV = 390.85CB 51, TYPE 1 ROAD A ALIGNMENT STA=13+30.78 10.87,L RIM=384.17 12" INV E=381.17 CB 5101, WQ3 (STORM FILTER) (SEE DETAIL, DWG C-510) ROAD A ALIGNMENT STA=13+30.79 10.92,R RIM=384.17 12" INV W=381.06 12" INV E=381.06 SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES RIM=385.80 INV W 12"DI=382.22 INV E 12"DI=382.22 RIM=384.27 INV W 12"DI=381.09 INV E 12"DI=381.09 RIM=386.16 INV W 12"DI=382.91 INV E 12"DI=382.91 RIM=384.22 INV E 12"CPEP=381.60xxxxxxxSCITY OF RENTONCITY OF KENT 390 390400391.98391.7810+00 391.14390.73390.57388.18390.00385.88389.43385.0711+00 SAN MH 1266-1 RIM=390.70 INV N=374.00 INV E=373.90 -4.01%PVIS: 9+93.77PVIE: 392.23-4.01%-4.01%PVIS: 9+93.77PVIE: 392.23-4.01% SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-101 124TH AVE SE (ROAD A) PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:57:15 PM00 20 40 EXISTING HOUSE #1 FFE = 386.55 EXISTING HOUSE #2 FFE = 388.79 CITY OF KENTCITY OF RENTON1" = 10' VERTICAL 1" = 20' HORIZONTAL12'12'5.5'12'11 11 12 4'STA:10+55.87, 12.00' LT (SEE KENT PLANS FOR ADDITIONAL INFORMATION) STA:10+58.23, 12.00' RT (SEE KENT PLANS FOR CONTINUATION AND ADDITIONAL INFORMATION) NOTE: ALL WORK WITHIN THE CITY OF KENT OR UNINCORPORATED KING COUNTY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS FROM THE APPROPRIATE JURISDICTION. ALL CITY OF KENT AND KING COUNTY UTILITIES SHALL BE MARKED ACCORDINGLY.46.5'34'16 23 23 16 ROWROWTYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 16 17 TYPE 1L CATCH BASIN W/ SOLID LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 18 19 20 CROSSWALK PER COR STD PLAN 127 ON SHEET C-502 22 21 SAWCUT EXISTING PAVEMENT CURB RAMP PER WSDOT STANDARD DETAIL F-40.12-02 TYPE A PER DETAIL SHEET C-501 NEW LANDSCAPING SEE LANDSCAPE PLANS BY WEISMAN DESIGN GROUP CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 SITE PLAN KEY NOTES 1 2 3 4 5 6 7 10 5' SIDEWALK PER CITY OF RENTON STANDARD DETAIL F005 PER DETAIL SHEET C-501 SOOS CREEK TRAIL (BY OTHERS)9 RIPRAP PAD PER KCSWDM TABLE 4.2.2.A. MAX STONE SIZE: 24" MEDIAN STONE SIZE: 16" MIN STONE SIZE: 4" RIPRAP SHOULD BE REASONABLY WELL GRADED PAD SIZE PER PLAN VIEW 11 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 13 PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 14 NOT USED ON THIS SHEET15 DEBRIS BARRIER PER DETAIL ON SHEET C-505 12 8 CURB RAMP PER WSDOT STANDARD DETAIL F-40.15-02 TYPE B PER DETAIL SHEET C-501 11 NOT USED ON THIS SHEET NOT USED ON THIS SHEET NOT USED ON THIS SHEET NOT USED ON THIS SHEET NOT USED ON THIS SHEET NOT USED ON THIS SHEETSE 192ND ST11 124TH AVE SE (ROAD A) KEY MAP NTS 1 713 9 28 10 33 25 31 24 2627 29 30 43 34 35 36 32 4544 42 37 41 54 46 47564950 51 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 345 6 8 11 12 14 15 16 17 18 19 20 21 2223 40 3839 69 KEY MAP NTS THIS SHEET 43'ROW23 16 11 PROPERTY LINE CITY OF KENT KING COUNTY CITY OF KENTCITY OF RENTONCITY OF KENT CITY OF RENTON STORMFILTER CATCH BASIN WITH (1) 27" DEEP ZPG CARTRIDGE PER STD DETAIL ON SHEET C-510 23 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date: CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG 2%2%NOT USED ON THIS SHEET xxxxxxxxxxxxxxxxx x x x x x x x x x Tract LTract MS01 ° 4 9 ' 0 9 " WN88°10'51"WS01 ° 4 9 ' 0 9 " W 182. 9 8 '120.00'100. 0 0 ' S S SS CB 49 10'6'12 ' 15+00 16+00 17+00 18+00 19+0 0 20+0 0 5 3+ 00 CB 48 390 40 0 390 390 390440390 400 400 380 390 382 384 386 388 41 0 390 390 400 390 400 420 410 41 0 CB 33 CB 32 CB 401, TYPE 1L CB 4 CB 1401 CB 14 194L F - 1 5 " @ 2 . 5 8 % 88LF - 1 2 " @ 4 . 5 4 % 24LF - 15" @ 1.81% 86LF - 12 " @ 7 . 31% 26LF - 1 2" @ 0. 4 9 % 98LF - 1 5 " @ 0 . 7 7 % CB 3 37LF - 12 " @ 3 .78% CB 2 CB 4701 14LF - 15" @ 16.77% INSTALL CASING THROUGH WALL PER C-505 & C-631 14LF - 15" @ 1.06% CB 38 35LF - 15 " @ 0 .51% CB 37 155LF - 15" @ 1.79% 99LF - 15" @ 0.51% 51LF - 18" @ 3. 1 6 % 22LF - 18"@ 1.14% CB 1 14LF - 12" @ 1.75% 88LF - 1 2 " @ 2 .8 5%10'5'12'43'ROW17 . 5 ' R25' CB 4702 CB 47 65LF - 18" @ 0.54% 39LF - 15" @ 0.51% 12LF - 15" @ 19.45% INSTALL CASING THROUGH WALL PER C-505 & C-631 CB 201 36LF - 15" @ 1.38% 54LF - 18" @ 0.00% 54LF - 18" @ 0.00% CB 4700 ST 2%2%2% 2%2%CB - 37.3 CB - 37.2 CB - 37.1 DW CL STA 15+30.58, W = 18' DW CL STA 15+72.42, W = 18' DW CL STA 19+70.60, W = 18' DW CL STA 20+11.10, W = 18' 402 398 2%2%2%2%PT: 15+16.66PC: 16+21.03PT: 18+26.70CB - 37.5 CB - 37.6 CB - 37.7ST ST STST ST STSTSTSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTST54.0 LF @ 2.26%MATCH L INE STA 14+95MATCH LINE STA 19+93370 375 380 385 390 395 400 405 410 415 420 425 430 370 375 380 385 390 395 400 405 410 415 420 425 430 392.26384.7515+00 393.52386.29394.66387.66395.65388.35396.51389.2716+00 397.22392.38397.81395.24398.25397.73398.62399.5517+00 399.00401.76399.37403.55399.75404.52400.12405.7618+00 400.50405.10400.87405.09401.25405.47401.62405.9719+00 402.00405.64402.37404.63402.84404.69FINISHED GRADE EXISTING GRADE 194LF - 15" CPEP @ 2.58%194LF - 15" CPEP @ 2.58% SAN 120LF - 8" @ -1.59% SAN 136LF - 8" @ -1.45% SAN 346LF - 8" @ -2.16%SAN MH 1266-3RIM=391.92INV SE=381.50INV NW=381.60SAN 120LF - 8" @ -1.59% SAN MH 1266-4 RIM=396.79 INV SE=383.50 INV NW=383.60 INV SW=383.60 SAN MH 1266-5 RIM=399.22 INV SE=385.57 INV N=385.67 CB 2, TYPE 2 ROAD A ALIGNMENT STA=16+02.51 10.85,R RIM=396.27 12" INV SW=390.35 15" INV NW=392.75 18" INV NE=389.85 155LF - 15" CPEP @ 1.79% CB 3, TYPE 1 L ROAD A ALIGNMENT STA=17+96.27 9.00,L RIM=399.89 15" INV SE=396.01 15" INV N=396.01 98LF - 15" CPEP @ 0.77% CB 4, TYPE 1 L ROAD A ALIGNMENT STA=18+93.59 14.88,R RIM=401.13 15" INV W=397.20 15" INV N=397.20 194LF - 15" CPEP @ 2.58% 1.50%1.50%1.50%1.50%PVT 16+75.00ELEV = 398.25PVI STA=15+75 PVI ELEV = 396.75 HIGH PT STA= 16.75 HIGH PT ELEV=398.25 K=45.4 VC=200'PVC 19+53.49ELEV = 402.43CB 401, TYPE 1 ROAD A ALIGNMENT STA=18+93.50 8.88,L RIM=401.35 15" INV S=396.77 15" INV E=396.77 CB 201, ROAD A ALIGNMENT STA=16+38.97 9.30,R RIM=397.38 15" INV NW=393.24 15" INV SE=393.24 36LF - 15" CPEP @ 1.38% SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES RIM=399.85 INV SE 15"CPEP=396.13 INV N 15"CPEP=396.33 RIM=401.27 INV S 15"CPEP=396.87 INV E 15"CPEP=396.97 RIM=401.21 INV W 15"CPEP=397.20 INV N 15"CPEP=397.20 RIM=396.48 INV SW 12"CPEP=390.08 INV NW 15"CPEP=392.76 INV NE 18"CPEP=389.82 RIM=397.39 INV NW 15"CPEP=393.49 INV SE 15"CPEP=393.39 98.3 LF @ 0.55% 156.4 LF @ 1.69% 33.9 LF @ 1.86% 193.8 LF @ 2.57% SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-102 ROAD A PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:57:48 PM00 20 40 FLOW CONTROL CELL 1 2 35 36 37 38 39 40 41 42 43 70 PROPOSED ROW GUARD RAIL FENCE ACCESS ROAD REFER TO SHEET C-023 GATE 1" = 10' VERTICAL 1" = 20' HORIZONTAL 15" I.E. = 388.00 3 2 8 7 9 10 13 14 22 20 17 16 16 TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 16 TYPE 1 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 17 18 19 TYPE 2 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL PER SHEET C-503 AND C-504 20 CROSSWALK PER COR STD PLAN 127 ON DETAIL SHEET C-50222 NOT USED ON THIS SHEET21 NEW LANDSCAPING SEE LANDSCAPE PLANS BY WEISMAN DESIGN GROUP CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 5' SIDEWALK W/ 8' LANDSCAPE STRIP PER CITY OF RENTON STANDARD DETAIL F005.1 PER DETAIL SHEET C-501 SITE PLAN KEY NOTES 1 2 3 4 5 6 7 10 SOOS CREEK TRAIL (BY OTHERS)9 RIPRAP PAD PER KCSWDM TABLE 4.2.2.A. MAX STONE SIZE: 24" MEDIAN STONE SIZE: 16" MIN STONE SIZE: 4" RIPRAP SHOULD BE REASONABLY WELL GRADED PAD SIZE PER PLAN VIEW 11 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 13 PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 14 15 12 8 NOT USED ON THIS SHEET23 NOT USED ON THIS SHEET TYPE 1L CATCH BASIN W/ SOLID LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 NOT USED ON THIS SHEET NOT USED ON THIS SHEET CURB RAMP PER WSDOT STD DETAIL F-40.16-02 PER DETAIL ON SHEET C-502 NOT USED ON THIS SHEET WETPOND CELL #2 THIS SHEET KEY MAP NTS 1 713 9 28 10 33 25 31 24 2627 2930 43 34 3536 32 45 44 42 37 41 54 464756 495051 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 345 6 8 11 12 1415161718192021 22 23 40 3839 69 ROOF DRAIN SYSTEM PER STORM DRAINAGE PLANS CHAIN LINK GATE PER DETAIL ON SHEET C-50724 24 CHAIN LINK FENCE PER DETAIL ON SHEET C-50825 RESIDENTIAL DRIVEWAY PER DETAIL ON SHEET C-50226 DRIVEWAY 26 DRIVEWAY (TYP.)26 RETAINING WALLS PER WALL PLANS ROA D A SDMH, TYPE II-54" OVERFLOW STRUCTURE W/ DEBRIS CAGE PER DETAIL ON SHEET C-505 27 2 GUARDRAIL PER DETAIL ON SHEET C-50228 ROAD A ALIGNMENT STA: 16+23.22 ROAD B ALIGNMENT STA: 53+91.80 NOTES: 1. POND OUTLET PER SHEETS C-023, C-202 AND C-204 2. BERM WITH KEYWAY PER SHEETS C-506 & C-631 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date: CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG 20 20 20 20 WETPOND CELL #1 NOT USED ON THIS SHEET 13 CURB RAMP PER WSDOT STANDARD DETAIL F-40.12-02 TYPE A PER DETAIL SHEET C-501 CURB RAMP PER WSDOT STANDARD DETAIL F-40.15-02 TYPE B PER DETAIL SHEET C-501 5' SIDEWALK PER CITY OF RENTON STANDARD DETAIL F005 ON SHEET C-501 4 4 4' ACCESS PATH W/ STAIRS PER SHEET C-024 & C-634 18 20 20 ROOF DRAIN SYSTEM PER STORM DRAINAGE PLANS 18 5 18 ROOF DRAIN CROSSING WITH 10" SLEEVE. SEE C-024 xx124TH AVE SETract CTract NWWWWWWS S S 10'10'6'20+00 21+00 22+00 23+00 24+00 25+0010'PROPOSED ROW S 410 420 43 0 430430 44 0440 450 4104204304404 5 0 43 0 440 420 430 410 400 410 430 4 4 0 420 410 CB 11 CB 10 CB 801 CB 8 CB 7 CB 5 CB 6 CB 401, TYPE 1L 45LF - 12" @ 11.26% 35LF - 1 2 " @ 1 3 . 6 6 % 54LF - 12" @ 14.49% 139LF - 12" @ 5.83%194LF - 1 5 " @ 2 . 5 8 % 24LF - 12" @ 1.05%24LF - 12" @ 4.21%10' 10'10'CB 42 CB 43 CB 45 ROUND LOCKING LID10'5'15.5'R24'R8' CB 1001 127LF - 12" @ 12.91% CB 4500 CB 9 107LF - 1 2 " @ 8 . 9 7 % 154LF - 12" @ 12.3 2 % 54LF - 1 2 " @ 1 2. 7 6 % 24LF - 12" @ 1.68% CB 44 CB 35 2%2%2%DW CL STA 19+70.60, W = 18' DW CL STA 22+88.74, W = 18' DW CL STA 22+53.86, W = 18' DW CL STA 22+20.44, W = 18' DW CL STA 21+80.22, W = 18' DW CL STA 21+30.66, W = 18' DW CL STA 20+90.66, W = 18' DW CL STA 20+50.66, W = 18' DW CL STA 20+11.10, W = 18' DW CL STA 23+24.34, W = 18'2%2%2%1%2%1%PC: 22+24.83PT: 23+06.77PC: 24+07.98PT: 25+20.5649LF - 12" @ 14.09%STST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST66.7 LF @ 10.52% 24.5 LF @ 2.62%MATCH LINE STA 19+93M A T C H L I N E S T A 2 4 + 6 8 390 395 400 405 410 415 420 425 430 435 440 445 450 390 395 400 405 410 415 420 425 430 435 440 445 450 402.95404.7419+80 403.50404.9520+00 404.39406.82405.50407.36406.75407.17408.00407.2421+00 409.37407.32410.97407.41412.83407.49414.92406.7022+00 417.26405.11419.85406.40422.67407.90425.75409.5923+00 428.95413.63432.15417.70435.35421.23438.55423.9624+00 441.76427.05444.96433.40447.52439.0824+70 FINISHED GRADE EXISTING GRADE CB 6, TYPE 1 ROAD A ALIGNMENT STA=20+87.22 8.88,L RIM=407.09 12" INV N=404.00 12" INV E=404.00 139LF - 12" CPEP @ 5 . 8 3 % CB 7, TYPE 1 ROAD A ALIGNMENT STA=22+26.13 8.88,L RIM=417.10 12" INV N=412.10 12" INV S=412.10 54LF - 12 " C P E P @ 1 4 . 4 9 % CB 8, TYPE 1 ROAD A ALIGNMENT STA=22+82.76 8.87,L RIM=423.32 12" INV NW=419.95 12" INV S=419.95 12" INV E=419.95 35LF - 12" C P E P @ 1 3 . 6 6 % CB 10, TYPE 1 ROAD A ALIGNMENT STA=24+49.91 8.88,L RIM=444.67 12" INV NW=441.15 12" INV SE=441.15 12" INV NE=441.15 194LF - 15" CPEP @ 2.58%SAN 172LF - 8" @ - 8 . 2 0 % SAN MH 1266-6 RIM=407.63 INV S=393.13 INV N=393.23 INV W=393.23 SAN MH 1266-7 RIM=421.58 INV S=407.35 INV NW=407.45 SAN 149LF - 8 " @ - 1 2 . 1 8 % SAN MH 1266-9 RIM=440.43 INV SE=425.60 INV NW=425.70 5.00% 12.81% 5.00% 12.81% 5.00% 12.81% 5.00% 12.81%PVC 21+00.86ELEV 408.05PVT 23+00.86ELEV 425.86PVI STA=22+00.86 PVI ELEV=413.05 LOW PNT STA=21+00.86 LOW PNT ELEV=408.05 K=25.6 VC=200.00'PVT 20+53.49ELEV = 405.68PVI STA=20+03.49 PVI ELEV =402.43 LOW PT STA=19+53.49 LOW PT ELEV=402.43 K=28.6 VC=100' CB 5, TYPE 1 L ROAD A ALIGNMENT STA=20+87.22 14.87,R RIM=406.97 12" INV W=403.00 15" INV S=402.20 CB 9, TYPE 1 ROAD A ALIGNMENT STA=24+11.50 8.88,L RIM=439.75 12" INV NW=436.40 12" INV SE=436.40 127LF - 12 " C P E P @ 1 2 . 9 1 % SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES RIM=407.28 INV N 12"CPEP=404.18 INV E 12"CPEP=404.08 RIM=417.29 INV N 12"CPEP=412.29 INV S 12"CPEP=412.11 RIM=423.59 INV NW 12"CPEP=419.89 INV S 12"CPEP=419.89 INV E 12"CPEP=419.84 RIM=439.41 NOT SET INV NW 12"CPEP=436.56 INV SE 12"CPEP=436.36 RIM=444.69 NOT SET INV NW 12"CPEP=441.09 INV SE 12"CPEP=441.09 INV NE 12"CPEP=441.19 RIM=407.28 INV N 12"CPEP=404.18 INV E 12"CPEP=404.08 193.8 LF @ 2.57% 138.9 LF @ 5.71% 54.3 LF @ 4 . 0 0 % 127.4 LF @ 1 2 . 9 2 % 34.5 LF @ 1 3 . 1 3 % SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-103 ROAD A PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:58:31 PM00 20 40 50 51 52 53 54 49 48474645 69 68 67 66 60 6465 1" = 10' VERTICAL 1" = 20' HORIZONTAL 2 3 10 8'45'ROW16 17 16 14 13 NEW LANDSCAPING SEE LANDSCAPE PLANS BY WEISMAN DESIGN GROUP CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 SITE PLAN KEY NOTES 1 2 3 5 10 SOOS CREEK TRAIL (BY OTHERS)9 11 6 NOT USED ON THIS SHEET NOT USED ON THIS SHEETNOT USED ON THIS SHEET 16 17PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 13 PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 14 12 NOT USED ON THIS SHEET TYPE 1L CATCH BASIN W/ SOLID LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 18 TYPE 2 CATCH BASIN W/ VANED GRATE PER DETAIL ON SHEET C-503 AND C-504 19 20 CROSSWALK PER COR STD PLAN 127 PER DETAIL SHEET C-50222 21 KEY MAP NTS 1 713 9 28 10 33 25 31 24 2627 2930 43 34 3536 32 4544 42 37 41 54 464756 49 50 51 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 3456 8 11 12 14 1516 17 18192021 22 23 40 38 39 69 NTS THIS SHEET 16 16 17 16 16 ROOF DRAIN SYSTEM PER STORM DRAINAGE PLANS RESIDENTIAL DRIVEWAY PER DETAIL ON SHEET C-50226 26 22 25 NOT USED ON THIS SHEET 17 17 16 ROAD A 63 62 61 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date: CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG NOTE INSTALL 1 PIPE ANCHOR PER 50' FOR PIPES ABOVE 10% SLOPE PIPE ANCHOR DETAIL PER SHEET C-506 16 TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 TYPE 1 CATCH BASIN W/ SOLID ROUND LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 TYPE 2 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL PER SHEET C-503 AND C-504 5' SIDEWALK W/ 8' LANDSCAPE STRIP PER CITY OF RENTON STANDARD DETAIL F005.1 PER DETAIL SHEET C-501 4 5' SIDEWALK PER CITY OF RENTON STANDARD DETAIL F005 ON SHEET C-501 4 4 4 4' ACCESS PATH W/ STAIRS PER SHEET C-024 & C-634 10' PEDESTRIAN ACCESS AND STORM DRAINAGE TRACT NOT USED ON THIS SHEET 8 7 SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD DETAIL F-40.16-02 ON SHEET C-502 NOT USED ON THIS SHEET NOT USED ON THIS SHEET 7 7 XXX X X X XXSDOHEOHEOHEOHEEEOHEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWWWWWGGGGGCOMMCOMMCOMMCOMMCOMM89+0025+00 26+00 27+00 28+00 10'ROAD A ALIGNMENT STA: 25+53.15 ALLEY ALIGNMENT STA: 89+64.82 1ENDS S S430430 4404504 6 0 4704404 4 0 4504604704504604704404704 8 0460 CB 1301CB 1201 CB 12 CB 36 CB 11 CB 10 99LF - 12" @ 8.37% 45LF - 12" @ 11.26% 3 5 L F - 1 2 " @ 1 3 . 6 6% 19LF - 12" @ 1.34% 18LF - 12" @ 1.13% CB 45 ROUND LOCKING LID 10'5'R25'R24'R8'CB 4500 CB 4502 23LF - 12" @ 1.75%PT: 89+37.24 CB 9 5 4 L F - 1 2 " @ 1 2 . 7 6 % 24LF - 12" @ 1.68% 59LF - 12" CPEP @ 0.50% CB 46 CB 4501 2%2%DW CL STA 27+38.99, W = 30' DW CL STA 27+81.99, W = 20' DW CL STA 27+77.14, W = 13.5' 9LF - 12" CONCRETE PIPE @ 51.79%2101%CB 63 STA=28+80.26 19.00 L RIM=479.10 12" INV W=475.50 12" INV E=475.50 PC: 24 + 0 7. 9 8 PT: 25+20.56PC: 26+87.57PT: 27+11.52PC: 28+19.45PT: 28+43.4049LF - 12" @ 14.09% 17LF - 12" @ 8.93% CB 11A STA=25+50.69 10.08 L RIM=457.63 12" INV W=453.45 12" INV E=453.10 CB 13 ST STSTCB 64 TYPE 2ST STSTUDUDSTSTSTSTST ST 18.4 LF @ 1.47% 66.7 LF @ 10.52% 24.5 LF @ 2.62%MATCH LINE STA 24+68430 435 440 445 450 455 460 465 470 475 480 485 490 430 435 440 445 450 455 460 465 470 475 480 485 490 447.52439.0824+70 448.16440.00451.36444.8025+00 454.57449.08457.77453.33460.97457.45464.17461.4026+00 467.27465.14470.00468.82472.36471.58474.34474.4727+00 475.94477.70477.17477.69478.02478.07478.50478.4928+00 478.84478.89479.19479.50479.7029+00 479.93FINISHED GRADE EXISTING GRADE CB 11, TYPE 1 ROAD A ALIGNMENT STA=25+00.12 8.88,L RIM=451.10 12" INV W=446.25 12" INV SE=446.25 CB 12, TYPE 1 ROAD A ALIGNMENT STA=26+34.04 8.88,L RIM=467.86 12" INV W=464.50 12" INV E=464.50 12" INV N=464.85 99LF - 12" CPEP @ 8 . 3 7 % 1.37%1.37%1.37%1.37% HIGH PT STA = 27+96.27 HIGH PT ELEV = 478.45 PVI STA = 27+01.27 PVI ELEV = 477.15 K = 16.61 190' VC BVCS: 26+06.27BVCE: 464.98EVCS: 27+96.27EVCE: 478.45MATCH EXISTING STA 28+43.40 ELEV 479.09 SAN MH 1266-10RIM=448.85INV SE=434.50INV W=434.60SAN 246LF - 8 " @ - 1 1 . 9 3 % SAN MH 1266-11 RIM=475.96 INV E=464.00 INV W=464.10 SAN 114LF - 8" @ -5.17% SAN MH 1266-12 RIM=479.00 INV E=470.0066LF - 12 " C P E P @ 1 4 . 3 9 % 59LF - 12" CPEP @ 0.50% CB 46, TYPE 2-54" DIA W/FLOW SPLITTER (SEE DETAIL, DWG C-506) ROAD A ALIGNMENT STA=25+68.04 9.83,L RIM=459.86 12" INV E=455.00 12" INV W=455.00 17LF - 12" CPEP @ 8.93% 45LF - 12" CPEP @ 11.26% SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES 87LF - 12" CPEP @ 2.82% 49LF - 12" CPEP @ 14.09% CB 11A, TYPE 1 ROAD A ALIGNMENT STA=25+50.69 10.08,L RIM=457.63 12" INV W=453.45 12" INV E=453.10 CB 13, TYPE 1 ROAD A ALIGNMENT STA=27+31.64 8.88,L RIM=476.02 12" INV W=472.75 12" INV E=472.75 12" INV N=472.75 12" CROSSING INV=472.40 RIM=467.91 NOT SET INV W 12"CPEP=464.81 INV E 12"CPEP=464.81 INV N 12"CPEP=465.01 RIM=451.26 NOT SET INV W 12"CPEP=447.66 INV SE 12"CPEP=447.66 RIM=459.43 NOT SET INV E 12"CPEP=454.68 INV W 12"CMP=454.28 INV SE 12"CMP=454.68 CB 63, TYPE 1 W/ STD GRATE ROAD A ALIGNMENT STA=28+80.26 19.00,L RIM=479.10 12" INV W=475.50 RIM=479.32 INV W 12"CPEP=475.66 45.9 LF @ 14.33% 34.5 LF @ 13.13 % 34.5 LF @ 13.13%34.5 LF @ 13.13% 64.6 LF @ 1 6 . 3 1 %WWWWGSHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-104 SE 188TH ST (ROAD A) PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:59:04 PM00 20 40 54 1" = 10' VERTICAL 1" = 20' HORIZONTAL 20 16 16 16 16 17 30'ROW17.5'16 17 TYPE 1L CATCH BASIN W/ SOLID LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 18 19 CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 KEY NOTE SCHEDULE 1 2 3 4 5' SIDEWALK PER CITY OF RENTON STANDARD DETAIL F005 ON SHEET C-501 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 13 14 15 TO5 12 NOT USED ON THIS SHEET NOT USED ON THIS SHEET SAWCUT EXISTING PAVEMENT NOT USED ON THIS SHEET NOT USED ON THIS SHEET NOT USED ON THIS SHEET KEY MAP NTS THIS SHEET Circular block ref "_AEC_GRIPS_NONE" 1 713 9 28 10 33 25 31 24 2627 29 30 43 34 3536 32 45 44 42 37 41 54 464756 495051 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 345 6 8 11 12 14 151617181920 21 22 23 40 3839 69 SE 188TH ST RESIDENTIAL DRIVEWAY PER DETAIL ON SHEET C-50226 ROAD A 12.5' WALL #3 WILL BE REVIEWED UNDER REVISION TO THE BUILDING PERMIT #B14004908 ROAD A (SE 188TH S T )ALLEYCROSSWALK PER CITY OF RENTON STANDARD PLAN 127. SEE SHEET C-502 22 21 FLOW SPLITTER - TYPE 2 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL PER SHEET C-505 21 16 619900-0099 JANDA 619900-0100 SANTOS 619900-0160 JANDA619900-0180 JANDA 16 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date:CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG NOTE INSTALL 1 PIPE ANCHOR PER 50' FOR PIPES ABOVE 10% SLOPE PIPE ANCHOR DETAIL PER SHEET C-506 12:1 MAX LANDING DETAIL SCALE: 1"=5' NOTE: EXISTING CENTERLINE ROW IS 1' OFF CENTER OF EXISTING PAVEMENT IN SE 188TH ST. NOTE: EXISTING CENTERLINE ROW IS 1' OFF CENTER OF EXISTING PAVEMENT IN SE 188TH ST. STA: 28+29.40 9.00' RT 6.26'5'6'6' TERMINATE CONCRETE WALK W/ ADA COMPLIANT CONCRETE RAMP AND TRUNCATED DOMES PER COR STANDARD DETAIL ON SHEET C-501 478.80 478.70 478.50 478.60 478.50 479.00 479.10 CONTRACTOR TO FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO INSTALLATION 8 EXISTING 10' WIDE ROAD EASEMENT TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 TYPE 1 CATCH BASIN W/ SOLID ROUND LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 TYPE 2 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL PER SHEET C-503 AND C-504CB 64 TYPE 2 STA: 27+90.76, 14.88 LT RIM=478.82 12" IE S=473.04 12" IE E=473.04 12" IE W=473.04 CB 63 STA: 28+80.26, 19+00 L RIM=479.10 12" IE E=474.50 12" IE W=474.50 SEE SHEET C-113 FOR CONTINUATION IE=477.5 17 TO27 28 NOT USED ON THIS SHEET 29 BEAM GUARDRAIL TYPE 31 (PER WSDOT STD PLAN C-20.10.03). SEE SHEET C-302 30 SKT-TL2 BEAM GUARDRAIL FLARED TERMINAL (PER WSDOT STD PLAN C-4b) SEE SHEET C-302 END STA 25+73.15 30 START/ END STA 25+48.15 START/ END STA 25+96.75 30START STA 24+74.62 31 W6 X 8.5 X 6 STEEL POST (PER WSDOT STD PLAN C-20.10.03) SEE SHEET C-302 GUARDRAIL NOTE: 1.CONTRACTOR TO VERIFY LOCATION OF BURIED UTILITIES PRIOR TO POST CONSTRUCTION. 2.CONTRACTOR TO PROVIDE GEOTECHNICAL RECOMMENDATIONS FOR POST / GEOGRID INTERFERENCE. 23 22 23 xxxxSE 191ST S T S01° 5 1'3 7" W SSSSS12'16+0051+00 52+00 53+0063+0010'6'ROAD A STA: 16+23.22 ROAD B STA: 53+91.80S 390450 390390390 400 410420 430440450 410400 410420430440 390400 CB 24 CB 23 CB 22 CB 21 CB 19 CB 20 CB 15 CB 16 CB 1401 CB 14 24LF - 12" @ 1.05%50LF - 12" @ 5.02%98LF - 1 2 " @ 4 . 7 0 % 83LF - 12" @ 14.41% 86LF - 12" @ 7. 3 1 % 57LF - 12" @ 5.80%26LF - 12" @ 0.49%24LF - 12" @ 2.32% 37LF - 12" @ 3.78% CB 2 CB 38 99LF - 15" @ 0.51%51LF - 18" @ 3.16%22LF - 18" @ 1.14% CB 1 81LF - 12" @ 1 6 . 9 6 % CB 40 14LF - 12" @ 1.75% 88LF - 12" @ 2 . 8 5 % 5'12' 43' ROW 17.5'10'R25' 25'R25'R25'PC: 50+23.47PT: 51+61.77R25' CB 201 36LF - 15" @ 1.38% 2%2%2%2%56LF - 12" @ 1.94%2% 2% DW CL STA 15+30.58, W = 18' DW CL STA 15+72.42, W = 18' DW CL STA 52+49.33, W = 18' DW CL STA 52+09.41, W = 18'DW CL STA 51+67.15, W = 18' DW CL STA 51+30.82, W = 18' DW CL STA 50+71.45, W = 18' DW CL STA 61+96.53, W = 18' DW CL STA 63+50.64, W = 18' DW CL STA 50+69.03, W = 18' STST 27LF - 12" @ 12.58%430436 43443242642842442242041841641441241040840640440239892LF - 1 2" @ 0. 50 % 2%PT: 15+16.66PC: 16+21.03STST ST STST ST ST ST ST STST ST ST ST ST STST ST STSTSTST STSTSTSTST 54.0 LF @ 2.26% 370 375 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 455 457.3049+50 456.23454.1350+00 436.55450.10435.06438.23432.80436.46429.79432.3651+00 426.13424.27422.38417.69418.63413.23414.88410.3552+00 411.13407.59407.38405.46403.63402.05400.34397.0253+00 398.12393.76396.95393.51396.84392.50391.6154+00 389.93FINISHED GRADE EXISTING GRADE CB 22, TYPE 2 - 48" ROUND SOLID LID ROAD C ALIGNMENT STA=62+69.39 21.40,R RIM=436.41 12" INV NW=433.30 12" INV S=428.80 12" INV NE=428.80 98LF - 12" CPEP @ 4.70% CB 21, TYPE 1 ROAD B ALIGNMENT STA=51+14.25 14.87,R RIM=427.34 12" INV SW=424.20 12" INV NE=424.20 83LF - 12" CPEP @ 14.41% CB 20, TYPE 1 ROAD B ALIGNMENT STA=51+94.17 14.88,R RIM=415.36 12" INV SW=412.20 12" INV NW=412.20 86LF - 12" CPEP @ 7.31% CB 14, TYPE 1 ROAD B ALIGNMENT STA=53+65.70 17.18,R RIM=396.33 12" INV SW=391.75 12" INV NW=393.87 12" INV NE=391.75 SAN MH 1266-4 RIM=396.79 INV SE=383.50 INV NW=383.60 INV SW=383.60 SAN 122LF - 8 " @ - 7 . 8 4 % SAN MH 1266-13 RIM=405.59 INV NE=393.20 INV SW=393.30 INV NW=393.30 SAN 99 L F - 8 " @ - 1 3 . 4 6 % SAN MH 1266-14 RIM=420.46 INV NE=406.65 INV SW=406.75 SAN 7 6 L F - 8 " @ - 1 6 . 3 1 % SAN MH 1266-15 RIM=431.28 INV NE=419.19 INV W=419.19 SAN 80LF - 8" @ -5. 1 2 % SAN MH 1266-16 RIM=437.04 INV E=423.30 INV S=423.40 INV NW=423.40 37LF - 12" CPEP @ 3.78% -15.00 % -2.88% 2.00%PVC 52+76.71ELEV 403.38PVT 53+76.71ELEV 396.88PVI STA=53+26.71 PVI ELEV=395.88 LOW PNT STA=53+64.95 LOW PNT ELEV=396.76 K=5.9 VC=100.00'PVC 50+11.88ELEV 437.04PVT 51+11.88ELEV 428.10PVI STA=50+61.88 PVI ELEV=435.60 HIGH PNT STA=50+11.88 HIGH PNT ELEV=437.04 K=8.3 VC=100.00'PVC 52+76.71ELEV 403.38PVT 53+76.71ELEV 396.88PVI STA=53+26.71 PVI ELEV=395.88 LOW PNT STA=53+64.95 LOW PNT ELEV=396.76 K=5.9 VC=100.00'PVC 52+76.71ELEV 403.38PVT 53+76.71ELEV 396.88PVI STA=53+26.71 PVI ELEV=395.88 LOW PNT STA=53+64.95 LOW PNT ELEV=396.76 K=5.9 VC=100.00' SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES CB 15, TYPE 1 ROAD B ALIGNMENT STA=52+80.21 14.34,R RIM=402.48 12" INV NE=398.00 12" INV NW=398.00 RIM=402.68 INV NE 12"CPEP=397.93 INV NW 12"CPEP=398.03 RIM=415.51 INV SW 12"CPEP=412.34 INV NW 12"CPEP=412.26 RIM=427.47 INV SW 12"CPEP=424.17 INV NE 12"CPEP=424.17 RIM=436.57 INV NW 12"CPEP=433.07 INV S 12"CPEP=428.70 INV NE 12"CPEP=428.70 99 LF @ 4.57% 83.4 LF @ 14.19% SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-105 ROAD B PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:59:30 PM00 20 40 34 33 35 2 34567 1" = 10' VERTICAL 1" = 20' HORIZONTAL45'ROW29.5'16 16 16 16 16 16 16 17 20 20 16 16 16 17 18 19 20 22 21 SAWCUT EXISTING PAVEMENT CURB RAMP PER WSDOT STANDARD PLAN F-40.12 PER DETAIL SHEET C-501 NEW LANDSCAPING SEE LANDSCAPE PLANS BY WEISMAN DESIGN GROUP CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 5' SIDEWALK W/ 8' LANDSCAPE STRIP PER CITY OF RENTON STANDARD DETAIL F005.1 ON SHEET C-501 SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD DETAIL F-40.16-02 ON SHEET C-502 SITE PLAN KEY NOTES 1 2 3 4 5 6 7 10 5' SIDEWALK PER CITY OF RENTON STANDARD DETAIL F005 ON SHEET C-501 NOT USED ON THIS SHEET 9 RIPRAP PAD PER KCSWDM TABLE 4.2.2.A. MAX STONE SIZE: 24" MEDIAN STONE SIZE: 16" MIN STONE SIZE: 4" RIPRAP SHOULD BE REASONABLY WELL GRADED PAD SIZE PER PLAN VIEW 11 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 13 PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 14 NOT USED ON THIS SHEET15 12 8 CURB RAMP PER WSDOT STANDARD DETAIL F-40.15-02 ON SHEET C-501 23 NOT USED ON THIS SHEET24 25 1.5' WIDE GUTTER WITH 2" DEPTH FLOW LINE NOT USED ON THIS SHEET NOT USED ON THIS SHEET NOT USED ON THIS SHEET NOT USED ON THIS SHEET KEY MAP NTS THIS SHEET 1 713 9 28 10 33 25 31 24 2627 2930 43 34 3536 32 45 44 42 37 41 54 464756 495051 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 3456 8 11 12 1415161718192021 22 23 40 3839 69 17 ROOF DRAIN SYSTEM PER STORM DRAINAGE PLANS ROAD B ROAD AALLEYROAD B STA: 52+66.54 ALLEY STA: 80+00.00 72 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date: CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG NOTE INSTALL 1 PIPE ANCHOR PER 50' FOR PIPES ABOVE 10% SLOPE PIPE ANCHOR DETAIL PER SHEET C-506 20 17 20 20 REFER TO SHEET C-204 FOR STORM PROFILE CONTINUATION REFER TO SHEET C-204 FOR CONTINUATION REFER TO SHEET C-204 FOR STORM PROFILE CONTINUATION 8 CB 39 CB 18 10 TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 TYPE 1 CATCH BASIN W/ SOLID ROUND LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 TYPE 2 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL PER SHEET C-503 AND C-504 CROSSWALK PER COR STD PLAN 127 ON DETAIL SHEET C-502 NOT USED ON THIS SHEET NOT USED ON THIS SHEET 5 123RD AVE SETract F XX D MHRIM=432.76INV E,18"CONC=428.51INV W,18"CONC=428.76D CBRIM=420.23INV E,18"CONC=411.57INV W,18"CONC=411.65SDSDSDSDSDSDSDSDSDSDSDSDSDSDEEEEEEEEGGCOMMCOMMCOMMWSS S SS60+00 61+00 62+00 63+00 64+00 65+00 2 01 + 00 201+91.01 10'10'6' PROPOSED ROW 9'UDUDUDUDUDUDROAD B STA: 50+00.00 ROAD C STA: 62+79.38 ROAD C ALIGNMENT STA: 60+00.00 SE 192ND STREET ROAD C ALIGNMENT STA: 64+71.34 SHARED DRIVEWAY LOT 14 17 STA: 201+41.01 450 450450 460 4 70 440 450 450 460 440 450 460460460 SHARED ACCESS PER SHEET C-112 CB 25 CB 2501 CB 24 CB 23 CB 22 CB 3001 CB 30 128LF - 12" @ 9.25% 116LF - 1 2 " @ 8 . 2 6 % 24LF - 12" @ 1.05% 50LF - 12" @ 5 . 0 2 % 123LF - 1 2 " @ 0 . 5 0 %33LF - 12" @ 0.55%24LF - 12" @ 0.63%10' CB 29 10'29.5'9'R25'R25'R25'R28' R28' PC: 50+23.47PC: 61+82.36PT: 63+62.11PC: 64+66.55PC: 200+44.53PT: 201 + 1 5. 7 3 CB 2901 R25'5'8'2%2%2%DW CL STA 60+75.91, W = 18' DW CL STA 61+16.25, W = 18' DW CL STA 61+56.17, W = 18' DW CL STA 61+96.53, W = 18' DW CL STA 62+73.49, W = 18' DW CL STA 63+35.61, W = 18' DW CL STA 65+47.98, W = 18' DW CL STA 64+76.83, W = 18' DW CL STA 64+28.94, W = 18' DW CL STA 63+89.21, W = 18' DW CL STA 63+50.64, W = 18'20'TRACT436 24LF - 12" @ 1.06% 92LF - 12 " @ 0 . 5 0 % CB 2601 ST ST STST STSTSTSTST ST ST STST STSTSTSTST S T ST ST ST ST ST ST 122.8 LF @ 0.42%MATCH LINE STA 65+60410 415 420 425 430 435 440 445 450 455 460 465 470 475 480 433.79433.50441.51433.67444.3861+00 433.88446.42434.10448.75434.31450.48434.64453.2562+00 435.22453.94436.06454.16437.16454.30438.51453.4963+00 440.12443.96441.99445.38444.12445.39446.38447.0764+00 448.65452.32450.91456.80453.18464.24455.45466.7365+00 457.71469.69459.98472.4865+50 9.06% 0.85%PVT 60+84.64ELEV 433.54PVI STA=60+59.64 PVI ELEV=433.33 LOW PNT STA=60+75.21 LOW PNT ELEV=433.50 K=11.1 VC=50.00'PVC 61+76.32ELEV 434.32PVT 63+76.32ELEV 444.24PVI STA=62+76.32 PVI ELEV=435.17 LOW PNT STA=61+76.32 LOW PNT ELEV=434.32 K=24.3 VC=200.00' EXISTING GRADE FINISHED GRADE CB 30, TYPE 1 ROAD C ALIGNMENT STA=60+59.75 22.75,R RIM=433.01 12" INV N=429.87 12" INV W=429.87 123LF - 12" CPEP @ 0.50% 50LF - 12" CPEP @ 5 . 0 2 % CB 23, TYPE 1 ROAD C ALIGNMENT STA=63+15.93 14.88,R RIM=439.12 12" INV SW=435.80 12" INV SE=435.80 CB 24, TYPE 1 ROAD C ALIGNMENT STA=63+15.93 8.88,L RIM=439.24 12" INV NW=436.05 12" INV NE=436.05 116LF - 12" CP E P @ 8 . 2 6 % CB 22, TYPE 2 - 48" ROUND SOLID LID ROAD C ALIGNMENT STA=62+69.39 21.40,R RIM=436.41 12" INV NW=433.30 12" INV S=428.80 12" INV NE=428.80 CB 25, TYPE 1 ROAD C ALIGNMENT STA=64+33.13 8.92,L RIM=449.11 12" INV N=445.60 12" INV SE=445.60 12" INV NE=445.60 128LF - 12" C P E P @ 9 . 2 5 % SAN MH 1266-16 RIM=437.04 INV E=423.30 INV S=423.40 INV NW=423.40 SAN 232LF - 8" @ 0.43% SAN 196LF - 8" @ - 7 . 5 9 % SAN MH 1266-19 RIM=452.73 INV SE=438.30 INV N=438.40 INV SW=438.40 SAN 106LF - 8 " @ - 1 1 . 2 0 % CB 29, TYPE 1 ROAD C ALIGNMENT STA=61+82.36 14.75,R RIM=434.08 12" INV S=429.26 12" INV N=429.26 12" INV W=430.75 92LF - 12" @ 0.50%SEE DRAWINGS C-201 TO C-205 FOR ADDITIOANL STORM PROFILES RIM=433.11 INV N 12"CPEP=429.81 INV W 12"CPEP=429.81 RIM=434.11 INV S 12"CPEP=429.29 INV N 12"CPEP=429.29 INV W 12"DI=431.11 RIM=439.01 INV W 12"CPEP=435.94 INV SE 12"CPEP=435.94 RIM=439.24 INV NW 12"CPEP=436.13 INV E 12"CPEP=436.13 RIM=449.22 INV N 12"CPCP=445.67 INV SE 12"CPEP=445.57 INV NE 12"CPEP=445.67 RIM=436.57 INV NW 12"CPEP=433.07 INV S 12"CPEP=428.70 INV NE 12"CPEP=428.70 122.8 LF @ 0.42%91.7 LF @ 0.64% 49.5 LF @ 5.80% 115 LF @ 8.21% 128.1 LF @ 9. 0 4 % 410 415 420 425 430 435 440 445 450 455 460 465 470 475 480 435.45435.4560+00 434.60434.92433.79439.75PVIS: 60+00.00PVIE: 435.45-3.32%-3.66%PVC 60+34.64ELEV 434.24PVI STA=60+59.64 PVI ELEV=433.33 LOW PNT STA=60+75.21 LOW PNT ELEV=433.50 SAN MH 1266-17 RIM=433.87 INV N=424.40 INV W=424.50 STA 60+35.53 ELEV 433.95 SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-106 ROAD C PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:00:21 PM00 20 40 8 9 10 11 12 13 OPEN SPACE TRACT 32 31 30 29 18 17 19 CITYOF KENTCITY OF RENTONCITYOF KENTCITY OF RENTON1" = 10' VERTICAL 1" = 20' HORIZONTAL 1 2 6 7 3 10 3 10 16 16 16 16 16 16 16 45'ROW5'20 6 13 14 22 SAWCUT EXISTING PAVEMENT CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 5' SIDEWALK W/ 8' LANDSCAPE STRIP PER CITY OF RENTON STANDARD DETAIL F005.1 ON SHEET C-501 SITE PLAN KEY NOTES 1 2 3 4 5 6 CURB RAMP PER WSDOT STANDARD DETAIL F-40.14-02 ON SHEET C-501 NOT USED ON THIS SHEET NOT USED ON THIS SHEET SINGLE DIRECTION CURB RAMP PER WSDOT STANDARD DETAIL F-40.16-02 ON SHEET C-502 7 9 8 NOT USED ON THIS SHEET NOT USED ON THIS SHEET NEW LANDSCAPING SEE LANDSCAPE PLANS BY WEISMAN DESIGN GROUP 10 11 NOT USED ON THIS SHEET 12 NOT USED ON THIS SHEET PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 13 PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 14 15 16 TO17 19 22 NOT USED ON THIS SHEET 23 NOT USED ON THIS SHEET24 25 NOT USED ON THIS SHEET NOT USED ON THIS SHEET KEY MAP NTS THIS SHEET 1 713 9 28 10 33 25 31 24 2627 2930 43 34 3536 32 4544 42 37 41 54 464756495051 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 3456 8 1112 1415161718192021 2223 40 3839 69 16 ROOF DRAIN SYSTEM PER STORM DRAINAGE PLANS ROAD C OPEN SPACE TRACT 3334 26 "CLICK 2 ENTER" EMERGENCY VEHICLE ACCESS GATE 20' MIN. WIDTH. INSTALL PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR TO COORDINATE WITH CITY OF RENTON FIRE AND EMERGENCY SERVICES PRIOR TO INSTALLATION AND COMPLETION OF TESTING AND OPERATION. 26 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date:CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG 10' UTILITY EASEMENT NOT USED ON THIS SHEET TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 CROSSWALK PER COR STD PLAN 127 ON DETAIL SHEET C-502 20 TYPE 2 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL PER SHEET C-503 AND C-504 21 NOT USED ON THIS SHEET Tract G S89°08'33"EN01°55'57"E150.01'SS UD UD UD UD UD UDUD UD UD 66+00 67+0071+0071+15.5010'6' ROAD C STA: 66+80.00 ROAD D STA: 71+15.50 ROAD C A L I G N M E N T S T A : 6 4 + 7 1 . 3 4 SHARED D R I V E W A Y L O T 1 4 1 7 S T A : 2 0 1 + 4 1 . 0 1 480 46 0 470 480 460460460 4 7 0 470 476 460 450 CB 2801CB 28 CB 27 CB 26 24LF - 12" @ 1.05%55LF - 12" @ 4.51%102LF - 12" @ 6.46% 5' 10'R25'R25'PT: 66+23.302%2%2% DW CL STA 65+47.98, W = 18' DW CL STA 65+88.33, W = 18'DW CL STA 66+17.48, W = 18' DW CL STA 67+34.69, W = 18' DW CL STA 67+34.96, W = 18' DW CL STA 66+95.03, W = 18' DW CL STA 66+54.59, W = 18'DW CL STA 66+12.51, W = 18' 24LF - 12" @ 1.05%74LF - 12" CPEP @ -7.25%CB 2601 UDSTSTSTST STSTSTSTSTMATCH LINE STA 65+60440 445 450 455 460 465 470 475 480 485 490 495 500 440 445 450 455 460 465 470 475 480 485 490 495 500 459.98472.4865+50 462.25471.55464.40469.4166+00 466.23470.17467.75470.49468.95470.63469.83473.5667+00 470.38476.65470.63479.43479.32477.8068+00 476.1168+12PVIS: 67+54.63PVIE: 470.65PVIS: 67+54.63PVIE: 470.65PVC 65+78.88ELEV 462.60PVT 67+46.40ELEV 470.61PVI STA=66+62.64 PVI ELEV=470.19 HIGH PNT STA=67+46.40 HIGH PNT ELEV=470.61 K=19.6 VC=167.51' FINISHED GRADE EXISTING GRADE CB 26, TYPE 1 ROAD C ALIGNMENT STA=65+61.80 14.88,R RIM=460.65 12" INV N=457.40 12" INV S=457.40 12" INV W=457.40 102LF - 12" CPEP @ 6 . 4 6 % CB 27, TYPE 1 ROAD C ALIGNMENT STA=66+67.82 14.88,R RIM=468.21 12" INV W=464.00 12" INV S=464.00SAN MH 1266-20RIM=462.19INV S=450.22INV N=450.32SAN 212LF - 8" @ -4.29%SAN MH 1266-21RIM=472.51INV S=459.40INV N=459.40SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES RIM=460.75 INV N 12"CPEP=457.58 INV S 12"CPCP=457.25 INV W 12"DI=457.40 RIM=468.42 INV W 12"CPEP=464.10 INV S 12"CPEP=463.84 102.3 LF @ 6.12% SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-107 ROAD C PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:01:10 PM00 20 4020212223 OPEN SPACE TRACT 2425262728 1" = 10' VERTICAL 1" = 20' HORIZONTAL 16 16 19 1645'ROW5 22 14 13 3 610'10'6'10 2 8'5'3 10 PROPOSED ROW NOT USED ON THIS SHEET20 22 NOT USED ON THIS SHEET21 NOT USED ON THIS SHEET23 NOT USED ON THIS SHEET24 25 TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 16 NOT USED ON THIS SHEET17 NOT USED ON THIS SHEET18 19 NOT USED ON THIS SHEET NOT USED ON THIS SHEET SITE PLAN KEY NOTES 1 2 3 4 5 6 7 10 NOT USED ON THIS SHEET9 NOT USED ON THIS SHEET11 13 14 15 NOT USED ON THIS SHEET12 8 NOT USED ON THIS SHEET TYPE 2 CATCH BASIN W/ VANED GRATE PER DETAIL ON SHEET ON SHEET C-503 AND C-504 CROSSWALK PER COR STD PLAN 127 ON SHEET C-502 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS NOT USED ON THIS SHEET NEW LANDSCAPING SEE LANDSCAPE PLANS BY WEISMAN DESIGN GROUP CURB RAMP PER WSDOT STANDARD DETAIL F-40.12-02 ON SHEET C-501 CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 5' SIDEWALK W/ 8' LANDSCAPE STRIP PER CITY OF RENTON STANDARD DETAIL F005.1 ON SHEET C-501 5' SIDEWALK PER CITY OF RENTON STANDARD DETAIL F005 ON SHEET C-501 CURB RAMP PER WSDOT STANDARD DETAIL F-40.14-02 ON SHEET C-501 KEY MAP NTS THIS SHEET 1 713 9 28 10 33 25 31 24 2627 2930 43 34 3536 32 45 44 42 37 41 54 464756 495051 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 3 45 6 8 11 12 1415161718192021 22 23 40 3839 69 ROAD CROAD DIN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date: CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG CB #260116 NOT USED ON THIS SHEET Tract GX X X X X X X SS SS SS SS SEWER MANHOLE RIM=482.64 INV E,8"PVC=476.84 INV W,8"PVC=476.48 WWSUDUDUDUDUDUDUDUD66+0067+0071+00 71+15.50 10'6'480 460470460460470 470480476CB 2801 CB 28 CB 27 CB 2624LF - 12" @ 1.05%55LF - 12" @ 4.51%102LF - 12" @ 6.46%5'10'R25' R25'PT: 66+23.302% 2%2%DW CL STA 65+47.98, DW CL STA 65+88.33, W = 18' DW CL STA 66+17.48, W = 18' DW CL STA 67+34.69, W = 18' DW CL STA 67+34.96, W = 18' DW CL STA 66+95.03, W = 18' DW CL STA 66+54.59, W = 18' DW CL STA 66+12.51, W = 18' 24LF - 12" @ 1.05% 74LF - 12" CPEP @ -7.25% ST STSTSTSTST440 445 450 455 460 465 470 475 480 485 490 495 500 440 445 450 455 460 465 470 475 480 485 490 495 500 482.4369+50 481.87480.76480.7670+00 478.86480.73475.64479.78471.89477.97469.31474.1671+00 71+50 FINISHED GRADE EXISTING GRADE CB 28, TYPE 1 ROAD B ALIGNMENT STA=52+18.17 401.19,L RIM=471.50 12" INV N=468.15 12" INV E=466.50 -15.00 %PVC 70+77.48ELEV 471.52PVT 71+14.53ELEV 469.13PVI STA=70+96 PVI ELEV=468.74 LOW PNT STA=71+10.01 LOW PNT ELEV=469.08 K=2.2 VC=37.05'PVC 70+02.69ELEV 480.62PVT 70+47.31ELEV 476.05PVI STA=70+25 PVI ELEV=479.39 HIGH PNT STA=70+02.69 HIGH PNT ELEV=480.62 K=4.7 VC=44.63' 55LF - 12" CPEP @ 4.51% SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES STA 70+00.00 I.E.=473.76 WITH CAP 74LF - 12" CP E P @ 7 . 2 5 % RIM=471.54 INV N 12"DI=468.32 INV E 12"CPEP=466.87 55.6 LF @ 4.99% SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-108 ROAD D PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:01:58 PM00 20 40 23 22 24 25 26 27 28 21 20 UNDERDRAIN SYSTEM PER STORM DRAINAGE PLANS 1" = 10' VERTICAL 1" = 20' HORIZONTAL45'ROW2 8'16 16 5 6 22 3 PROPOSED ROW 13 14 10 NOT USED ON THIS SHEET20 22 NOT USED ON THIS SHEET21 NOT USED ON THIS SHEET23 NOT USED ON THIS SHEET24 25 TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 16 NOT USED ON THIS SHEET17 NOT USED ON THIS SHEET18 19 NOT USED ON THIS SHEET NOT USED ON THIS SHEET SITE PLAN KEY NOTES 1 2 3 4 5 6 7 10 NOT USED ON THIS SHEET NOT USED ON THIS SHEET9 NOT USED ON THIS SHEET11 13 14 NOT USED ON THIS SHEET15 NOT USED ON THIS SHEET12 8 NOT USED ON THIS SHEET NEW LANDSCAPING SEE LANDSCAPE PLANS BY WEISMAN DESIGN GROUP CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 19 KEY MAP NTS THIS SHEET 1 713 9 28 10 33 25 31 24 2627 2930 43 34 3536 32 45 44 42 37 41 54 464756 495051 48 53 55 57 59 52 58 61 63 60 65 67 62 70 64 66 68 2 345 6 8 11 12 1415161718192021 22 23 40 3839 69 PROPERTY LINE ROAD C ALIGNMENT STA: 66+80.00 ROAD D ALIGNMENT STA: 71+15.50 BEGIN ROAD D ROAD CROAD D EX. 30' ACCESS AND UTILITY EASEMENT IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date:CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG 5'8'5'5'CROSSWALK PER COR STD PLAN 127 ON SHEET C-502 CURB RAMP PER WSDOT STANDARD DETAIL F-40.12-02 ON SHEET C-501 5' SIDEWALK W/ 8' LANDSCAPE STRIP PER CITY OF RENTON STANDARD DETAIL F005.1 ON SHEET C-501 CURB RAMP PER WSDOT STANDARD DETAIL F-40.14-02 ON SHEET C-501 NOT USED ON THIS SHEET NOT USED ON THIS SHEET S E 1 9 1 S T S T Trac t H20' SharedAccess Tract ETract MN01° 5 5 ' 5 7 " E SUD UDUD UD UD 81+00 82+00 83+00 84+00 85+00 5 2 + 0 0 5 3 + 0 0 400+00400+65.029'ROAD A STA : 16+23 .22ROAD B STA : 5 3+ 91 .80SS 410 4204304404 4 0 450 41 0 420430410 420 410 420 430 440 450 41 0400 420 410 CB 33 CB 32 CB 19 CB 31 CB 15 CB 16 199LF - 1 2 " @ 4 . 7 7 % 88LF - 1 2 " @ 4 . 5 4 % 87LF - 1 2 " @ 5 . 1 7 % 114LF - 12" @ 5 . 6 9 % 57LF - 12" @ 5.80% 8 1 L F - 1 2 " @ 1 6 . 9 6% CB 40 14LF - 12" @ 1.75% 9'R25'25'PT: 83+42.055' 85LF - 12" @ 5.89% CB 17 56LF - 1 2 " @ 1 . 9 4 %STST27LF - 12" @ 12.58% CB 3101 412 410 408 406 404 402 STST ST S T ST STSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTMATCH LINE STA 85+43380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 399.4779+75 404.90403.2180+00 404.71405.77404.72408.39405.66409.87407.08415.0081+00 408.50418.55409.92419.35411.34423.86412.76429.3782+00 414.18430.52415.60432.86417.02435.36418.44438.5083+00 419.86438.82421.21436.03422.41437.95423.53436.0684+00 424.66435.75425.78437.41426.91441.90428.03442.5385+00 429.16438.29430.28434.8985+50 -0.75% 5.68% 4.50%GRADE BREAK STA = 80+00.00ELEV = 404.901PVI STA: 80+54.56 PVI ELEV: 404.49 K: 6.22 LVC: 40.00 BVCS: 80+34.56BVCE: 404.64EVCS: 80+74.56EVCE: 405.63PVI STA: 83+50.00 PVI ELEV: 421.28 K: 42.31 LVC: 50.00 BVCS: 83+25.00BVCE: 419.86EVCS: 83+75.00EVCE: 422.41-0.75% 5.68% 4.50%GRADE BREAK STA = 80+00.00ELEV = 404.901PVI STA: 80+54.56 PVI ELEV: 404.49 K: 6.22 LVC: 40.00 BVCS: 80+34.56BVCE: 404.64EVCS: 80+74.56EVCE: 405.63PVI STA: 83+50.00 PVI ELEV: 421.28 K: 42.31 LVC: 50.00 BVCS: 83+25.00BVCE: 419.86EVCS: 83+75.00EVCE: 422.41FINISHED GRADE EXISTING GRADE CB 32, TYPE 1 ALLEY ALIGNMENT STA=83+85.70 9.25,R RIM=422.70 12" INV N=419.50 12" INV S=419.50 88LF - 12" CPEP @ 4.54 % CB 33, TYPE 1 ALLEY ALIGNMENT STA=84+73.80 9.25,R RIM=426.66 12" INV N=423.50 12" INV S=423.50 SAN 100LF - 8" @ 2.58% CB 31, TYPE 1 ALLEY ALIGNMENT STA=82+10.25 9.25,R RIM=413.14 12" INV N=410.00 12" INV SE=410.00 87LF - 12" CPEP @ 5.17 % 114LF - 12" CPEP @ 5. 6 9 % CB 3101, TYPE 1 ALLEY ALIGNMENT STA=82+97.50 9.25,R RIM=418.10 12" INV N=415.00 12" INV S=415.00 85LF - 12" CPEP @ 5 . 8 9 % CB 17, TYPE 1 ALLEY ALIGNMENT STA=80+93.59 4.08,R RIM=406.57 12" INV SE=402.25 12" INV NW=403.50 56LF - 12" CPEP @ 1.94% CB 40, TYPE 1 W/ SOLID LID ALLEY ALIGNMENT STA=80+36.55 5.30,R RIM=404.35 12" INV NW=401.16 12" INV SE=401.23 SAN MH 1266-27 RIM=427.47 INV N=419.47 SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES SD CB 18 STA=16+28.13 116.59 L RIM=403.39 12" INV SW=397.89 12" INV NE=396.75 12" INV NW=397.89 27LF - 12" CPEP @ 12.58%RIM=404.55 INV NW 12"CPEP=401.87 INV SE 12"CPEP=401.87 RIM=406.63 INV SE 12"CPEP=403.03 INV NW 12"CPEP=403.03 RIM =412.41 NOT SET INV NW 12"CPEP=409.51 INV SE 12"CPEP=409.41 RIM=417.62 NOT SET INV N 12"CPEP=414.37 INV S 12"CPEP=414.32 RIM=422.22 NOT SET INV N 12"CPEP=419.17 INV S 12"CPEP=419.17 RIM=425.97 NOT SET INV N 12"CPEP=423.29 INV S 12"CPEP=423.27 27.2 LF @ 15.69% 56.8 LF @ 2.04% 114.5 LF @ 5.57% 84.6 LF @ 5.69% 86.9 LF @ 5.52% 88.2 LF @ 4.65% SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-109 ALLEY PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:02:28 PM00 20 40 35 36 37 38 39 40 41 42 43 44 45 OPEN S P A C E T R A C T 58 57 1" = 10' VERTICAL 1" = 20' HORIZONTAL 17 16 13 14 20'ROW10'10'25 26 TO1 12 NOT USED ON THIS SHEET 13 14 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS 15 NOT USED ON THIS SHEET 16 17 18 20 NOT USED ON THIS SHEET19 TO21 24 NOT USED ON THIS SHEET 25 ALLEY RETAINING WALL PER WALL SHEETS 72 71 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date:CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG10' UTILITYEASEMENT17 10' UTILITYEASEMENTCB 39 20 CB 1820 8" INV W=401.73 TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 TYPE 1 CATCH BASIN W/ SOLID ROUND LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 TYPE 1L CATCH BASIN W/ SOLID LOCKING LID PER DETAIL ON SHEET C-503 AND C-504 TYPE 2 CATCH BASIN W/ SOLID LOCKING LID PER DETAIL PER SHEET C-503 AND C-504 17 FIT WITH OPEN CURB FACE FRAME AND GRATE CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 26 OPEN CURB FACE FRAME AND GRATE PER COR STANDARD DETAIL 203.00. SEE SHEET C-501 CONTRACTOR TO SHIFT GRADE RING FOR RIM GRATE. MATCH CURB 4' ACCESS TRACT W/ STAIRS PER SHEET C-024 & C-634 19 0.25' 8 " INV W = 410.00 WALL 6 DRAIN CONNECTION 20' SharedAccess Tract DTract NWWWWWWWW1090.70'384.91'N88°48'44"W584.04'103.10'S S 10' UD UDUD UD UD 86+00 87+00 88+00 89+00 24+00 25+0026+00500+00500+65.1710'UD UD UD UD SS 430 430430 4 4 0 450 460 470 44 0440 44044044 0 440 44 0 45 0 460 44045 0 460 470 430440450420 430 430 44 0 420 47 0 460 CB 1201 CB 12 CB 36 CB 11 CB 10 CB 34 CB 8 CB 6 45LF - 12" @ 11.26% 35LF - 1 2 " @ 1 3 . 6 6 % 139LF - 12" @ 5.83% 18LF - 12" @ 1.13% 110LF - 12" @ 8 . 3 4 % 199LF - 12" @ 4 . 7 7 % CB 42 CB 45 ROUND LOCKING LID10'5'R25'R24'R8' 127LF - 12" @ 12.91% CB 4500 CB 4502 23LF - 12" @ 1.75%PC: 86+94.69PT: 87+58.14PC: 88+51.25PT: 89+37.24CB 9 54LF - 1 2" @ 1 2. 7 6 % 24LF - 12" @ 1.68% CB 35 66LF - 12" @ 5.11% CB 46 CB 4501 2% 1% ST PC: 24+07.98PT: 25+20.5649LF - 12" @ 14.09% 17LF - 12" @ 8.93% CB 11A STA=25+50.69 10.08 L RIM=457.63 12" INV W=453.45 12" INV E=453.10 ST ST ST ST ST ST ST ST STSTST STSTST ST STSTSTSTST STSTSTSTSTSTSTST STSTSTSTSTSTSTST ST ST STSTST 18.4 LF @ 1.47% 66.7 LF @ 10.52% 24.5 LF @ 2.62%MATCH LINE STA 85+43400 405 410 415 420 425 430 435 440 445 450 455 460 400 405 410 415 420 425 430 435 440 445 450 455 460 430.28434.8985+50 431.41440.92432.53444.2286+00 433.66443.88434.82441.63436.15439.59437.64443.3987+00 439.30444.88441.12443.45443.11441.50445.27444.1188+00 447.59447.83450.04447.06452.49449.39454.64453.5989+00 456.34455.37457.58452.85458.14453.8289+64 EXISTING GRADE FINISHED GRADE 199LF - 12" CPEP @ 4.7 7 % CB 34, TYPE 1 ALLEY ALIGNMENT STA=86+73.00 9.25,R RIM=435.84 12" INV N=433.00 12" INV S=433.00 110LF - 12" CP E P @ 8 . 3 4 % CB 36, TYPE 1 ALLEY ALIGNMENT STA=88+46.75 9.25,R RIM=449.52 12" INV S=445.60 SAN MH 1266-26 RIM=431.98 INV S=416.89 INV N=416.89 INV E=416.92 SAN 104LF - 8 " @ - 1 1 . 7 4 % 9.82% 3.97%PVC 86+32.39ELEV 433.99PVT 88+32.39ELEV 448.31PVI STA=87+32.39 PVI ELEV=438.49 LOW PNT STA=86+32.39 LOW PNT ELEV=433.99 K=37.6 VC=200.00'PVC 88+71.16ELEV 452.11PVT 89+51.16ELEV 457.63PVI STA=89+11.16 PVI ELEV=456.04 HIGH PNT STA=89+51.16 HIGH PNT ELEV=457.63 K=13.7 VC=80.00' CB 35, TYPE 1 ALLEY ALIGNMENT STA=87+37.50 9.25,R RIM=439.97 12" INV N=436.40 12" INV S=436.40 66LF - 12" CPEP @ 5. 1 1 % SAN MH 1266-28 RIM=437.08 INV S=429.08 SEE DRAWINGS C-201 TO C-205 FOR ADDITIONAL STORM PROFILES RIM=435.20 NOT SET INV N 12"CPEP=432.75 INV S 12"CPEP=432.75 RIM=439.50 NOT SET INV NW 12"CPEP=435.75 INV S 12"CPEP=435.75 RIM=449.01 NOT SET INV SE 12"CPEP=445.65 199.5 LF @ 4.74% 66.2 LF @ 4.53% 110.5 LF @ 8.96 % SHEET CONTENTS DO NOT SCALE DRAWINGS M&H NO.: DATE: DESIGNED BY: DRAWN BY: CHECKED BY: ISSUED These documents shall not be used for anypurpose or project for which it is not intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited. SHEET NO. Mead & Hunt, Inc. 9600 NE Cascades Parkway, Suite 100 Portland, OR 97220 phone: 503-548-1494 meadhunt.com CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01 SEPT 1, 2016 AS BUILT REVISIONS APRIL 25, 2017 C-110 ALLEY PLAN & PROFILE DAS CAJ LGK X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:02:57 PM00 20 40 ALLEY 5556 46 47 48 49 50 51 52 53 54 1" = 10' VERTICAL 1" = 20' HORIZONTAL20'TRACT10'10'26 14 25 16 13 14 NOT USED ON THIS SHEET15 PROPOSED WATER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS PROPOSED SANITARY SEWER SYSTEM PER SOOS CREEK WATER AND SEWER DISTRICT PLANS TO17 24 NOT USED ON THIS SHEET TO1 12 NOT USED ON THIS SHEET UNDERDRAIN SYSTEM PER STORM DRAINAGE PLANS ROOF DRAIN SYSTEM PER STORM DRAINAGE PLANS 16 26 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:Date: BY:Date: BY:Date: BY:Date: CALL 811 OR 1-800-424-5555 48 HOURS BEFORE YOU DIG 9'9' TYPE 1 CATCH BASIN W/ VANED GRATE DETAIL PER DETAIL ON SHEET C-503 AND C-504 FIT WITH OPEN CURB FACE FRAME AND GRATE FIT WITH OPEN CURB FACE FRAME AND GRATE 25 CEMENT CONCRETE VERTICAL CURB AND GUTTER PER DETAIL SHEET C-501 26 OPEN CURB FACE FRAME AND GRATE PER COR STANDARD DETAIL 203.00. SEE SHEET C-501 CONTRACTOR TO SHIFT GRADE RING FOR RIM GRATE. MATCH CURB 4' ACCESS TRACT W/ STAIRS PER SHEET C-024 & C-634 0.25' 22 23