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HomeMy WebLinkAboutT-422901WALKWAY G) N:174,339.41 6\ (�J SANITARY SEWER MANHOLE ti`L 1I 297120.93 3 0 TYPE ll CURB AND GUTTER END I U) O' RIM=21.49 N:174,337.07 IE=14.65, 8 PVC N E:1,297,115.87n�.4 t IE=14.75, 8"PVC E "BURIED 0 IE=14.71, 8"PVC S GAS" ° a l a all 3 w STORM DRAIN MANHOLE 4 TYPE I .. A 60 l0 5 RIM=21.28 211 ti� I 10 IE=15.21, 12';DI E "STOP" _ W IE=18.34, 18 DI S Tv w Ss _ ss ONN?- CURB AND GUTTER END ° . w '�� N:174,288.74 a s s� Imu E:1,297,128.01, N SD �O I TH ST• CURB AND GUTTER END �1 W so `A'��� N:174,272.37 �� 110 Is ' • V�► V E. E:1,297,070.44 Ps" 0 2f�� ( ONC 5 - -r 5 ` �� cP` 10 < 0 II��1 aNP, Q CURB AND GUTTER START I I} N:174,274.83 WALKWAY 4 E:1,297,061.59 " '� N:174,262.56 l tit ' E-11297,065.41 *- 2 '0 PARKING" ®� X I FO Z WALKWAY .tom N:174,263.88 6 SD CID„ SD N tio9 MG E:1,297,060.58 END 1 OF SURVEY STORM CA CH ASIN x ti� n5 9404079012 WALKWAY E I OR, NOT FOI N:174,260.02-28 02,18'CP° I x 3 „ E:1,297,059.53_ CURB AND GUTTER START '7 -17.46, 1 CP N:174,270.86 WALKWAY 17.35, 2"CIA E:1,297,112.691 N:174,258.70 �• CATCH BASIN�� TWALKWAY TEL . nl E:1,297,064.36- 1 N:174,263.03 RIM=20.93 E:1,297,111.44 3 IE=18.16, 18"CPP N IE=18. 33, 12 "CPP E l xOblobIE=18.19, 18"CPP Wa STORM CATCH BASIN TYPE I RIM=20.48 IE=19.30, 8"DI S so II I` l I1 STORM CATCH BASINI x o1 �N TYPE I RIM=21.65 �, � � � N IE=18.74,12"DI SE `V WALKWAY ` -1 ` IE=18.54, 12"CPP NW I N:174,150.84 E:1,297,108.57 STORM CATCH BASIN I I 0 PARK TYPE I RIM=20.62 a x IE=19.03, 8"DI N IE=18.69, 12"DI SE I x 1I I N IE=18.70, 12"DI NIN 1 `� STORM CATCH BASIN TYPE I U RIM=23.25 IE=17.89, 12"CPP N g1 X 1 x l j IE=17.86, 12"CPP SW 0. II _ SANITARY SEWER MANHOLE I Q TYPE II RIM=22.92 IE=15.70, 8"PVC N ��6gX a IE=15.85, 8"PVC E 0) S.W. 13TH ST, JHIRDAVE � I I Q STORM CATCH BASIN I �' TYPE 1 RIM=22.71 0 56 IE=16.69, 18"CMP N x 1r 414n l.lr I -I L; i Q z w A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 1 ASPHALI "w -W -"W ova � 23� P Wtiyo1" " � 611 MA E xw 9a r yy. 23 BP W ' x SS SS 'SS q0 x ti Ss N `-SANITARY SEWER MANHOLE W ss " 9 .JamTYPE II W X til$ ' ss - ' - 4 " i SS as ;:; •.. / 1 2 RIM=23.23 6 ss 15>' MA IE=17.07, 6"PVC E 2 PLE IE=17.01, 6"PVC S SS Ss :.a ,G E Ap�E15" MAPLE ,24 I 'IE=17.19, 8"PVC W Ss ' ....:..., �14 M _ NO PARKING 22 / T23"�NO PARKING" _ VACATEDYR. RENTON CIT10 ORPERDIN NCE199606140284 z4.o4 L° ' REC. STORM CATCH BASIN TYPE I HORIZONTAL CONTROL/SITE PLAN (PUBLIC) SCALE: 1 "=20' • Call 811 • m two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE AP P R APPROVED: DCD TELEPHONE RISER SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY T VVIY IiI\L IL 161 /CI STA RS TO II BA EVE-N T VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM TT I BAl RETAINING WALLS DRAIN 1 N� WA TEA T� 1 STAIRS \ _ BASEMi I ACCES: YARD �2c DRAIN EXI S i I I BUILL I / 0�/ x �1 N0 PARKING" ,14 i NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Plan ning/Building/Public Works Dept. LEGEND PROPOSED FEATURES - ASPHALT PAVEMENT CONCRETE CAST -IN -PLACE CURB X X CHAINLINK FENCE - - - - - - GRADE BREAK GENERAL NOTES 1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.26 2. SEE L1.0B FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3B 3. ASPHALT PAVEMENT MARKING PAINT SHALL COMPLY WITH WSDOT STANDARD SPECIFICATIONS 6-07 AND 9-08 4. ALL RADII DIMENSIONS ARE TO THE FACE OF CURB, WALL, FLOWLINE, OR SIDEWALK, UNLESS OTHERWISE NOTED 5. CATCH BASIN STENCILING SHALL BE APPLIED AT ALL CATCH BASINS (WITH A GRATE) IN PAVED AREAS PER CITY OF RENTON REQUIREMENTS 6. WHERE CONFLICTS OCCUR WITH PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER 7. ALL DAMAGED CROSSWALK AND STOP LINE PAVEMENT MARKINGS NEAR PROJECT SITE SHALL BE REPLACED WITH IN -KIND HOT EXTRUDED HYDROCARBON THERMOPLASTIC MATERIAL 8. SEE WSDOT STD PLANS F-40.12-03/C2.3B, F-40.15-04/C2.4B, AND F-40.16-03/C2.5B FOR CONSTRICTION OF SIDEWALK RAMPS TO 12TH ST AND MAPLE AVE. KEY NOTES 1� INSTALL ASPHALT PAVEMENT PER 201 /C2.3B 2� INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3B INSTALL PAINT MARKINGS AS NOTED 3� -SEE DETAIL 203/C2.3B FOR NO PARKING ZONE MARKINGS 4� INSTALL CAST -IN -PLACE CURB PER DETAIL 204/C2.3B S�INSTALL CURB AND GUTTER PER STD PLAN 101/C2.4B INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.4B 7� INSTALL SIGN PER STD PLAN 129 AND G136/C2.4B INSTALL STRUCTURE PER STRUCTURAL PLANS CONTRACTOR TO PROPOSE ROCK WALL MATERIAL TO ARCHITECT FOR APPROVAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 10 INSTALL 2' WIDE DETECTABLE WARNING PATTERN PER WSDOT STD PLAN F-45.10-03/C2.3B 11 CONTRACTOR SHALL COORDINATE WITH UTILITY PURVEYOR TO LOWER FRAME AND PROVIDE NON-SKID LID AT COMMUNICATIONS VAULT. PROPOSED RIM ELEVATION LISTED ON C3.1B sitts&hill D C. O pF w��r CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 ` http://www.sittshill.com/ 46449 Project No.: 19480 Project Mgr.: DCD S�oNnt 6�G� �n Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM M T-422901 R-422910 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 BROTHERTON BUICK-GMC - RENTON DATE: FIELDBOOK: PAGE: HORIZONTAL CONTROL/SITE PLAN C2, 1 B (PUBLIC) SHEET: 10 OF:29 N r O O N ,1 N r O O N Q J LO O CM 0 N N A u