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HomeMy WebLinkAboutR-429006O N O r) W CW G O z O W U J n z a O U W Q W J NOTE: THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS -BUILT CONDITIONS. ADDITIONAL AS -BUILT SURVEY REQIRED I I TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER. 0 30' 30' C1 294.77� EG 294.37 g 5°la EG 294.33 295.63 2 .57 ,•4 J- y. '4 4 G y I Q S:3+5 81 0 97 20' WIDE TYPE C1 B 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 STREET NAME SIGN, ONE WAY SIGN AND DO NOT ENTER SIGN A SEE SHEET C3.2 30 15 0 30 60 SCALE: 1 INCH = 30 FEET I 60' R.O.W. CL 30' NEW STREET LIGHT POLE ALIGNMENT: GRANT AVE S STA: 4+41.53 or i NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES TRASH COLLECTION INSTALL WOOD FENCE ALONG SOUTH PROPERTY LINE, SEE ULTRA BLOCK RET. WALL. " 20' PRIVATE ALLEY ACCESS & PUBLIC UTILITY EASEMENT STAGING (TYP) TOP: 340.9 MAIL BOX (TYP) TOE: 340.0 WALL FACE TO BE 12AWAY FROM THE PROPERTY LINE . TYP SHEETS C3.1 AND C3.2 FOR DETAIL ( ) SEE DETAIL SHEET C3.2 TOP: 339.5 TOP: 302.7 TOP: TOP: 316.7 PORTION OF PA =L 202305-901 � TOP: 312.9 TOE: TOP: TOP: TOP: OR SIMILAR TOE: 339.5 TOE:301.3 TOE :306.5 TOP:318.1 TOE:318.7 TOE:319.8 TOE:320.0 TOE:311.0 TOE:316.3 4 of �'o �2 / ^ c� W o �, � Q `' N89°09'24"E 00 B - - ' - --�---00--o---N--�--} - - - -- - I GRANT CIRCLE S.E.-- �� -��- -- - -o --R - o-�- - - ---� c M , mg, P1 gjmvp MME;,�� INFIN't • Ax \ \ ' 60' .O.W. G 4 , \ G2 OP: 3( \h TOE:3( 304.05 \303.93 304.01-- `L \ GRANT AVE S\:` + 20' WIDE TYPE C1 B 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 O O o X tY w a_ i I 31.5' PUBLIC 1/2 R.O.W. 1.5' R.O.W. 30' 5' DEDICATION SIDEWALK I i 8' LANDSCAPE 3' I EXISTING 18.0' I SIDEWALK EXISTING I CURB (TYPICAL) EXISTING 6 " 2% 1.50/1 � Ix PAVEMENT SAWCUT LINE CURB I 4" THICK d i 12" I CONCRETE ISIDEWALK GRANT AVENUE CROSS SECTION A I SCALE: 1'=10' 5 WIDE(MIN) TRANSITION TO EX. CONC. SIDEWALK 5' MIN. WIDE A.C. RAMP EG EG 294.33-� 9.69' -_ \ ASPHALT TRANSITION AT NORTH END OF NEW SIDEWALK SCALE: 1 "=10' O O 16 � M N - M - N � ° \ 1 N ° o � 4.4% to --- 4,2 /o - - � �... rr-- ; [====I=L_=] "' •�" ,' .: L____T . 4.8/o � -., ram___ t__M1_L •.d i _ _ � � __� m• a____ ____J .v• � ____ - ^ '� 1 _ 333.59 334.93 s° )0.3% T \ o - - ° 318.41� �318.96 320.00 L 1 324.62 r� 325.70 ~ 325.95� 327.35 0 �0 I T 331.59 333.16a TOP: 306.0 15.0 /0 315.11 1 BUILDING #2 BUILDING #3 344.23 i T_ 303.4, 316.73 317.78 BUILDING #1 329.74 O 333.43 336.43 342.30 342.96 343.. •d •, o� �' 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= N 1ST FF= 1ST FF= 1ST FF= 1ST FF= N d' d R 333.44 334.94 �- � `� � � P .,•'I 316.73 317.77 318.35 318.91 320.0 I - �� 324.61 325.70 325.95 327.35 33 331.59 333.31 T P: 306 9 2ND FF= 314.54 M o� 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= TOE: 306.8 v, 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= \ 1 w 1 o � 326.08 328.08 328.08 328.08 330.08 333.77 335.27 335.27 336.77 w 341.57 343.03 343.03 344.56 ��\0 20.6/° 1 325.74 326.26t-328.82334.93 334.93 334.69 Itl• 340.70 0 337.07 - I �.�o, I 327.74 \.• 'r �j3233207,o3.74 1. .74 -3318.78 -235o2.-5501373.04%.84' 342.70 - 34,0 a o _a336.52 34314.814342.70'T 318 327.69 c" 339.72 A TOP3.43.1 420/° TOE: 341.731324 3215.9/'4.6°/o 4/°9 1.4iI f 340.29 3.0 /o I e3 • 329.52 330.62 334.51 338.02 323.61 �, a � o �� 321.51 0 • 322.50 0 0 0 332.75J336.50 ,r �M 340.86 - v � - -- y� \ ` M i'' • o w ot333.61 336.40 341.22 �M 341.22 fOP: 30 .3 , \ eo I ao e1.4 - -- - - - - - - - - - - - 340 fOE: 301.7 T P: 312. o ° - - - - - - - - - 333.61 334.47 0 15.8 /o - � � 325.12 - - - � `� \ 308.20 325.58 T� 328.01 BUILDING #7 334.34 'I N I 340.81 336.94 BUILDING #6 I ' \ 307 43 \ i 319.16 325.58 325.58 \ BUILDING #8 325.38 11ST FF= 1ST FF= 1ST FF= 1ST FF= I4 1ST FF- 1ST FF= 1ST FF= 1ST FF= 1 ST FF= 1 ST FF= 1ST FF= 1ST FF= 1ST FF= I . • ��� 322.61 323.80 324.02 325.81 330.35 331.80 331.80 333.47 I \ . 314.90 315.92 316.10 316.60 317.57 2ND FF= 2ND FF= 2ND FF= 2ND FF= 0 33 2ND FF= 2ND FF= 2ND FF= 2ND FF= I 06.63 308.48 A o�Q 333.95 333.95 337.00 v 9 34' \ i . 313.31 2ND FF= 2ND FF= 2ND FF= 2ND FF- 2ND FF= 331.85 340.19 341.55 341.55 343.08 342.75 - 324.73 325.92 325.92 325.92 327.57�V, 1 331.51 336.66 "' 332 339.86 331.80 333.46 7 1•0 w 313.54 0, 324.39 1 .1 316.60 327.23 323.80 324.42 325.81 333.41 330.38 E �337.71 ^b 314.88 315.92 3 6 0 317.57 322.61 - - - - ° - - �.. �. �.- - 16.2/0 - - � � _ 1 _ -- da _ - .I -r - ,'-' , . '.. .: ...' . ago r ---r - • -- T r_ � .... _ ° 1v vv �- 331.80 4.19 _ - I IR 8+00 t 4' +- � o \ 7+00 �� 16 16 9+0 GRANT CIRCLE S.E. - - - - - - - - - - - - - - 313.92 318.62 325.56 333.53 d 0 C TOP:337.8 v o �TOE:337.8 305.94 307.Oi / N 3 1, MAIL BOX (TYP) k63 ck 306.60 `' 74� 20' PRIVATE ALLEY ACCESS SEE DETAIL SHEET C3.2 TOP: 341.2� TRASH COLLECTION TOE: 339.3 STAGING (TYP) & PUBLIC UTILITY EASEMENT OR SIMILAR NOTE: NO WORKS SHALL BE DONE ON ADJACENT PRIVATE PROPERTY UNLESS A TEMPORARY CONSTRUCTION EASEMENT HAS BEEN RECORDED WITH KING COUNTY AND PROVIDED TO THE DEVELOPED ENGINEERING PROJECT MANAGER FOR REFERENCE. J415.49 TOE: 357.4 TOP: 343.0 TOP: 351.4 353.46 TOP- 358.0 TOP: 359.8 TOP: 360.1 TOE:342.3 TOE:350.9 TOE:355.4 TOE:356.9 TOE:357.2 TOP:362.1 350.49 355.43 IF353.72 o TOE:360.7 348.72 356.54 - - TOP:363.1 _ 0.8%' d TOE: 360.5 -351.01 - 356.97 - TOP: 360.2 357.13 �o TOE: 357.3 0.48 M 352 g 354.99 c? v - I I G 343.00 348.57- �`'- p a - M N g �5 tppo pe42.63 359.19 360.70 362.19 357.30 i I 357.87 352.53 BUILDING 44 359 62 I 363.68 3G2 1 ST FF= 1 ST FF= 1ST FF= 1 ST FF= 1 ST FF= 358 43.68 I 348.19 2ND FF= 349.75 2ND FF= 351.13 2ND FF= 352.61 2ND FF= 354.23 2ND FF= TOP:359.3 `TOE: °'O 357.98 359.52 361.03 362.52 364.01 N I I 357.9 P: 43.0 I 357.43 TOE: 42.3 3G� 357.65 I 349.75 351.13 352.61 354.23 a'cb 355.67 10 344.97 - - :- - - - d " i TOP: 355.7 TOE: - 345.11 348.19 L_ •_J. L-- _";_J 4' P171VATE ALLEY 1+db w --- -5.8 OF WALK 355.22 4' 346.01 348.25 349.53J 350.8, I352.46 353.96 356 = 355.67 357.66 BUILDING 45 363.68 I 0 1 N 357.43 0 �4 : 34 .2 -34 1 ST FF= 1 ST FF= 1ST FF= 1ST FF= 1ST FF= v N . in 106% 1-y 00 TOE:34.1 •I 348.25 1 349.53 350.87 352.46 353.96 �357.86 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 357.99 359.48 360.98 362.52 364.01 4 . 359.62 sss 3 54 M • : 352.98 359.15 360.65 362.19 1 1 INSTALL WOOD 342' ; � M W3 a� 350.61 0 ... o �� w 359.03 FENCE ALONG EAST PROPERT 3�Ogo 350.49 357.31 358.06 �� 1 LINE, SEE LAND TOP: 341.E � .,, M ''' 4.5%'' ` �'.2.2 /o . 0.9 /o= ° ' 3.9 /o • 358.70 PLANS FOR DEl TOE:341.4 v 350.37 353.39 89"09 29 E 356.79 11 .73 �� �° ' 347.42 , 351.01 353.67 355.01 -� - J \ PARCEL 326060-0000 INSTALL WOOD FENCE ALONG HERITAGE VILLAGE CONDOMINIUM SOUTH PROPERTY LINE, SEE ��:raarx•rrr�r_ml z 20' PRIVATE J I >_ ALLEY ACCESS 20' PRIVATE d' I I 3 ALLEY ACCESS I I 4 I w I 16' ASPHALT O 16' ASPHALT C DRIVE LANE NCRE E WALK o = CONCRETE DRIVE LANE 4 ONE WAY z WALK I ONE WAY I O CEMENT CONCRETE I 4' SIDEWALK I CURB I ~ PEDESTRIAN CUBR 1.5% I CURB I SLOPES ULTRA BLOCK WALL 2% 1.5% AS PER STD.PLAN-101 - 2% I - o 5% g;1M VARIES 3'�MPX. SLOPES 4" THICK 2:1 MAX g.1 MPX NOTE: PAVEMENT THICKNESS PER VARIES NOTE: PAVEMENT THICKNESS PER CONCRETE TYPICAL DETAIL ON SHEET C3.0 2:1 MAX TYPICAL DETAIL ON SHEET C3.0 SIDEWALK GRANT CIRCLE S.E. (PRIVATE ALLEY) GRANT CIRCLE S.E. (PRIVATE ALLEY) CROSS SECTION B CROSS SECTION C GRASSCRETE SERVICE DRIVEWAY FOR STORM VAULT MAINTENANCE SEE SH. C3.2 d .4 306.48 307.08 306.42 - ASPHALT PAVEMENT 305.97 a /^ EX. WATER METER TO BE 307.30 REMOVED AND CAPPED AT e. CONCRETE PAVEMENT MAIN BY CITY FORCES UNDER d 307.09 ° SEPARATE PERMIT. ELECTRIC TRANSFORMER, AND - - PROPERTY BOUNDARY \ ' EG 307.78 TELEPHONE BOX TO BE ^^ RELOCATED AS REQ. - - - - - - - EASEMENT LINE TRANSITION AT SOUTH END OF NOTE: SEPARATE PERMITS FROM UTILITY OWNERS - - ROW DEDICATION NEW SIDEWALK REQUIRED SCALE: 1 "=10' TRASH COLLECTION STAGING AREA 44+1 8-UNIT CLUSTER MAILBOX 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. Know what's below. Call before you dig. 8I2312024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS N0. REVISION 17 0 SCALE: 1'=10' zl 20' PRIVATE J ALLEY ACCESS � j I 4' I � I CONCRETE, � I 16' ASPHALT I WALK DRIVE LANE i o 7 ONE WAY I � FENCE CURB I � 2% I 1.5% 3'� M SLOPES NOTE: PAVEMENT THICKNESS PER VARIES TYPICAL DETAIL ON SHEET C3.0 2:1 MAX GRANT CIRCLE (PRIVATE ALLEY) CROSS SECTION E SCALE 1'=10' T 4" HMA CL. 1l2 IN. COMPACTED DEPTH 1T0" AGGREGATE BASE 6" COMPACTED DEPTH GEOTEXTILE EG. GRADE NOTE: PAVEMENT GRANT CIRCLE SE TO BE CLEARED FROM EX. TEMPORARY PAVEMENT SECTION (TYP) AND TO BE REPAVED AS PER DETAIL. SCALE: NTS SURVEYED: SCALEVER_ DAF 08/26/24 DESIGN a-30 ' HORIZONTAL- NAD 19 3/1991 DESIGNED: 1 - DAF 07/29/24 DAF 05/21 /24 DRAWN: DAF TJW, FEM DAF 04/04/24 CHECKED: ONE INCH DUMAT AT FULL SCALE DAF IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SCALE 1'=10' LU J I- 22' �I I 4' 15' OI w �I U) � o 3:1 MAX. � ULTRA BLOCK 0 i RET. WALL I 1.5% VARIES 4" CONCRETE SIDEWALK CROSS SECTION F SCALE 1'=10' O vugv R EARTHWORKS CALCS: CUT: 431 CU YD FILL: 1,892 CU YD NET: 1,461 CU YD [FILL] • CITY OF RENTON Planning/Building/Public Works Dept. INSTALL SPLIT RAIL WOOD FENCE ALONG TREE PRESERVATION TRACT PROPERTY LINE, SEE LANDSCAPE PLANS FOR DETAIL 20' PRIVATE ALLEY ACCESS 12'ASPHALT w w 4' DRIVE LANE 4' o 0 z CONC 1 CONC z � i � 1.5% 1 2% � 2% 1 1.5% NOTE: PAVEMENT THICKNESS PER TYPICAL DETAIL ON SHEET C3.0 PRIVATE ALLEY CROSS SECTION D SCALE 1'=10' 0- 0 Uj I� w 3:1 MAX. � w'~ 6' 4' 6' = o 3:1 MAX. i z � VARIES 1.5% - -� �- ULTRA BLOCK 4" CONCRETE j RET. WALL SIDEWALK I CROSS SECTION G SCALE 1'=10' NOTE: RESTORATION WITHIN GRANT AVE SHALL COMPLY WITH THE CITY'S OF RENTON TRENCH AND RESTORATION STANDARDS. SEE DETAILS ON SCH. C3.2 O N U H H C'7 a J N �W uRR EN6INEERIN6 SERVICES, PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 R-429006 W 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING NJanders 09/16/2024 z O W U Q GRANT PLACE TOWNHOMES DATE: 11/21/23 � 1600 GRANT AVE S RENTON, WA 98055 FlELDBOOK: PARCEL 2023059052 PAGE: � DRAWING N0: 20069 PAVING AND GRADING PLAN I� \J SHEET: OF: C3.0 28