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HomeMy WebLinkAboutR-435414LO Nt 0 W I 20 0 10 20 40 AHBL #102 NAIL AND WASHER N: 180823.4490 E:1319907.4020 Scale 1=20' ELEV: 541.28 X --- OHP -- ----- OH * / � �� _/ \ l \ X-r - _ aC--\ 01 O--i U6"/10")NAIBLL #1111 WASHER D - 41 - -5- _ _\-_ _ / - I //\\\\ N: 180810.8544 �j W - - _ I- OHP _ _ \ E:1320184.7501 IE-542.52 , 1 - - `_ __ _537 � nr, �53 - - - 0HP _ - \ - OHP\- - \ \ \ \ ELEV: 527.99 IE .1� 1---�- - _ _ _ W --W� ---� 1 OHP-- E=534.40 f 1 - - - �- 525- - - - -I .. et 9.. \ \ \ ---- - o - :. _77- C i I a •. P IE-525.77 a. 7 S ' ` \ \ E-52 d" - 1 m` d X a- d. ;fL7d . ,.' y ' • a i O 1 14 I. AJ. y • d_ . a • , 4 I �a I • ... • • . • . .. .. 4 .. . In � ' w . � ' as r yam: a d - :. a. 3 3 0 �. 0 CJ e �/ . .. - .. _ .. . . d .. - • -. J <e •• f . 1 d • : ♦d I .. a l .. a 3 - - 5 d "N d. d d� + 0 D P� >I< e! r - .. .. a . .. ' " .ate - .a-• d .._ .,.... . , . 5. - - 3 0. 7 - � 6 .d •f 0 w6 0 3. � ; I V d, / ME 53$.38 / i OF >✓ � LAD . - u 4.. - -ad/ .mil L'!~-• T� 537.66 i _ p F�'N f• -� FL 31.00 �o ©6. 2 p }. e. 9 r - - - - - ' - d FL 537.16 .a- •ME 527.43: - `I a � r TC 531.36 - EX ROW 42 ���� 1 12 CONC - - FL 536.58 / FL 533.75 I . ME 527.15 , - _ FL 530.86 4 - PROPOSED /l - TC 531.75 _F T T L - \ 2" Nc w / TC 533.87 a FL 531.25 ,77 - - t - ROW 43 j - n "� FL 530.33 ^� FL 527.07 - IE- - - - - - TC 538.66 h_ aTC 528:67 o - D -� - - - uP - E _ FL 538.16 h� FL 533M7 - 10 1g TC 529.31 528.17 j as b e + _ - - ,.: + �'S � � �� � ^ - � - � Na - -- FL ME 526.75 \\ 538.42 I - ME 526.70/ \ - a d d a -ry 'I h 538.4 .5 i - 8.3% �' 536.82 4.8% ° 533.99 � \ �a 29. - - - ----- = . � --5.4%7` 10' 5"E \ N ---a �\ - - - - - EX DITCH RESTOREJ TC\ 537.39 a a N - 4.6% N, a a ° GRAVEL SHOULDER 538.60 \ TP 5 6.89 • `•\ - TP 534.06 TC TP 534.0� 5.3%_ _ - - - - - - - - - 531.69 TC 531,39 - - 6" CEMENT CONC ra a �� . a 34.31 �` 31.58 �TP 530.89 \ TC TP 529.45 26.91AND EX DITCH TC 5 7.47 rn I. dd �• TC 534.7� TRAFFIC CURB � a � aadl � �������� � ��� T � ���� TP 53 7 Q (.,'TP 534d20 PVI 10' VC , TC/TP 531.35z TC/TP 537.80 III \ \(S � AD .15 - •'\ d O •d 53 \ • • • • ° C14 d • � •,n�•\ \• a 532.54 13' X 10' LANDING 3.12 MAX CONC \ I11 I I�`"• a MAX SLOPE 2.0% BOTH WAYS RETAINING WALL #4 SEE STRUCTURAL AND n•aJ I 537.E $\ . ° a \L ARCHITECTURAL PLANS I d, ate• �,� i�W W I� a \ al' �--TC °537.93' TP 53788 11/ I � � I Q c 537.�5 I d a. 1a . TP 537.43 TW 540.66 TC 538.39 PVI 10' VC- TP 537.89 ' 1° 37.30 a 537.84 5j'--- 41.10 ' / ' -°a - ° 537 30 �537.30 .I --- -- -=�• --- -�------ ----- / 537.65 �� 537.98 1537.91 o I I \ \ TP 537.98 \ 538.00 1 \ TP 537.98 \ 4.1' MAX CONC o I I TP 537.98 \\ II ° RETAINING WALL #2 �3T31 + I 5.5 EXTENDED I, \ \ I i SEE STRUCTURAL AND 1 N I FOOTING \ I; I I ARCHITECTURAL PLANS 536.39 SEE ARCH AND I \ I I \ 5A43 STRUCTURAL PLAN I \ I I i BUILDING 5 I \ 1 I I \I FF 538 5.5' X 5.5' LANDING MAX SLOPE 2.0% BOTH WAYS a. cp co �\ \ \\ \ -537.98 7 ' TP 538.00 � \ a TW 143.00, ; \ \ \ 537.31 ' TP 537 94 Im TP 531.14 d - � 32.3 L44 TC 532.81` TP 532.11 c a o`a T!� C7:1 n� 530.25 \ 27.57 529.75 2g TC 530.40 \ �P 529.90 PVS30, VC 5 I EX DITCH TP 532.91 \ PVI 10, VC SEE CURB �A T 70 - - + - RAMP DETAL C�6 TC 532.49 TP 532.20 } 2.1 % \ TP 531.99 ✓� 37.89�� 1 ° I 5�2.62 1 e � 37.74 ''2.96 1.7% ' T 33.72 1 I P. P 533.22 �' I TC 53 .57E 33.04 TP �33.07 536.30 C 533.94 1 jTT_CD 0. P 533.47= %l�� J �. • IJ `-ICJ\� i 537.7� 535.08 I i ��'�� � ' 1 6 1.87I 33.60 ' 10.25' X 5' LANDING Q \ ° Ir MAX SLOPE , L 4 ,n 2.0% BOTH WAYS i �-5 535.2 O 4 I 5�54.66 � OI, 537.98 \ \ 537.98 .a 0I M _ \ d 537.98 a Z Q 5' MAX CONC TW 543.0 ♦ ° GAd •G� a \` I , \ \ �` \ � a •Q � • �''� � • d . ° � `. TC/TP 537.80 ' TW 543.00 RETAINING WALL #1 537.83 m 537.92 SEE ARCHITECTURAL TW 541.00 ° • • 1 a\ SSA \` 537.86 AND STRUCTURAL PLANS I FG 540.83 \ G� 5ss \g �, TP 537.TC 98 �.�` 537.76 ram` 537.98 \ (, TP 37.84 . . . 537.50 / TW 541.00 TC 537.76 ME 545.1 ci ' GA 'Go TP 537.26 \ 3.2 MAX CONC Q � � � \ RETAINING WALL #1 \ 1 's' SEE ARCHITECTURAL I I i 537.21 AND STRUCTURAL PLANS I I� NFG �40.83 , l �q ss TC/TP 537.26 TC 538.34 537.15 � ME 54 .65 TP 537.84 \538 . . . •. 538.1 / I i TC 538.9 TC 538.95 ' ' ' TP 538.42 T F 538.45 TC 539.18 0.87- 538.87 ME 546.40 I--TP 538.E a n a a TC 539.03, ,�10 - I II t 539.45 d I FG �540.8� I� a TW 541.00 a � �' •P 538.53 TP C 540.19 � �g li 4 P 538.95 �8.36 \ 539.69- a . MATCHLINE - SEE SHEET C-202 540.01 00 V)JO � \` -534-I- \37I.30 ' I' LEGEND - - PROPERTY LINE --230-- _ EX CONTOUR (INDEX) ��-231-_ EX CONTOUR (1') - 230 - PROPOSED CONTOUR (INDEX) - 232- - PROPOSED CONTOUR (2') XXX.X SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING I PROPOSED BUILDING EXISTING ASPHALT TO REMAIN ° CONCRETE PAVEMENT a d d HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT AC PAVEMENT () GRIND AND OVERLAY VERTICAL CURB CURB AND GUTTER � - -{ - � DRAINAGE SWALE SITE WALL In QUARRY SPALL DISCHARGE PAD TREE PROTECTION ��\� EX TREE TO REMAIN &PROTECT \,✓'; - - - - - - - - TOE OF SLOPE RIDGE RIDGE LINE RE -VEGETATED HYDROSEED AREA GRAVEL SURFACING TC TOP OF CURB TP TOP OF PAVEMENT TW TOP OF WALL ME MATCH EXISTING HP HIGH POINT PRELIMINARY INFORMATION PROVIDED BY DRAFT GEOTECHNICAL REPORT DATED AUGUST 5TH 2O22: 1. ANTICIPATED STRIPPING DEPTH UP TO 24" BELOW GROUND SURFACE. 2. FILL SOILS ANTICIPATED BETWEEN DEPTHS OF APPROXIMATELY 2' TO 5' BELOW GROUND SURFACE. 3. GLACIAL TILL SOILS ENCOUNTERED BELOW FILL SOILS. 11,� ■ 1TOa► PROPERTY AREA - 3.40 ACRES AREA OF WORK - 3.00 ACRES 5 ,•''' �I \\ 935.77 CUT , , I REUSABLE CUT - 2,500 CY 537.30 I I /,' O \ .535.59 ; '' �,� 536.0 � HAUL OFF (STRIPPING, CUT & TRENCHING I -537.09 ' �' I SHALLOWER THAN 5') - 18,700 CY 55- II � \ �,. \Is�6 FILL I. CUT TO FILL - 21000 CY CO• / 639.37 40.03 j \ 15�� PN��P �Lvl IMPORT (PAVING SECTION, STRUCTURAL FILL) 72500 CY THE ABOVE QUANTITIES ARE FOR PERMITTING / I �,� \ I PURPOSES ONLY. CONTRACTOR TO VERIFY � --- -��-� QUANTITIES. LOCATION OF EXPORT TBD BY °� \ 1 SELECTED CONTRACTOR. Know what's below. Call before you dig. Dial 811 T ARCHITLCTURL + PLANNIING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 M M Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 en9 in CIO co C) 4 N Q Z) J PERMIT RESUBMITTAL No. Description Date: 6 City Comments 8/21/2025 Project Title: J r m � o Z LV QV -Z ~ ¢ QO CIO 4 Z W Q Z O w z z O z w or- LV Z w LL R � flr� Sheet Title: GRADING PLAN Scale: As indicated Project No.: 21-12 Date : 08/21 /2025 Sheet Number: C401 R-435414