6801 SEAWAY BLVD Utility Plans 2024-12-04

A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. 7 1/2' 3 a 0 0 0 0 N ro N 0 U' U W U) U s 0 0 0 0 U mm as m v m� N N N N mm CONSTRUCTION NOTES 0 INSTALL CURB RAMP PER WSDOT STD DTL F-40.15-04. TYPE 'B'. O2 INSTALL EXTRUDED CEMENT CONCRETE CURB ABUTTING ALL LANDSCAPE AREAS PER COE STD 311. OINSTALL 6 FOOT WIDE MONOLITHIC CEMENT CONCRETE SIDEWALK WHERE LEGEND 8'-0' TYP NOTE: ALL ELEVATIONS SHOWN ARE PAVEMENT ELEVATIONS EXCEPT WHERE NOTED. I I'VAN 5'-0•TYR ADD 6" FOR TOP OF CURB ELEVATION. 5-1 STD ACCESSIBLE PARKING SIGN -ED o SHOWN PER COE STD 312. 5- VERIFY EXACT LOCATION ON SITE e; n PLAN O4 INSTALL CURB RAMP PER WSDOT STD DTL F-40.12-03. TYPE'B'. TRUCK APRON /TRASH ENCLOSURE PAVING �4. CURB OR EDGE OF WALK - 8" UNREINFORCED CONCRETE APRON OVER 4" CSBC c O INSTALL CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER COE STD 315 - ® DOCKING BAY RETAINING WALL OINSTALL CONCRETE WHEEL STOP PER DETAIL THIS SHEET TW TOP OF RETAINING WALL ss L m PAINTED ACCESSIBLE SYMBOL WITH BLUE INSTALL YELLOW DETECTABLE WARNING PATTERN IN COMPLIANCE WITH BW BOTTOM OF WALL AT GROUND SURFACE - 0 WSDOT STTG TOP OF GRATE BACKGROUND STD SECTION 8-14.3(3) FG FINISHED GROUND gO INSTALL EXTRUDED CEMENT CONCRETE TYPE E1 CURB PER COE STD 309 TC TOP OF CURB ACCESSIBLE PARKING STRIPING SECURE WHEEL STOP TO PAVEMENT PER COE STD PLAN 340 ¢a WITH #6 REBAR. REBAR TO EXTEND � O LOADING DOCK RETAINING WALLS AND RAMPS PER STRUCTURAL PLANS. 2'INTOGROUND. r 10 CONSTRUCT 13" HIGH BLOCK RETAINING WALL PER DETAIL ON SH. C11.1 WHEEL STOP ACCESSIBLE PARKING SPACES Z NOTE: SEE GEOTECHNICAL REPORT FOR ADDITIONAL PAVEMENT z SECTION SPECIFICATIONS AND MATERIAL SUBSTITUTIONS. NOT TO SCALE NOT TO SCALE ' LLCD i o y> HIV - ----' -------- A ------------_ o o a �- Im $)�8 REFER TO GEOTECHNICAL 'n9 `�Q9 \ -_\ �. _-__-`-\ _ -' �/ l O O I `I WALL DESIGN FOR EAST 6� 8J - pg$� ---- J •� �� ,__---__-___--`- I I RETAINING WALL. TW 515.97 - II v TW 500.84 vTW 515.93 V ��--______--� /� �� REFER TO GEOTECHNICAL p '� - i /' _ -__-- - BW 499.00 BW 500.04 BW 5Q0.39---�� WALL DESIGN FOR EAST - h� j I 540-G@15.80,�P/L ,-RETAININGWALL. �' P/L�- ,U6+� GEOWALL TO CIP VAULT - ------------ `,� --_-_�514)- 5�6i -(S7 �/L L \ ` ' '4 TW 5151157 WALL TRANSITION / - \--- ' '� 6 --- / BW 500.18 _ A �i ,-_ )-� �5j4)- / I GEOWALL TO CIP VAULT I ' \ ------ ------2� I I G515.92 1 �- _ i _ / �� J TW 516.10 WALL TRANSITION ------- - ' ' - - J J 6 G 515.46 BW 502.43 - - TW 520.7 i i \ FG 51115.3 ") TW 516.55__- 1 TW 521.22 i / �'------------ -_BW TW 519.12-BW 506.79 TW 521.10 / \j - v END RET.VI! L �� I I - 503.27 1 0 BW 511.33 /S GEOWALL TO CIP' \ � �.1 G515.59 � � TN%521.20 __,'�� j -y _�L � \ _ ��______________�'I �,\\ �_\` I \\ \ _____________ ___ _ FG 51 1 FG 518.1 ` TW 521.36- I by v 1 V 1 1 VAULT WALL ' G 515.20 31 ;\ C G 519.0 LBW 508.90 - � - - � - - ��- �� ---� ---- � FG 520.42=ram I \ � � �� - �� I fi� \\ \ G 514.4 / G518,98 _ -Fries 5-20.86 ______� FG/520{96 F 520.54 TRANSITION 9 �I T, __ o PG'520 99 �FG 52a 14 LI \FiG 52U.9� G521.78 �U 522.34_ _ TW 515.3 1, �� III TG 515,89 5 � _ o � ___ \\ TG 5 4 95 FG S� ` FG 518.9 ��Y16 N _-��TG 520.74 __ __________ _ TG 520.5 m ^ .66 BW 499.71 P ---c T~.60 \ L_y II o / 6) �� --- G 521.27 G 521.26 w G 521.24 4 cvl <v �9 0 0 8 I F6 523 TG 515.1 - II o G 521.36 w w G 522.76 -0 1 1 i FG 521.34 G 521.30 ,< FG 521.3 FG 520.94 ' \ I TG 514.6 � TG 514.80 / / 5 �4 I / 1 G 521.16� G 521.34� FG 521.4 - FG 522.1 / �I / FG 514.9I I G 51 7\,, - �' 1 / i I ii I G `�20.51 1 \ �� i FG 522.0 � G 515.12 G 518.4 / II F ' I �FG 520.5 I 2 8 I \ _ FG 520.78 I G 520. / 823.6 G 51 TW 515.1 / .15 15 I � L ALIGN PATHWAYS WITH BUILDING TG 520.49 / I I I - I I BW 494.86 �/hl 1 1 00 CN I 2. % I q.7 I G 522.66 / INGRESS/EGRESS, TYP. I / FG 51r5.0 /� IILo In In L L0 (D I SEE ARCHITECTURAL PLANS i nl 1 FG 5J8.3 I __ TG 515.0,1 1 1 I 1 TG 51 .45 I I I 4, % i '3/ Q ' G 515.0 j I I G 520.70 / \TG 514.9 F1 TGI 5115.01 TG 514.65 1 G 522.20 / o / 1 ° ° �-FG 515�18 / y FG 5 i8.6 1 III G 51GI519.2 1 / G 520.96 FG 523.9 / 3: I / �' 525.9 G 54%I I I / HP 515I 1 / F 526.1 ---- _- .05 I 1° NAN n/'ln All Ar 1-1 t-%I A I rll ill r\INIP% I N tl. % I - TYPE E1 CURB PER COE STD 309 _ STANDARD SITE PAVING 3"HMA OVER 4" CSBC HEAVY TRAFFIC PAVING 6" HMA OVER 6" CSBC BW 497.1zTj "" i `"""'"�'".'"'".. 1 utFi I V IIVGLuut uruFi I to BW U24 5 r G51 . 5 )952 GRADE ELEVATIONS AT ; / LATER DATE UPON NORTH FF-522. 1 LOADING DOCK �sooJ� mew506.10 f ,I 119.3 Fcsz1�1 2�1 ° i COMPLETION WITH FINAL �\ -(49g� FGsz)1RECORD DRAWINGS. REFER TO S RT1CTl}R�1 AC- FG 5 1 1 FG 521.94 PLANS FOR VAULT WALL 91 AND FOOTING DESIGN I ELEVATIONS. / TR 2.1 i j FG 5 1.17 FG 518.10 TG 519.7 \ (?g' 0 1 G 521.94 H=4' TW=522.10FG 1 5?1I FG 522.1 FG 518.10 5 520 G 522.10 W=522.10 '1FG5TGG 522.10 I 1 LANDSCAPED = -- - / I G 5119.67 FG 518 10`" - ' TG 518 10 TW=522 1 W= 22. ---- I AREAS PER I ;` FG 520.30 TW 5221• 1 l ' I H q l�n_ d o " FG 518 10 ;` FG 518.10 G $18 1' . \ 1 TW 519.7 OTHERS L1 o I H 2 FG 51810 . 1 /+IBW 508.73 I TG 518 10 �� o H 4 ��.: +'H 4 H °° \ f I 1 F 521 .80 - to w� TG 519.8 I 1.0% (}-P 0.5% -0.9 % - - ��' - - = ,'+�, 5 FG 51 TW 521.60 TW 521.6 G6 'P t. 0 5 % o - - -- 20 1 _ �-FG 519.6 ° _ 51 ao l H 0' H_0' H_0' H_0' H_0' G .57 FG - �s--__-____ ,f F 519 2 G 519 ='FG 520-2 ___ rn rn H 0 H-0' G --- 0 519.3 G 519.40 r 0.81 S -, LAT t I } ?0 -- _ 520 -- aL_ - "'-------- �'�-----H-�--�--- �21 DUE- RIDGE - 520• FG 520.2 1 ° G 520.31 o TW 519.9 10 0 G 520.33 G 520.26 RIDGE - T M RIDGE G 520.10�� o i �-FG 520.30 G 520.35 �G 520.39 BWI 505121 FG 520.1 J - 520 - -�_ i^- ro �� G 519.86 FG 519.89 _� i �d TG 1 �.5 % -� 0620.0 � FG 9.84 I I \ TI/1/ G 520.50 / TG 519.7 ��i FG 519.8 TG $20 0 \ �� FG 520.3 G 520.13 fro TG 519.96 TG 519.9 1 to \ \I \ TG 519.5 / ♦ to SZ ° j BW 504.8 ti 230 FG 520.12 519.88 �- ! I ,--TW 519.84 (510)" - - _ FG 52 .0 52 .8 FG 519.95J - GEOWALL TO CIP VAULT _ ____ TW3'i9.7 -___�_ - __ __,Tw 519./ -�-_�� TW 520. >. TG 519.78 F 5 .4 WALL TRANSITION,' \ BW 505.06 (508)----___BW 515.99----------------BW 519.0d_ _BW 519. ^ G 519.88 0.96 TW 520.3 i _ _-__ _ - 0. 513.j2 520.3 \ 1\ ------- BW = TW 520.48 .\ �_� �N dl BW 514.85 I 7 �� - _ - - 5 FG 5�0.78 F 0. 2 , -BW 515.681 tFW 520.0 \ F 5 4 - �� BEGIN RET.WALL TG 520.20 FG 520.59 v S l l i i I A I �G 520.60 .� �' FG 520.50� FG 520.34 ! ENCLOSURE / I �- !6` Sj �6, N v \ \ 1 \ / FG 520.25 REFER TO GEOTECHNICAL co o 11 J % TRASH (504)_, WALL DESIGN FOR WEST �� Jv �� E�NCLbSURE TG 51 .67 ' / v v 1 1 v RETAINING WALL. vFG 520.69 S GENERAL NOTE: RETAINING WALL DESIGN PER THIS SHEET, REVISION iSp? 3 DATED 01/05/24 WAS BASED UPON TOPOGRAPHIC SURVEY DATA ) - - -- '- PROVIDED BY LANKTREE SURVEYING ON 12/21/2023. * TOPO DATA IN THIS LOCATION NOT INCLUDED IN LANKTREE'- SURVEY. CONTRACTOR TO VERIFY BW ELEVATION (EG o i ELEVATION) IN THIS LOCATION PRIOR TO WALL - CONSTRUCTION. KNOW WHAT'S BELOW NOTE: HORIZONTAL CALL BEFORE YOU DIG CONTROL TO BE ,'-"- 811 CONFIRMED BY THE __---_- callbeforeyoudig.org "O co TG 520.56 iS2 FG 520.9 sr,� _FG�2 .6 8 \ \ \(S FG 521.64 - (070 i. (60. FG 52 CONTRACTOR -� 9 / F 525.3 FG / o i 12 I FG 520.7 1 5.4% 1 % 5.1 % 1 FG 527.9 FG 521.1 � G 5'22.37 N 1 3.0% FG 52,1 % / FG, 523.7 I FG 625. I FG 522.4 525.34 52 .3 0 ° FG 524.1 FG 522.0 I j522.3. NI] IFG 521.7 0 1 I1 I 000�a 000 II FG 521.21 I FG 521.2 1. % / I I I 0 I I � FG 520.9 ;\ TG 520.88 I FG 521.27 no 25.38 I i FG 521.6&�/ I I I 1 1 4 0 j 52..63 1 �\ I I G 523.39 I I F 527.36 ELECTRICAL FG 22.5 G52`.37 I II 46/ o EQUIPMENT PAD FG 5 '2l'o I 1524I I G 44 fJl Lo \ F1 520. 8 ; IDcli V 0 % 1.32 j J_ G 523.69 Lo -FG 521.50 G 521.60 I 1 6.1% 1 TG 520.96 I G 524.61) I :��.�• / I I I 1 I � i j I FG5 0.871 I ;�✓yy 1 - � ✓��%' FG 520.$1 • KG 520.70 � .j i STATE SABLE ARKIN DERMA -QUIRE I A CESSIBItE 'a NOTE: INSTALL SIGN AT ALL I I ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE AN ADDITIONAL SIGN READING "VAN ACCESSIBLE" MOUNTED AS SHOWN ACCESSIBLE PARKING SIGN NOT TO SCALE FG 527.09\ \ �11 F 3 528.64 FG 528.71 ' FG 529.24 E %FG 530.41 .' F 5G" 32-.14 33.99 , 535t03 -FG 527.95 / I ` CH EX. -F 528.83 \ f, �'FG 534.90 / II MATCH '' 1 / / FG 532.6� 1 �F� 529. 2 �I 4.i F 53 .13 ) 1 It FG 5 .22 1, 1 1 � 11 II v 527.91\ - 1 1 � i \ i �M SLOPE ESMT PER REC.NO. 8103180211 30' BLDG ✓ SETBACK d=38021'15" r=640.00' i 1=428.42' NNNmziic-z-eg!TK SCALE 50 0 25 50 100 (FEET) 1 INCH = 50 FT RECORD DRAWINGS DATE:09-26-2024 Q 0 DAVID EVANS ANDASSOCIATES Inc. 1620 W. Marine View Drive Suite 200 Everett, WA 98201 425.259.4099 m LU F_ Z LU U� U� LU C2 0 G N oO UV >NN LU LU U) Y 0 m W Q NF RECORD DRAWINGS CHECKED BY: JNS DESIGNED BY: AC DRAWN BY: VM FIRST SUBMITTAL DATE: 09/26/2 PROJECT NO. 281200000004 SHEET NO. C1100