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A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M.
<br />7 1/2'
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<br />CONSTRUCTION NOTES
<br />0 INSTALL CURB RAMP PER WSDOT STD DTL F-40.15-04. TYPE 'B'.
<br />O2 INSTALL EXTRUDED CEMENT CONCRETE CURB ABUTTING ALL LANDSCAPE
<br />AREAS PER COE STD 311.
<br />OINSTALL 6 FOOT WIDE MONOLITHIC CEMENT CONCRETE SIDEWALK WHERE
<br />LEGEND
<br />8'-0' TYP
<br />NOTE:
<br />ALL ELEVATIONS SHOWN ARE
<br />PAVEMENT ELEVATIONS EXCEPT WHERE NOTED.
<br />I I'VAN "I TYR ADD 6" FOR TOP OF CURB ELEVATION.
<br />5'-0" STD
<br />ACCESSIBLE PARKING SIGN -ED
<br />o
<br />SHOWN PER COE STD 312. 5- VERIFY EXACT LOCATION ON SITE
<br />e; n PLAN
<br />O INSTALL CURB RAMP PER WSDOT STD DTL F-40.12-03. TYPE'B'. TRUCK APRON /TRASH ENCLOSURE PAVING �4. CURB OR EDGE OF WALK
<br />-
<br />8" UNREINFORCED CONCRETE APRON OVER 4" CSBC c
<br />O INSTALL CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER COE STD 315 -
<br />® DOCKING BAY RETAINING WALL
<br />OINSTALL CONCRETE WHEEL STOP PER DETAIL THIS SHEET TW TOP OF RETAINING WALL ss L m PAINTED ACCESSIBLE
<br />SYMBOL WITH BLUE
<br />INSTALL YELLOW DETECTABLE WARNING PATTERN IN COMPLIANCE WITH BW BOTTOM OF WALL AT GROUND SURFACE -
<br />0 WSDOT STTG TOP OF GRATE BACKGROUND
<br />STD SECTION 8-14.3(3) FG FINISHED GROUND
<br />gO INSTALL EXTRUDED CEMENT CONCRETE TYPE E1 CURB PER COE STD 309
<br />TC TOP OF CURB ACCESSIBLE PARKING STRIPING
<br />SECURE WHEEL STOP TO PAVEMENT PER COE STD PLAN 340 ¢a
<br />WITH #6 REBAR. REBAR TO EXTEND �
<br />O LOADING DOCK RETAINING WALLS AND RAMPS PER STRUCTURAL PLANS. 2'INTOGROUND. r
<br />10 CONSTRUCT 13" HIGH BLOCK RETAINING WALL PER DETAIL ON SH. C11.1 WHEEL STOP ACCESSIBLE PARKING SPACES Z
<br />NOTE: SEE GEOTECHNICAL REPORT FOR ADDITIONAL PAVEMENT z
<br />SECTION SPECIFICATIONS AND MATERIAL SUBSTITUTIONS. NOT TO SCALE NOT TO SCALE ' LLCD i
<br />o y>
<br />o a
<br />N � <p tp �� �� - _. _ _ �� �� -- / / O O
<br />co
<br />�- Im $)�8 REFER TO GEOTECHNICAL 'n9 `�Q9 -_� �. _-___`-\ _ -' �/ l O O
<br />WALL DESIGN FOR EAST 6� 8J - pg$�'� - J� �� __-_____
<br />1 I I RETAINING WALL.
<br />TW 515.97 -
<br />II TW 500.84 �TW 515.93 / ��--______--� /� �( REFER TO GEOTECHNICAL p '� - i ,' -_---
<br />BW 499.00 BW 500.04 BW 5Q0.39---�� // WALL DESIGN FOR EAST - h� j
<br />I 540-G@15.80,�P/L ,-RETAININGWALL. �' P/L�- ,06�
<br />GEOWALL TO CIP VAULT - ------------ `.� --_-_�514)- 5�6i -(S7 �/L L ` _ ' '4
<br />TW 5151157 WALL TRANSITION / - \--- ' '� 6-- /
<br />BW 500.18 _ / ,-_ �-� (5j4)-
<br />/ I 1 , GEOWALL TO CIP VAULT I ' ------ / ------20
<br />TW 516.10 WALL TRANSITION ------- - ' ' - - J 6
<br />G 515.46 BW 502.43 - - TW 520.7 i i \
<br />FG 51115.3 ") TW 516.55____ - I TW 521.22 , / ,'------------
<br />--BW
<br />TW 519.12-BW 506.79 TW 521.10 /j
<br />- END RET.W L i ��
<br />I I
<br />503.27 1 0 BW 511.33 /S
<br />- _ ,-----
<br />GEOWALLTOCIP� � �.1 G515.59 � � TN%521.20 __,'�' j -y _�L � � _ ��_ _____________�'I �,\\ �_\` I �\ \ _____________ ___ _
<br />FG 51 1 FG 518.1 ` TW 521.36- I h, A 1 1
<br />VAULT WALL I G 515.20 31 ;\ C G 519.0 LBW 508.90 - � - - � - - ��- �� ---� ---- � FG 520.42=ram I � � � �� ��- �� I fi�
<br />�� G 514.4 / G518,98 _ -Fries 5-20.86 - FG/520{96 F 520.54
<br />TRANSITION ro� \ 9 �, �, __ o PG�520 99 �FG 52a 14 LI �FiG 52U.9� FG
<br />AB �22.34_ _
<br />I\ TW 515.3 1, �� III TG 515,89 5 � _ o �
<br />___
<br />\\ TG 5 4 95 FG S� ` FG 518.9 ��Y16 N _- TG 520.74 __ __________ _ TG 520.5 m ^ .66
<br />BW 499.71 P --- c T~.60
<br />L_y II o / 6) ,� --- G 521.27 G 521.26 w G 521.24 4 cvl <v �O 0 8 I F6 523
<br />TG 515.1 - II ° G 521.36 w w G 522.76 -0
<br />I I i FG 521.34 G 521.30 ,< FG 521.3 FG 520.94 I TG 514.6 � TG 514.80 / / 5
<br />�4 I / 1 G 521.16� G 521.34� FG 521.4 - FG 522.1 / �I
<br />/ FG 514.9I I G 51 7\,, - 1, I / 1
<br />i I ii I G `�20.51 1 \ �� i/ rG 522.0
<br />/ G 515.12 G 51 II F ' I �FG 520.5 I 2 8 I \ _ FG 520.78 I G 520. r 823.6
<br />TW 515.1 .15 15 I � L ALIGN PATHWAYS WITH BUILDING TG 520.49 /
<br />/ I I I - I
<br />I BW 494.86 �/hl 1 1 co (N I 2. % I q.7 I G 522.66 /
<br />INGRESS/EGRESS, TYP. I
<br />FG 51r5.0 /� III m L L0 (D I SEE ARCHITECTURAL PLANS i nl 1
<br />FG 5J8.3 I
<br />TG 515.0,1 1 1 I 1 TG 51 .45 I i 4, % '3j Q
<br />' G 515.0 j I I G 520.70 /
<br />/TG 514.9 F1 TGI 5115,01 TG 514.65
<br />1
<br />G 522.20
<br />/ o /
<br />1 0 0 �-FG 515�18
<br />/ y FG 5 i8.6 I III G 51GI519.2 1 1 / G 520.96 FG 523.9 / 3:
<br />I / �' 525.9
<br />G 54%I I I / HP
<br />515I 1 / F 526.1
<br />- - - - - - - .05 I 1° TN-. N w .lT NAN !•%/-%R AR Ar 1-1 t-%l A I l9l Ill r'\INIP% I N tl. % I -
<br />TYPE E1 CURB PER COE STD 309
<br />_ STANDARD SITE PAVING
<br />3"HMA OVER 4" CSBC
<br />HEAVY TRAFFIC PAVING
<br />6" HMA OVER 6" CSBC
<br />BW 497.12T1 � •,• v .vv. ., 1 Vb, U24 5r
<br />G51 5 )
<br />952 S.F.%S O
<br />/ - 2.1 TW 519.3�/ FG 521.1 °o %
<br />OJ- - - - - WBW 506.10 _
<br />�i
<br />\�-_-'--(49$) FG 52111,
<br />REFER TO STRue-FuRAC- - FG 151.17-1�
<br />�1111 FG 521.94
<br />PLANS FOR VAULT WALL �
<br />AND FOOTING DESIGN I
<br />ELEVATIONS. / TF( 210-1
<br />i j FG FG 518.10
<br />TG 519.7 0 G 521.94 H=4' TW=522.10 TW=522.10
<br />' \l FG 5�1?1 I I FG 522.1 FG 518.10 G 522 10 FG 518 10 G 522.10 FG 518.10 G 522.10
<br />I I I I LANDSCAPED - -- -
<br />/ I G 5119.67 FG 518 10`' I - ' TG 518 10': TW=522 1 W= 22. ----
<br />I AREAS PER ..- o FG 520.30 TW 5221•
<br />l ' I H q '.. l�n_ d o " FG 518.10 ;\ FG 518.10 G $18 1' . °
<br />I TW 519.7 OTHERS LT�. ° 1 o I H 2 o�- FG 51810 .
<br />/+BW 508.73 1 I G 518 10 a �� o H 4 H 4 H, 4 ZI
<br />S FG 521.0��'.
<br />I \ I
<br />f I 1 F 521.80
<br />�- -520•- L T �a
<br />TG 519.8 I 1.0% /° -0.9% - t,. - 05% w - - - - --: •520 FG 51
<br />/I I I TW 521.60 TW 521.6 ca v v
<br />- NI H 0 H-0 , ,
<br />I I H-0' -H 0�-- ,� FG 519.2 G 519.57 e G
<br />I P� G 520.20 / - 1 FG 520-24 G 519.55 G 519.71 G 519.40 H=p H-0 0 G 519 4 ;\ FG 519.3
<br />G5196
<br />FG 5 o.a1 S2p LAT ___
<br />H=0'
<br />1 i I �-yam--- ------------- ----------------520•----------'--
<br />__ M
<br />1 ^ G 520.31 �21DGE- -RIDGE $ S FG 520.2
<br />- RIDGE-
<br />TW519.9 �0° 0 G520.33 G520.23 T M RIDGE
<br />G 520.10�� �o i �-FG 520.30 G 520.35G 520.39 BWI 505121 FG 520.1 _/ - 520 -� - -�- i^- m
<br />I i 1� G 519.86 FG 519.89 -� i fo
<br />l TG 1 �.5 / ��� -' �� i \ G 520.13 1FG 9.84 i
<br />\ T�/l/ G 520.50 / TG 519.7 i FG 519.8 TG $20 0 /l ♦ FG 520.3 1° TG 519.96 TG 519.9 21°/0
<br />j _ I BW 504.8 - TG 19.5 ry. _� FG 520.12 S 519.88
<br />_ ___ FG 52� 0 1 FG 519.95J
<br />'-- _ _ T�V 519.7 TW 520. ! - TG 519.TE F - 52 .8
<br />--- 1- GEOWALL TO CIP VAULT _-,---TW 519.84 �, - - TW3'i9 7 - � - - - � - `
<br />WALL TRANSITION ,�' /I BW 505.06 (508 --- - \ F 5 4
<br />_ _ewslssa - --
<br />BW 519 G 519 88 raj
<br />TW 520.3 - _ 0.96
<br />BW 513./2 I _ - TNT520.48_ _-- , `�N _.
<br />A I BW 5�4.85 / I �� _ - - FG 5�0.78 G 0. 2 ,
<br />�TW 520.0 -
<br />' _ - I BEGIN RET.WALL A ( TG 520.20 F 5 4
<br />-- i i II I I )FG 520.60 �/ I FG 520.59
<br />�� FG 520.50� RV- '� '
<br />ENCLOSURE %S ) ---- - FG 520.34
<br />1 / / / '� > > 0 �1 ° FG 520.25
<br />REFER TO GEOTECHNICAL co C) J J TRASH %� -' i
<br />(504)_, WALL DESIGN FOR WEST O� V A TG 51 .67 /
<br />O`I' h ."�.- E�NCL�SURE I i
<br />RETAINING WALL. .l� ` i FG 520.69I Sc�0 - - I / coco
<br />1
<br />GENERAL NOTE: RETAINING WALL DESIGN PER THIS SHEET, REVISION iS0? - -----' ,'' ,'�\ `
<br />3 DATED 01/05/24 WAS BASED UPON TOPOGRAPHIC SURVEY DATA ),' ' ��� �� �� ��� �� ti TG 520.56
<br />PROVIDED BY LANKTREE SURVEYING ON 12/21/2023.
<br />* TOPO DATA IN THIS LOCATION NOT INCLUDED IN LANKTREE / ,,' ,, / \ \ �` `�� \ /SS2�J ,_FG 520.9 saa
<br />SURVEY. CONTRACTOR TO VERIFY BW ELEVATION (EG o / i �� ��� � �OJ FG�2 .6
<br />ELEVATION) IN THIS LOCATION PRIOR TO WALL �S11PJ \
<br />- CONSTRUCTION. / / / / i - \ �SyG _ - 8
<br />FG 521.64-
<br />KNOW WHAT'S BELOW '(S� NOTE: HORIZONTAL / g,
<br />CALL BEFORE YOU DIG - i / / S08 \ FG 52 ►�
<br />CONTROL TO BE
<br />811 "-- �� / �,,
<br />'
<br />- \
<br />�sa .9
<br />CONFIRMED BY THE _---
<br />callbeforeyoudig.org G�
<br />CONTRACTOR
<br />F 525.3
<br />FG
<br />/ o
<br />i
<br />12 I
<br />FG
<br />520.7
<br />1 5.4% 1
<br />%
<br />1 5.1 % 1
<br />FG 527.9
<br />FG 521.1
<br />G 522.37
<br />3.0%
<br />FG 52
<br />1
<br />%
<br />/ FG, 523.7
<br />I
<br />FG 625.
<br />I
<br />FG 522.4
<br />525.34
<br />.3
<br />0 o
<br />FG 524.1
<br />FG 522.0
<br />I
<br />NI]
<br />IFG 521.7
<br />1 t1
<br />000�a oo
<br />II
<br />j522.3.
<br />0
<br />I
<br />FG 521.21
<br />0
<br />0 FG 5
<br />3.8
<br />I
<br />FG 521.2
<br />I
<br />I
<br />�
<br />FG
<br />520.9
<br />;\ TG 520.88
<br />I
<br />FG 521.27
<br />25.38
<br />�
<br />FG 521.6
<br />I
<br />1
<br />1
<br />4. /o
<br />j
<br />52..63 1
<br />II
<br />I I
<br />I
<br />G 523.39 I
<br />I F� 527.36 �
<br />�
<br />ELECTRICAL
<br />FG
<br />I
<br />22.5
<br />G523.37 I II 46/°
<br />o
<br />EQUIPMENT FG 5
<br />PAD
<br />5'zli°
<br />I
<br />I I I
<br />G 524.44 fJl
<br />\
<br />FG 520. 8
<br />; 3 7%cli
<br />V
<br />0
<br />%
<br />cp
<br />1.32
<br />j J_ G
<br />523.69
<br />-FG 521.50 G 521.60
<br />I 1 6.1% I
<br />TG 520.96 I
<br />G 524.811
<br />I
<br />:���.�•
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<br />j I
<br />FG5 0.871 I
<br />;�✓yy
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<br />✓��%'
<br />FG 520.$1
<br />•
<br />KG 520.�
<br />STATE
<br />SABLE
<br />ARKIN
<br />DERMA
<br />-QUIRE
<br />I A CESSIBItE
<br />'a NOTE: INSTALL SIGN AT ALL
<br />I I ACCESSIBLE PARKING STALLS.
<br />SPACES DESIGNATED FOR VAN
<br />PARKING SHALL HAVE AN
<br />ADDITIONAL SIGN READING "VAN
<br />ACCESSIBLE" MOUNTED AS
<br />SHOWN
<br />ACCESSIBLE PARKING SIGN
<br />NOT TO SCALE
<br />FG 527.09� \
<br />�11
<br />F 3 528.64
<br />FG 528.71 '
<br />FG 529.24
<br />\ %FG 530.41
<br />.' F 5G" 32-.14
<br />33.99 ,
<br />535t03
<br />fG 527.95/ 1 ` CH EX.
<br />�F 528.83 \ f, �'FG 534.90
<br />/ II MATCH
<br />1 / / FG 532/.6
<br />�F� 529. 2 �I 4.i F 53 .13 ) I
<br />It FG 5 .22 l
<br />1 �
<br />1
<br />527.91I -
<br />1
<br />1 �
<br />�M SLOPE ESMT
<br />PE_R REC.NO.
<br />8103180211
<br />o
<br />30' BLDG
<br />✓ SETBACK
<br />/00, d=38021'15"
<br />r=640.00'
<br />i 1=428.42'
<br />/ ff /
<br />f % SCALE
<br />' 50 0 25 50 100
<br />/ I {FEET) '
<br />,4INCH =50FT.
<br />---------
<br />RECORD DRAWINGS
<br />DATE: 10-31-2024
<br />Q
<br />0
<br />DAVID EVANS
<br />ANDASSOCIATES Inc.
<br />1620 W. Marine View Drive
<br />Suite 200
<br />Everett, WA 98201
<br />425.259.4099
<br />Y
<br />0
<br />m
<br />W
<br />Q
<br />NF
<br />RECORD
<br />DRAWINGS
<br />CHECKED BY: JNS
<br />DESIGNED BY: AC
<br />DRAWN BY: VM
<br />FIRST SUBMITTAL DATE:
<br />10/31 /2
<br />PROJECT NO.
<br />281200000004
<br />SHEET NO.
<br />C1100
<br />
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