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<br /> SEC. 29, T29N . , RSE. , W.M .
<br /> American Property Development, Inc.
<br /> __ --- ' � o_, i � _--� . 110 550
<br /> `�` , � I I 1 Ot Avenue suite
<br /> -.. . e a
<br /> . ,•' .� � GJ
<br /> I , B Ilevue,WA 98004
<br /> � � \ � ; �� - - -'� 10 ., ° L' -----_ -__-J I� SEE PP-02 FOR
<br /> � ��_' y__: ���, � 89.88 �> � � CONTINUATION �
<br /> A�A 88.60 89.08 89.43 89.88 89.88 � : C7�
<br /> I ! - - y � cn �i i
<br /> ' XS-01 .� `" , -c. , 11 <. -.-�
<br /> 88.34 �89.$4� � � � .
<br /> � $8.34 �� � o a , � � � � �, �`� �89.$$ � ���,_ �'''-89.84 � r �7 };' , ,
<br /> �
<br /> , 89.88 ,f� 90.28 90.28 90.17 ` � � ° :� G, m �
<br /> .
<br /> � _ __ 88.33 i a c i � � i � i b ,
<br /> `' '^ � �' `�'` '�' $9.58i U 89.95 90.28 90.38 90.50 i � � � I -�- �"rt
<br /> �� _ � 2 � 88.33 ^ ` � k.:.�... ' ;,�_ � � o
<br /> - 89.38 ,. ,� � o __.. , W c�
<br /> �. _ 9 \ � • �
<br /> _ 88.36 �.' � 88.83-,�= � 89.14-� � `� � , ,� �
<br /> - _ . .� ,,.� ��„�. �, .,. �. � �..�...�..� .-- -, 89.50 0 , s, �' _ � 4=� �
<br /> ;-� _,_ 87,85 _� 88.33, -' > o • o <; '�.:;` : � 89.45 • 89.84 ��9 .19 , � ` , ,._. 4 � ,.,^ � 'd.�'` {� � N o
<br /> .
<br /> ' �. ,..87.7$ � � a $8.33 � � o ; � u;� _ � � �°`..: 89.38 �, 89.43 � �� 89.59 g � -� � �; � ,., �� w a�
<br /> � ,U ._, , .._ . ,_ - � � ° 89.35 $ .79-?-.__ 90.14 i�.- 90.21 �:; ��� �� 6 '�'`� .. . ,.�-- � _ � �
<br /> � u , " 88,29��-88.29 c'> ' .-: `. ' L � I� �� /� 89.32 �..-' �" � 1;.
<br /> _ 8
<br /> _ -�-
<br /> ' � ' 89.93 90.14 " � - ,� �
<br /> �� �~ - - G " � �8�.12 " -88.25- � `88.62�-� � , 89.17 _ � ,_ - , �• � �
<br /> � _ <. ; .
<br /> ° 87.37 p 87.57 � _ _ _._. ,
<br /> Q l=m �
<br /> _�� �
<br /> ,__� 9 e_ ° . � " 88.10 ._._ �--- ;. �.�, - � _ -- __ --=' 5 89.70 89.82� �� _� 90.06 � , _. � _ ___; -�; 0 20 40 � J � o� o .
<br /> �� `�
<br /> � SCALE IN FEET J c� o Q
<br /> . �. ,.
<br /> __. -.------. ---__._.._.� _ _- _____.. _ _-- -- -90.04�_�____.�,�MATCH EX v, � �,
<br /> .. T _.__._._."' _,._..._ ,_. .."� .. . _.�_...., -' . .,_=._..:"_"'_�."__""'" ' " "_'__.._.�_.._�_:,,_.._....�.-_ _.._.,, . ..
<br /> .._..- _.._.__ ---- -_.__.._
<br /> 90,00 --,--G-v- +��- ��J
<br /> _. _____- -- - - -_ _. _ __..__ _..__----------- 90.7$ ,
<br /> �- _� ���_.�_ _ J 4 MAT H EX �3�-58.57, 36.40 LT _ I __-__M TCH EX ___�_ , ` +
<br /> , --v.__»_ �__ _-. � - , -�
<br /> _.�...,._.__.�._.�.._.._...__.��:..�.�__-�--- +
<br /> FL:88.$8 I_J_ 89.94 .�, ,�
<br /> -MATCH EX ' ` `�` ���T 12+41.38, 36.40 LT 12+77,88, 36.40 LT ; 9,24 I 89'71 � ; ; � � j � N�
<br /> 12+24.43, 34.00 LT
<br /> 8 7.1 6 F L:8 7.7 5 F L:8 8.1 2 1 3+8 8.1 7, 3 6.4 0 L T I , 14+28.81, 36.40 LT _ _ ' � ,_W---�-�n, � Z W m
<br /> FL.87.60 , t FL:89.20 ' FL:89.64 c�� t.� � � Z M ,
<br /> --
<br /> 13+35.87, 36.40 LT�_ . __ _ .___ _.. _ _,_._ ..._ _ . �
<br /> ; � ...._ _ „ ._. ,
<br /> 12�28.58 36.40 LT._ __ __ _. - � � - --=�- - - - - --rt;- - ____ __. _,_ __._ _ ..,: t1
<br /> 1 1+7 4.6 , 3 4.0 0 L T�� , � ___ � 13+55.84, 36.40 LT �, , MATCH EX ; � V � � a
<br /> -- __ - � - -- -- F L:8 7.0 FL�87.62 __.----� 1 3+4 2.8 4 g 3 6.4 0 L T F�:88.85 MATCH EX t ; 90.63 �; ; L E G E N D � o
<br /> - ' � � 13+48,84, 36.40 LT 90.39 MATCH EX
<br /> 11+54.18, 34.00 LT � �" __ ___ .. FL:88.73 __._ _,_ __. _w_ ..�.. .._ __._. _ _. ��_,_. .__ _. __ _ ; N a
<br /> __ � ___ __ _� �
<br /> FL:88.79 +�0 _. . � "90.59 I � o 0
<br /> -FL:86.87 -- _. _. __ ._. __ _,_. . _. _ _�_. __ n ,, - ; i3+�_. �,° _,
<br /> _._ ,�r __ _._ �__ __ __ _.
<br /> fi�+ab� 4A� � MATCH EX ' 14+08.82, 36.40 LT-.- -- --}---�- ; � �.,�,.� � ... �.� �
<br /> � �_�_____ _ _..+._.-- - � - -�-�=- - ----F--- - _.___---- - +----�-I-- -------- _" _ 90.41 � ; FL:89.43 �.� � PROPER7Y LINE �
<br /> -i- - ,� -
<br /> �_ .�
<br /> �'� BRO DWAY AVE �s� L� N TYPE A-1 CEMENT CONCRETE CURB AND GUTTER
<br /> 13+98.82, 36.40 LT � � PER DETAIL 307 ON SHEET NC-02 �
<br /> A�`A FL:89.32 _ c, �
<br /> � ; ��o CEMENT CQNCRETE CURB AND SIDEWALK coa�icHT (")c, zoos, ALL RIGHTS RESERVfD
<br /> XS-01 ; o e----�°-� PER DETAIL 312 ON SHEET HC-02 .
<br /> , � , SUBMITTAL/REVISIONS
<br /> _. __ 4 � `� ; �-�� STANDARD DUTY ASPHALT PAVING �nrE DESCRIPTION ,
<br /> SEE SHEET XS-Ol OS/03/18 ISSUE FOR CONSTRUCTION " �
<br /> _. __ .._ __ __ # �
<br /> f N .
<br /> - - - - - - - - - - - - - - - - - - - -.� _ _ _ = _ _ = = = _ = = a :,_ = _ _ _ _= _ _ _ _ = _ _.�_.-_________ I EDGE OF PAVEMENT
<br /> o- s- - - - - - a-p - -rs- - -� Q a � Q , � _-g� � � ,
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<br /> - 8 2/20/1 CITY COMMENTS
<br /> G a ° '� � � e ° , t� % �`'
<br /> ° ° ° o ' ° � ° - - - - � - - -� -� = - l '� ` \ / 41 � - EXISTING CEMENT VERTICAL CURB AND GUTTER
<br /> - �''y�
<br /> �'�. . . � . � . . � Q ' . �� � �� � � � � � d� . , . �, . ' . . � . _ _.. . L �+_G� _ .
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<br /> a � ° L� a I I.. °° p � � o I � �. � � 4 �i � �\ ` ,`� �p� 4
<br /> �p �a � �. �. . . p � �� �� �` �� �.� ` �
<br /> � ° ° I ���\\���� �--� I I ����������� � � �� � ` `' GRADE BREAK g
<br /> ' ° � � � �������������� �1 q �� � N �� � �
<br /> ��.����������\� I � I ��t \ '\\- _ TYPE E-2 CURB PER pETAIL 309 ON HC-03
<br /> ���� � `I � � � y � ° � ` - �` � STREET LIGHT SEE ELECTR1CAL PLANS
<br /> � � \ � � � � ,�� � ` �ENERAL N�TES: '
<br /> � ��������� � � i
<br /> ,� � � � � � � � �.
<br /> ALL UTILITIES SHALL BE PROTECTED DURiNG CONSTRUCTION. �
<br /> C4NSTRUCTION NOTES.
<br /> 1. ADJUST JUNCTION BOX TO GRADE, CONTRACTOR SHALL COORDINATE WITH THE CITY OF EVERETT TRAFFIC DEPARTMENT. PROTECT
<br /> EXISTING ELECTRICAL LINES
<br /> 2. RESTORE LANDSCAPIIUG IN KIND
<br /> 3. AQJUST WATER VALYE BOX TO GRADE
<br /> EX RIM = 89.68
<br /> RIM = $9.55 (MATCH FINISHED GRADE) �
<br /> 94.0 94.0 �" , .
<br /> ; : : ' ; ; 4. TYPE B CURB RA�IP PER DETAIL 319 SEE SHEET HC-43 � � �
<br /> : ; : � : : 5. TREE GRATE, SEE LANDSCAPE PLANS Q
<br /> ' ' ' � � � 92 p 6. CATCH BASIN, SEE SD-01 � V J
<br /> 92.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
<br /> : : : : : : 7. GEMENT CONCRETE SIDEWALK AT CORNERS PER DETAIL 313 SEE SHEET HC-Q2 N Z
<br /> • � • • • • 8. MATCH EXISTiNG SIDEWALK GRADES M
<br /> : � : SAWCUT LINE ; : � � .- - " `� � � W
<br /> 90.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �XtSTIht�.FL.OYV.LIDIE.GRADE . . . . . . . . . . . . . . . . . . . . . . . ._ . . . _ -- T--,=�,�1�,,�..�. : . . . . . . . . . . 90.0 9. MATCH EXISIING FLOW LINE ELEVATION � .
<br /> ' ' ' PROPOSED FLOW UNE GRADE � ._._. ' ` � �_��09�° ' 10. WALL, SEE STRUCTURAL PLANS � Z .
<br /> . : : . _ _ _ ._.�; -;��9� : t....
<br /> ' ' ._. � - - �"' � � . . STA:14+08.62 11. TYPE E-1 CURB SEE SHEET HC-03 � O
<br /> . . _ - - -` -" -' `-S=101% STA:14+32.9�7 �
<br /> - STA.13+58.67 ELEV:89.43 ELEV:89.70 ' � �
<br /> 88.0 . . . . . . . . . . . . . . . . . . . . . . . . . - . - . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . .EtE'V:86.88 . . . . . . . . . . . . . . . . . . . . 88.0 � Z
<br /> -�:� ��-��-�' . sra:1'3-F9$.82 sTA:,4+�s.8, � GENERAL GRADING NOTES� _
<br /> 0
<br /> STA:13+35.87 STA:13+55.84 'ELEV:89.32 ' � �
<br /> _ -- - ,�-_"1..7 . . . ELEV:89.fi4 . � (n
<br /> _ � .�7 . . . ELEV:88.67 ELEV:88.85 STA:13-I-88.17 • � e� Q
<br /> ' STA:12+77.88 ' �STA:13+48.84 ELEV:89.20 ' 1. PRIOR TO M061LIZAl10N, CONTRACTOR SHALL POTHOLE AND REVIEW fNFOR�lAT10N ON ALL EXISTING UTILITIES. CONTRACTOR SHALL `
<br /> • STA:12+24.43 STA:12+41.37 . ����;gg,79 ' REVIEW POTHffLE ItJFQRMAliON ON UTILITY DUCT BANK, GAS LINE, POWER LINE AND OTHER UTILITIES AND ESTABLISH DEPTHS TOP �
<br /> ELEV:$7.75 ELEV:88.12 . . STA:13+78J 6 • • C
<br /> STA:11+74.68 : ELEV:87.60 , STA:•13+42.84 , , , , , .ELEY:89.09 . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . gs.p ANp BOTTOM) OF UTiLIT1ES IN THE PROJECT WORK AREA. CONTRACTOR SNALL CONTACT ENGINEER WI7H ANY UTILI7Y CONFLICTS. w �
<br /> 86.0 ' STA:t1-F5�4.18' ' ELEV:87.07' . . . . . . . . . . . . . . . STA`.12f28.g8. : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . .
<br /> 3 • ' � EL£V:88.73 . . . � � ry' W
<br /> � ELEV:86.$7 • ELEV:87.62 • • ' ' F LL �
<br /> 2. CC?NTRACTOR SHALL fOLLOW RECO�I�IENDATIONS LISTED IN THE MQST CURRENT GEOTECHNICAL SOILS REPORT BY EARTH SOLU114NS
<br /> � EXISITNG GRADE ; FINISHED GRADE ; : . . . � m �
<br /> a 1 , r . , , NW, THIS INCLUDES RECOM�IENDATIONS ON PAVING, GRADING, TRENCHING, PIPE BEDDING, CUT, FILL, AND BACKFILL. SHOULD ANY �, W , :
<br /> � SAWCUT LINE �� FLQW LINE • • CONFUCT ARISE BETWEEN THE REPORT AND THESE GRADING PLANS, THE ENGINEER QF RECORD SHALL BE CQNTAC7ED AND THE �
<br /> � d- c� .a- co r� � o �n r� r� c� �
<br /> o cfl• •o� c�•r� •a� co•M r�'�• W .
<br /> ,� r.:.^ ai.r•: oa.xi o�.oci o�•o� o• REPORT RECOMMENDAl'IONS SHALL BE FOLLOWED.
<br /> � � � � � � «� � � � � � O W
<br /> � �'� g4�� 3. PROPQSED CONTOURS ARE APPROXIMATE AND SHOULD NOT BE USED FOR CONSTRUCTION STAKING. ONLY SPOT ELEVAT10N5 SHQULD °'
<br /> � 11+50 12-�00 12+50 13+Op 13+50 14+00 14+50 14+80 BE USED FOR STAKING.
<br /> �
<br /> � 4. THE CONTRACTOR SHALL VERIFY 1NE LOCATION, ELEVATION, CONDITItJN, AND THE PAVEMENT CROSS-SLOPE OF ALL EXISTING
<br /> � BROADWAY AVE SURFACES AT THE POINT OF TiE-IN AND MATCHWG, PRIOR TO CQMiMENCEMENT (lF GRADING, PAVING, CURB AND GUTI`ER, OR OTHER �
<br /> � SURFACE CONSTRUCTION. IF FIEID CONDITIONS DIFFER FRO�I THAT SH041�1 ON THESE PLANS, RESULIING IN 1NE DESIGN INTENT
<br /> o REFLECTEQ ON THE PLANS NOT ABLE TO BE CONSTRUCTED, THE CONTRACTOR SHALL NO11FY THE ENGINEER IMMEDIATELY FOR �
<br /> � DfRECTtQN ON HOW TO PRQCEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHAIL ACCEPT RESPONSIBILITY �
<br /> � �'OR ALL COST ASSQCIATED WITH CORRECTIVE ACTION IF THESE PROCEDURES ARE NOT FQLLOWED. �
<br /> �
<br /> " 5. SI7E GRADING AROUND BUILDING SHALL SLQPE AWAY AT 1.5� - 1.75� TO PROVIDE DRAINAGE AWAY FROM BUILDING. � :
<br /> � w
<br /> � 6. MAINTAIN 2� �1AX SLOPE IN ALL DIRECTION AT DOORWAY LANDINGS (TYR), CONTRACTOR SHALL VERITY SLOPES OF THE CONCRETE � �
<br /> a FORI�S PRIOR TO POURING CONCRETE TO CONFfRM ADA COMPLIANCE, � _,
<br /> � H 7. CONSTRUCTION OF SIDEWALK ALONG THE PROJECTS SIREET FRONTAGE REQUIRES ADJUSTMENTS TO AND POSSIBLE INSTALLATION OF �
<br /> � 0 20 40 CONDUITS, JUNC710N BOXES AND WIRIN� FQR THE CITY"S STREET LIGHTING ANO TRAFFIC SIGNAL SYSTEMS. COORDINATE WITH � O
<br /> ~ SCALE IN FEET ELECTRICAL PLANS. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH AN ACCESSIBLE ADA COI�PLIANT PEDESTRIAN PATH THAT Q � ,
<br /> � PROVIDES A MINIMU�i OF 4'WIDTH FREE OF OBSTRUCTIQNS (STREET LIGHT POIES, SIGNS, ETC.). � [L
<br /> J
<br /> 0 8 8. IF TRAFFIC SIGNAL LOOPS OR SIGNAL COI�MUNICATI�NS ARE DAMAGED, CONTRACTOR SHALL REPLACE THE TRAFFIC SIGNAL LOOPS C�
<br /> � V INCLUDING JUNCTION BOXES. Q
<br /> W � 2 4 9. ALL �1NC110N BOX LIDS WITNIN LOCATED IN THE SIDEWALK SHALL BE REPLACED WITH A SLIP-RESISTANT COVERS. Q ; � .
<br /> � SCALE IN FEET C� �
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<br /> � � CALL BEFORE YOU DIG: �� �
<br /> o w THE CONTRACTOR SHALL BE FULLY RESPQNSIBLE FOR � SHEET TITLE
<br /> � Q THE LOCATION AND PROTECTION OF ALL EXISTING p � �
<br /> � UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTIUTY � 43668 =�`' 1
<br /> ,�% LOCATIONS PRIOR TO CONSTRUCTtON BY CALLING THE FS �FGISTE��O �,� PP�O I
<br /> � W UNQERGROUND LOCATE LINE 811 OR 1-500-424-5555 SIONA� �� "
<br /> o� A MINIMUM OF 4� HOURS PRIOR T� ANY EXCAVATION. ' .
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<br /> (�F��IE�NED F�R P�f�I+l11T � / Z�Z/ �/�o /�
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