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<br /> SEC. 29, T29N . , R5E. , UU.M .
<br /> Americ�n Property Developrnent,Inc.
<br /> 110 110th Avenue NE suite 550
<br /> Bellevue,WA 96004
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<br /> �� 32ND STREET �_ .: � . _ �, - � , z��+�� 7 � �a
<br /> �` 21+59.87, 18.00 RT XS-01 r �; 2�Q � ., e � � �� : 91.86 MATCH EX MATCH EX z � 3 N
<br /> 21+00 ' � � � � i r � ._,�._ _ ' 90,75 91.OQ 90.78 > �=M
<br /> 22+00
<br /> _+_ 103.14 _ ..._ _�-___�--- - ---}---- ,:�, �------- _._..^.__..� Q W o 0
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<br /> '� .� � � .� � ._ v 90.89 89.77 � � J N g" w
<br /> MA7CH EX ' � �Typ� � J __.�_. � � _--- � , 3 ' SCALE IN FEET i1 c� a LL Z
<br /> 103J8�-__ _ ---- -- __ _�__ , f 1 �. ; � ,: , , � 91J3-, 1 I ' -� z W� �
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<br /> � , � : I '. ; CA , ,/`� \ � 9L25 89.78 � } �' � a
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<br /> - 100.96 ' np
<br /> , , � MATCH EX i ENLriR�EMENT �� � ' � iX7 ,,� `J�� 91.86 91.39 ,`9Q.27 90.11 4 ' U�i W M`U^
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<br /> �' 103.73 __ ° � - _ , � , _ _ ; ._. - .. -�-- - .., _ -�--�a G�- a 92.25 z Z m
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<br /> r- 100.96 ' ' � � ' . � . ,,, . ;,,90 2 � ' �
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<br /> � 101.35 , �- _
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<br /> __.� �^ . � �oa ss-�, � �- � � SEE THIS SHEET I a �. -=s,.$g s2.25 � -so.�9 U � �d
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<br /> � _ � _._ .� - i t , ��' °' a o' ° � 94.31 ' � � � � 9 4 92.06 90.53 � ��
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<br /> �� , .� 1.�n `_j92.00 0.5g 9a.06 , ��1 °
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<br /> _. ,_�_ MATCH EX ,` 101.68 i 101 08 ° � 7 a � , , � -- - - - - o . ; F
<br /> � ��. " 94.25� ' � " �
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<br /> 103.86 " _ 101.5--- � 101.16 95.13 �� � 4 ° , � , ` ; , ' �' � � �� 91.95 _1.5� �°
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<br /> r., ; 103,28 , E 101.52 5 � 1 i. 90.56 ^
<br /> 102.91 � � 101.72 , 95.71 ; g2•79 � � � ► � ];a 92.06 ' °°
<br /> - - - 6 ., ( ,� n a �V, 92.00 92.01 90.56 90.51 90.04 4
<br /> � � r � � �w I) �� � `� � rn SEE PP-01 FOR � - --�" ' 92.12. 92.09� i 90.46
<br /> , ; 102.17 � , 9 ' ���. I 91.10 90.79 90.52 ' '
<br /> � I � ' CONTINUATION , �. CURB � -�• 90,00
<br /> ; -;
<br /> i ��2.�6 � �, � 6 94.8� � , �'� � CdPYRIGFiT C 2005, ALL RIGHTS RESERVED
<br /> � ; � j � � �� � �, �
<br /> JW GASWINT i r,� g_B ' -. I � .,__ � ' : 7 90.��'� 8 9.9 4 � ,
<br /> 102.12 �i
<br /> 3120 GLACIER PEAK AVE � j I, '1 � w.. .... ... ( , .w. .�. ,. � �. r �/ /�i �-�---- �� �
<br /> EVERETT. WA , �< � r-- -..___ ... i i� ,
<br /> I � I " �--92.54- 90.48 89.90 ;
<br /> ' XS-01 � -- > > � +. so.ss ,
<br /> 1 �; �; � � '� � __ r_ .�,,. i 90.90 �, 90.42_ 90.40 �
<br /> t / . SUBMITTAL/REVISiONS
<br /> �' . � 91.00,�... � �, $ ; � DATE DESCRIP110N
<br /> `9Q'I� � � 90.34 $9'8� � , 08j03/18 ISSUE FOR CONSTRUCTION
<br /> l ' 8 2/20/1 CITY COM�IENTS
<br /> � 91.00� 91.00 90.75 � � �� � , �
<br /> 90.75 � �' (� 90.21
<br /> � (� 89.71 � �
<br /> I� 90.14
<br /> � � 90.38 89.�4 ; �
<br /> � �_�. _____�__.__� `
<br /> ' � � �■ � ■� � � � �■ � � � � � �
<br /> ENLARGEMENT #1
<br /> SCALE: 1" = 10'
<br /> 104A 1�4.4
<br /> � , ,
<br /> � STA:21+59.$7 . . . ,
<br /> ELEV:103.14 . . : :
<br /> , • • . LEGEND
<br /> � . . .
<br /> � . . . .
<br /> 102.0 . . . . . . . �.\ . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . , . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . 102.0 ..�.� .r � ....��
<br /> � . . . . PROPERTY UNE
<br /> � . . . .
<br /> � ' ' ' ' TYPE A-1 CEMENT CONCRETE CURB AND GUTTER `
<br /> �� : : : : PER DETAIL 307 OW SHEET HC-02 . '
<br /> � . . . . '.,.�
<br /> 1Q0.0 . . . . . . . . . . . . . . . . �.,� . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100.0 CEMENT CONCRETE CURB AND SIDEWALK `�
<br /> � . . .
<br /> c ° PER DETAIL 312 ON SHEET HC-02 V�J
<br /> ' \� ' ' ' O STANDARD DU7Y ASPHALT PAVING Q
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<br /> : �\� : : ; SEE SHEET XS-01 � t»
<br /> �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EDGE OF PAVEMENT N �
<br /> 98.0 . . . . . . . . . . . . . . . . . . . . . . . . .SAV�CUT.UNE;. 98.0
<br /> • � • • • - EXISTING CEMENT VERTICAL CURB AND GUTTER (� �
<br /> : � : : : � W
<br /> � . . . - - GRADE BREAK
<br /> PROPOSEp FLOW LINE GRADE � � • •
<br /> 96.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . 96.0 TYPE E-2 CURB PER DEtAIL 3Q9 ON HC-03 �
<br /> : � : : : �-- �-- o
<br /> : �� ; : STREET LfGHT, SEE ELECTRICAL PLANS � �•�,/ �, �
<br /> . � . . L�l� �
<br /> : : \\ : : `j "� z
<br /> 94.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94.0 Q � �
<br /> : : ��� : ; GENERAL NOTES: ,, Q Q
<br /> . . � . �
<br /> : : �� STA:22+8�.97 : ALL UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION, O �
<br /> 3 � ELEV:91.86 W �/ � ,
<br /> � 92.0 ' " ' " " " " " " " " • " " " " " " " " " ' . ' � " " " " ' " " • " " " " " " " " " ' . " " " " 92•0 CONSTRUCTION OF 51DEWALK ALONG THE PROJECT'S STREET FRONTAGE REQUIRES ADJUSTMENTS TO � LL W
<br /> a ; ; . •�`� ; ; AND PQSSIBLE INSTALLATION OF CONDUITS, ,�JNC�ION BOXES AND WIRING FOR THE CITYS STREET � � �
<br /> o EXISITNG GRADE 1 • r FINISHED GRADE • �� w � _ ' : LIGHIING AND TRAFFlC SIGNAL SYSTEI�S. COORDINATE WITH ELECTRICAL PLANS. ALL SIDEWALKS SHALL w }
<br /> � SAWCUT LINE�,' � FLOW LINE ,�,'�, �• - -- -- BE CONSTRUCTED WITH AM ACCES�IBLE ADA COMPLIANT PEDESTRIAN PATH THAT PROVIQES A MINIMUM �
<br /> � U;:� ,�.� �. � OF 4"WIDTH FREE OF 08STRUCTIONS (STREET LIGHT POLES, SIGNS, ETC.). � W
<br /> 0 0� � rn a� rn d
<br /> Q so.o so.o �ONSTRUCTION NOTES:
<br /> � 21+50 22+()0 22+54 23+00 23+50 23+75
<br /> Z
<br /> w
<br /> � 32ND STREET ,. CEMENt CONCRETE DRIVEWAY RAMP Tl'PE-1, PER DETAII 315 ON SHEET HC-03
<br /> 0
<br /> 0 2. TREE GRATE, SEE LANDSCAPE PLANS Q
<br /> � H 3. CATCH BASIN, SEE �-01 z
<br /> � 0 20 �o Q
<br /> U SCALE IN FEET 4. TYPE A CURB RAMP, PER DETAIL 318 ON SHEET HC-03
<br /> z
<br /> � 5. LANDSCAPING, SEE LANDSCAPE PLANS � J
<br /> �
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<br /> � � 6. TYPE E-1 CURB, SEE HC-03 � �
<br /> �
<br /> � d 2 4 7. WALL WITH RAILING AS REQUIRED, SEE STRUCiURAL PLANS �^ C�
<br /> � SCALE IN FEET TOP OF WALL: 94.80 (NORTH) � �
<br /> � 96.30 (S(}UTH) �
<br /> Q �
<br /> o S. WALL WITH RAILING AS REQUIRED, SEE STRUCTURAL PLANS Q ,
<br /> � TOP OF WALL: 92,50 (NORTH) Q
<br /> � 93.Q0 (SOUTH) O
<br /> �
<br /> ; 9. EQUIPMENT PAD, SEE BUILDING PLANS CL�
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<br /> � 0 55 p.,7qR�
<br /> = a CALL BEF4RE YOU aiG: �� �� WASyr �s ��BY
<br /> , Z ��' �� SAMI ORDOWEZ �3 OF 33
<br /> �, �. a
<br /> �� THE CONTRACTOR SNALL BE FULLY RESPONSIBLE FOR � '� 2 SHEET TITLE
<br /> a THE LOCATION AND PROTECTION OF ALL EXISTING �° �
<br /> � � UTILITIES. THE CQNTRACTOR SHALL VERIFY ALL UTILITY o � � `
<br /> % LOCATI4NS PRIOR TO CONSTRUCTION BY CALLING THE t� RFGrS6TERF� ti� �P���
<br /> � w UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 SS�oNa� ti��
<br /> o� A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
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<br /> �E`VIEifU�ED F�R P�����` /2��/ �j�
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