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VARIES 12.58' TO TaEE PlT Lt�CATIC?N TABLE�`
<br /> 14.77' CEMENT TF2EE PtT iD �T�iTIt�N S1DE TREE PiT 1a �TATIt?N SIDE TREE P�T Ip STATION �IDE
<br /> CONCREi'E SIDEWALK
<br /> 1 81+03.5 LT 4�i 88+4�9.0 LT 91 113+51.5 �T
<br /> CEMENT
<br /> CONCRETE CURB � 2 36+54.4 LT 47 88+�8.1 RT 92 113+81.5 LT
<br /> AND GUTfER � � �� �. ' 3 36+84.� LT 4H 88+79.0 LT 93 114+�1.5 LT
<br /> � � °' � '` �' �4 37'+1�.4 LT 49 88+78.1 RT 94 114+4�.5 LT
<br /> . ,. • � .
<br /> . . . � a. ;... �� •
<br /> � . ' . 5 37+�1.8 LT 50 88+09.0 LT � 95 114+71.5 {�T
<br /> . �• d , a
<br /> �' � � �:� �` ° .. . �: • • 6 37+4�.8 RT �1 89+a8.1 RT 96 115+01.5 LT
<br /> � �- � . �:. . �� .' '�.�- 6' MIN. RAMP
<br /> • �? .4 , d.. : :�.�.. .. 7 37+14.4 RT 52 89+39.0 LT 97 11�+3'1.5 LT
<br /> <�. . . Q ••, 8 3�+84.4 �tT 53 89+38.1 RT 9$ 115+61.5 LT
<br /> 4" CEMENT 6' MIN. FINISHED " �� .. " ��.', .;�, � . . . CEMENT CONCRETE 9 36+54.4 LT 54 92+16.1 RT 99 115+91.5 LT
<br /> CONCRETE GRADE � :.� g�: �_ .. � �. 90 81+03.5 RT 55 92+46.1 RT 100 116+21.5 LT
<br /> ' SIDEWALK
<br /> S I DEWALK . •;.�'.� ' ' �'� '�, _ . 11 35+59.0 LT �6 92+76.1 RT 101 116+51.5 LT
<br /> � � ..'�.' ��� � '12 35+59.0 RT 57 11+07.7 LT � 102 �1 fi+81.5 LT
<br /> 12 � °�. .p. : � �
<br /> ...::, .::,. . -�1 TRANSITION . : .%� � .� �° � 13 82+24.5 LT 58 11+07.7 RT ' 103 10+75.7 �T
<br /> _�� ..;._, CURB HEIGHT , '° ; .� �� 14 82+5�.5 LT 59 11+37.7 LT ; 104 10+75.7 RT
<br /> ` ���:��.. � .•� FROM 6" TO 0"
<br /> . :�. �� 15 82+84.� LT 60 11+37.7 RT ' '105 3'1+65.5 LT
<br /> " 16 NOT USED 6� 93+06.1 RT ` 106 31+65.5 RT
<br /> 6 'i 7 83+09.7 RT �2 93+36.1 RT : 107 31+89.5 Ll'
<br /> 2" CRUSHED SURFACING HMA PAVEMENT
<br /> TOP COURSE C2•5 '18 83+79.2 LT �G3 93+66.1 RT ` 108 31+89.5 I�T
<br /> 19 27+86.2 LT ��4 93+�6.1 RT 109 32+07.5 LT
<br /> S ECTI 0 N A-/�1 20 27+38.5 LT 6� 9�+26.1 RT 11� 33+67.0 LT
<br /> NOT TO SCALE
<br /> 21 27+18.5 LT 66 94+56.1 RT ` �1� 33+67.0 RT
<br /> �2 27+07.4 RT �7 30�-45.5 LT 112 33+91.0 LT
<br /> 23 26+77.4 RT 6� 30+�5.5 RT ` 113 33+91.0 RT
<br /> 2� 26+�7.� RT 69 30+69.5 L7 ` 'i 1�4 34+1�.0 LT
<br /> 9 CEMENT CONCRETE SIDEWALK RAMP � , �� 2��-�.7.a� �T 70 30+69.5 RT 115 s�+2o.� �-r
<br /> C5.2 NOT TO SCALE 2� 26+'i 7.4 RT 71 30+93.5 RT '116 34+39.0 RT
<br /> 27 26+17.4 LT 72 31+�7.5 RT 117 34+63.0 LT
<br /> 28 25+87.4 RT 73 31+41.5 LT 118 3�+63.0 RT
<br /> 29 25+87.4 LT 74 31+4'I.5 RT 119 3�+87.0 LT
<br /> 3q 25+25.� RT 75 10+45.5 LT � 120 34+87.0 RT
<br /> 31 25+00.2 RT 76 20+45.5 RT 121 35+11.0 �T
<br /> 32 84+0�.4 �T 77 20+75.5 LT 122 35+35.0 L.T
<br /> ROADWAY 33 83+�8.0 RY 78 20+75.5 RT 323 35+35.0 RT
<br /> 34 84+34.4 LT 79 21+�5.5 LT 124 21+65.5 LT
<br /> 35 84+33.2 RT 80 21+05.5 RT 125 21+65.5 I�T
<br /> 6" CURB , 36 85+81.8 �T 81 21+35.5 LT 126 23+16.7 t�T
<br /> ROADWAY/ PARKING 37 85+81.8 RT 82 31+35.5 RT 127 23+16.7 RT
<br /> 38 86+11.8 LT 83 109+55.5 LT 128 23+45.4 LT
<br /> 6" C U R B 39 86+11.8 RT 84 1�0+32.0 LT 129 23+48.6 i�T
<br /> �0 86+41.8 Ll" 8� 1'10+62.� LT 130 23+69.9 �.T
<br /> 41 86+41.8 RT 86 111+16.7 LT 131 23+87.2 RT
<br /> PLANTER W W W �► W W W W W W V W W W W W 1�� $�'f"'7V.$ LT (�/ 111+41.0 �� ��� L�+�7`'1'.� �...�
<br /> W W W W W W . W �► W W W W W W W . . . . .
<br /> � � �► W W W W W �. �. W � .� W W 43 �6+71.8 RT 88 112+31.5 LT
<br /> �Y W� W W �Y W W W W W W W W W �Y W � � �
<br /> � � � � �. �. W �Y �. ,� �. �. � .� �. 4� 87+06.$ LT 89 1'12+v5.3 LT
<br /> , N a . . N ' � 45 87+3�.8 LT 90 �13+21.5 LT
<br /> .� , . � �d. . . ' � . . � �p• . . '
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<br /> v . , a : a' a �: a, . : , . . Q � .. a� a �' o. • ' � • ' BACK OF CURB .
<br /> , . . Q . . . . .. . . , d . Q . . • , Q , . . _ . , d ,a . 4 _
<br /> • . 4 . • Q • •. • • . ' • . 4 ' • Q • •. . .• . . ' . _
<br /> BACK OF CURB BACK EDGE OF PLANTER � -
<br /> S I D EWALK S I D EWALK
<br /> TREE PIT AT BACK OF CURB TREE PCT AT BACK OF PLANTER :
<br /> TYPICAL TREE P1T LOCATIONS � .
<br /> � � NOT TO SCALE :
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<br /> _ PROJECT ENGINEER: SCALE: p p R T t� �' E V E R E T T
<br /> � • • ■ ��� A�Ai � H. KUYPER AS NOTED DWG. N0.
<br /> � � � � �,�. o wAs C 5 . 11
<br /> � Ur O �� � °ES'�"E° BY: °ATE: NORTH MARINA REDEVELOPMENT �IP N0.
<br /> � R. AWAD AUGUST 4, 200�
<br /> � 728 134th Street SW ' Su�te 2�� � a b DRAV�N BY: CNECKED BY: INFRASTRUCTURE PHASE 1 3-0-003�^'�9
<br /> o � �' 42262 �'�ww� D. QLSEN H. KUYPER PRo�ECT
<br /> �; P.a. eox 53s Everett. Washington 98204 �`�S oNA���� R �A D WAY P AV I N G D E TA I LS No. PD-NM-2005-06
<br /> � EVERETT, WA 98206 Ph: 425 741-3800 � $�4/06 PERMIT APPROVAL/CONSTRUCTION aPPRovEo BY: ,
<br /> Q (425) 259-3164 JOB No. 21-04-015 EXPIRES 01 02 a7
<br /> N0. DATE 8Y REVISION N0. DATE BY REVISION SHEET N0.
<br /> 46 oF /B3
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