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1210 W MARINE VIEW DR 2018-05-22
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1210 W MARINE VIEW DR 2018-05-22
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Last modified
5/22/2018 2:38:43 PM
Creation date
5/22/2018 2:38:40 PM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
1210
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` ` , a <br /> 3"t HMA CLASS <br /> 1/2" PG58-22 <br /> � / �! <br /> � � 4"t CSTC <br /> . E}' .`�:��� _ t���� ��s`,� _ <br /> 4" MIN. STRUCTURAL FILL <br /> d'�' '�ti� <I��{� ��� � DEPTH AS REQ'D. TO <br /> <y�� :�/�-:�/�'� <y���.- ACHIEVE FINAL GRADE <br /> �/��%\��///i./�' i, . /. /, i�/,,,,i���/�%'�` <br /> � � �: <br /> COMPACT <br /> SUBGRADE <br /> � - - �— <br /> �2� TYPICAL PARKING HMA SECTION � � <br /> C1.01 PAVEMENT SECTION 1`'PE 1 <br /> I I <br /> 7RAVELIFT 758FM m DIRECTION <br /> � OF TRAVEL <br /> 12��� CAST-IRON 8"t HMA CLASS I I <br /> � CONCREiE, LOCKING RING & COVER N0. 4 1/2" PG64-22 <br /> n 2'x6' MIN. 2" GALV. THREADED REBAR, T1P. <br /> � END CAP, T1P. <br /> i , <br /> o .. .. . lp �� � ✓ ��{✓�.' ✓v'.�L%', 4 t CSTC I I <br /> �C . � � h�� .d�`--`.a� /._.t%• � � <br /> N /� <br /> z � '`�r(� r�1�� �'i��\� ;1� 6't CSBC <br /> �, a-�, �� '� � <br /> F 12"0 PVC SLEEVE �"�\} �'�V ' �y'�. `���\� � STRUCTURAL FILL DEPTH I 22-6� I <br /> v� � GEOTE�X�LE y�'� '�� ��e ��� AS RE�'D. TO ACHIEVE <br /> �. � - '�` �h � FINAL GRADE <br /> � FIBER JOWT � �s�°��� �`i`�G�" ��,y���,vl y.%�.�� <br /> PUTTY 2" HDPE <br /> � CAST IRON FABRICAiED TEE //j%/���'������� � ��� "� TRAVELIFT 7$BFM <br /> � VALVE BOX COMPACT <br /> � <br /> SUBGRADE CONDITION WEIGHT LIMIT(FRONT) WEIGHT LIMIT(REAR) <br /> � 4° REDUCING COMPANION FLANGE LOADED 60K WHEEL 60K WFiEEL <br /> � 2"0 HDPE SDR W� PIPE TNREADS UNLOADED 72K NhiEEL 12K WHEEL <br /> � 2" HDPE/THRD TRANSITON <br /> � FlTTING (T1P.) 4" CI GATE VALVE, <br /> Q FLGxFLG <br /> ~ �i�CLEAN OUT DETAIL ��TYPICAL BOATYARD HMA SECTION �4� (BOATYARDRIPAVING) <br /> � NO� C1.01 C1.01 PAVEMENT SECTION Tl'PE 2 - - <br /> o PROVIDE AT MAXIMUM 300 FT. <br /> 3 SPACING ON FORCEMAIN. <br /> 0 <br /> � <br /> 0 <br /> r <br /> w <br /> IF 1HIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br /> � <br /> 0 <br /> PROJECT ENGINEER� SCALE�. <br /> 0 o PNo EN��NEERS. �N� �s No, RE5�oN5�a�����SA:E-� ,�` J. KEISER NOTED PORT OF EVERETT °WG N0 C1_cl3 <br /> Pf20GRAM5,MtIH0�5 Ok PROCEUl1ktS Oh 74'tkAlION, OR IHI <br /> _ ' �Ort Of �oNsrR��r�oN oF� r�E o�s��h s�oW�oN ,�ES� �RA����s �p��E���.ws�;�,4,s� oEs,��Eo a. oarE� WAT E R F R 0 N T P LA C E C E N T R A L <br /> o� � � � R46Pou hAvcnu��S.SuiirA WHERE SPECIFICA110NS ARE GENERAL OR NOT CAL�ED Ol!1, 1 C. CASTONA NOV. ZO17 CIP N0. <br /> �� �r�n�.�:,�h,�,,�,n��h„; THE sPE��F��AT�oNs sHA���oNFORM 10 S-ANOARo��F P 0 R T G A R D N E R S U B S TAT I 0 N 6—�—���—�, <br /> o�� EVERETT �'''-�1(,G2;.i'ifi' INDUSTRY DRAVJ�NGS ARE FOR USE ON TH:S PROJECi O�L" P DRnwN Bv: CHECKED Bv� <br /> �� F.�cr�rr.xs,I�c.. �. {�.,,���«,,.�„m nNo nRE NOT iNTENOEo FOR REus� vnrr�cur wR�,rE�, �s�B�a � D. McDONALD C. WIEST PRo�ECT <br /> '""�°` /-v�q � ° �= UTILITY RELOCATIONS PD-WP-2017-10 <br /> �a P.O.BO%538 t' 7 APPROVAL FROM PND �RAWINGS ARE ALS�NOi t0 3i US=J SS� �S���E�V AppRo�E�av N0. <br /> �j EVERETT,WA 9ffi06 �O /w/� JBK IS�J,Jm F�CaVS1RUCTIa`l IN ANY MANNER THAi WOULD CON.,?ill,Ti A:C�4'�.MF�i ONp� <br /> �Y (425)259-J164 DIRECTLY OR INDIRECTLY TO aNC. ����� <br /> .� �Ar� �� �E��S,a� PAVING DETAILS SHE� No. 9 oF 9 <br />
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