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A P4RTI�N �F fiH� NW 1/4 OF THE SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. — SNOHOMISH COUNTY, WASHINGTON
<br /> POST MOUNTED
<br /> PAVEMENT NOTES ALL ACCESSIBLE REseRVEo ADA SIGN PER
<br /> SIGNAGE SHALL BE PARKimc
<br /> DETAIL THIS SHEET.
<br /> 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. � � �- � � `� ��' �' �' � .� � �� � � �
<br /> BLUE WITH WHITE
<br /> LETTERS. SYMBOL TO BE z �, � � � � � `'' �' �' "' �'' � �
<br /> 2. SUITAB�E ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR �— WHITE, DOUBLE �
<br /> SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT'S SPECIFICATIONS. COATED, MINIMUM '
<br /> �,���_CHANNEL „p� ro
<br /> 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED POST (2 ccEss.e�e STROKE WIDTH TO cv
<br /> SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL LBS./FT.) BE 3". � � � � �_ �� �
<br /> AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM
<br /> MODIFIED PROCTOR DRY DENSITY (ASTM D-1557) AND SHOULD BE NON—YIELDING. FILL PLACED 8� 8' 8� 8�--- 5�' ---8� 8'--� 5�' �-8' �
<br /> BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY USE 6" PIPE BOLLARD 24" MIN. n: �
<br /> DENSITY. FILLED W/ CONCRETE �
<br /> AND PAINTED TRAFFIC I � � �
<br /> 4. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATIONS, SECTION � YELLOW ONLY WHEN A C C E S S I B L E P A R K I N G S YM B 0 � � � � � �
<br /> 2-03.3(14)D. SIGN IS IN PAVED AREA �� �� ��� � �� ��
<br /> OR SIDEWALK ' LOCATE AT EDGE OF PARKING SPACE UNLESS � � � �
<br /> 5. IF ALTERNATIVE PAVEMENT SECTION WITH A.T.B. IS USED DURING CONSTRUCTION ANY FAILED AREAS o ACCOMPANIED BY "VAN" LETTERING
<br /> THAT SHOW CRACKING UNDER EQUIPMENT SHOULD BE REPAIRED ONCE HEAVY CONSTRUCTION SLOPE TOP � +-
<br /> TRAFFIC HAS CEASED AND PRIOR TO PLACEMENT OF FINAL LIFT OF HMA PAVEMENT. OF CONCRETE `� BREAK AWAY � �
<br /> CHANNEL POST
<br /> 6. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) PARKING STALL WHEN PIPE BOLLARD
<br /> OF THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS. GRADE IS NOT REQUIRED. NOTES: ACCESSIBLE PARKING STANDARD
<br /> 0 1. SEE SITE PLAN FOR TOTAL LAYOUT. SYMBOL PER DETAIL 90—DEGREE' �
<br /> 7. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02 OF THE 3500 P.S.L `� I 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. THIS SHEET. SPACE
<br /> LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS. THE MIXTURE SHALL HAVE A MINIMUM P.C. CONCRET � N 3. ALL DIMENSIONS ARE TO CENTERLiNE OF STRIPE UNLESS OTHERWISE INDICATED. �
<br /> MARSNALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A d -0 ' 4. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
<br /> MINIMUM OF 96% MARSHALL DENSITY (ASTM SPECIFICATION � 1559). FEDERAL HIGHWAY ADMINISTRATION�S °MANUAL OF UNIFORM TRAFFIC CONTROL � p
<br /> 1'-6" DEVICES", LOCAL CODES AND AS SPEGFIED. MOUNT SIGNS TO WALL IN q� � Z M
<br /> 8. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH CONCRETE ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. LZ � �- �
<br /> FOR PAVEMENT SECTION 5-05 OF THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS. � � � �
<br /> THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI P 0 S T M 0 U N TE D A D A S I G N
<br /> AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP. o a � o
<br /> 9. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB A C C E S S I B �E P A R K I N G �
<br /> CONTACTS ASPHALT. NTS
<br /> HMA CLASS �° � �
<br /> (WSDOT STD SPEC 5-04) � � a
<br /> � � J
<br /> 2" (STANDARD DUTY) a � �
<br /> 3" (HEAVY DUTY) � � � �
<br /> 3 � � �
<br /> CRUSHED SURFACING � �
<br /> 4" (STANDARD DUTY) (WSDOT STD SPEC 9-03.9 (3))
<br /> 6" (HEAVY DUTY} ��>U�o� o- o �a � � p�� ,, o`"p� � �
<br /> 0 0
<br /> 0 0 D p� poopoo0oo0
<br /> 0 o�Oo 0 � � o�
<br /> %�' `��j����/��,�i����//�`���•�/;��� - SUBGRADE PREPARED IN
<br /> \ ��\��\��%�\��\�%\\�\\���\\�\\\�\'' RECOMMENDATOINS OF THE Y
<br /> ��%� �' � �, � � �,� / � WIDTH PER PLAN �
<br /> � ;�..!'� . �.. .
<br /> �' GEOTECHNICAL REPORT, DATED c�'.�o�
<br /> BY RERRA ASSOCIATES,REN�ARED 2 , , � 2 �y G ��
<br /> 2' 2' 2' 2 2 2' 2 2' 2' 2' 2' � � '�
<br /> � a � � F �
<br /> �� I �4 g
<br /> ON — SITE ASPHALT PA�EMENT
<br /> Nrs 1 ��.°���r �°4��
<br /> N
<br /> � �
<br /> rn
<br /> �
<br /> WHITE �
<br /> � . PORTLAND CEMENT CONCRETE THERMOPLASTIC Z
<br /> ` r (WSDOT STD SPEC 5-05) � � m �
<br /> 5�. Sd '�t � � � Q
<br /> - M M q
<br /> Lf1 lf) J
<br /> '� r`'� � �� � � � � �' " " 0 . . �� Q
<br /> � �' � � � �" ` CRUSHED SURFACWG N N 3
<br /> a
<br /> a � r7 C� a v � �o � �� �r v�
<br /> 6 ° "'' � � p ` (WSDOT STD SPEC 9-03.9 (3)) ' "" �S
<br /> o° o°� o r'� -c c
<br /> ���� ��°� � � � � �° �"'°��� PEDESTRIAN CROSSWALK � "
<br /> j��/j!%��i�ji/j i ���'����/�`%�i � ' SUBGRADE PREPARED IN NTS � �
<br /> �
<br /> �� ,\�, , \���\/��/�/J�f������j\��/ RECOMMENDAT OINS OF THE
<br /> i �%! "
<br /> � � .A�,.�,`�„�\\�;A ��..����� � GEOTECHNICAL REPORT, DATED
<br /> FEBRUARY 22, 2016, PREPARED
<br /> � BY TERRA ASSOCIATES, WC. ,� �`�
<br /> �— � Y
<br /> �� � �
<br /> � V = �
<br /> N CEMENT CONCRETE PAVEMENT 2 � � � �
<br /> <f' /� N M 7
<br /> O � � �
<br /> � _—.__—__:_____._J .--� � m
<br /> �
<br /> � PORTLAND CEMENT CONCRETE
<br /> � - (WSDOT STD SPEC 5-05)
<br /> N 4�. �
<br /> � : a � ' : � e r WITH BROOM FINISH
<br /> � A �
<br /> 7
<br /> # .� ... . �^ .' \ . J ° Q C o s�J \ VJ
<br /> � ' "�' ` ' J '' ° CRUSHED SURFACING
<br /> � �o o �� o � ; o . �� � �
<br /> � 4 �° � � � �� � �' ` `' °�° (WSDOT STD SPEC 9-03.9 (3))
<br /> � ; � � � c,� �
<br /> �
<br /> � °� o'�c� r ,l ,�c o D� o�o
<br /> 0 0
<br /> �� ' V � � \.� �' � �� A. �� .
<br /> � � � ���i;/���i��� ��%� � � /��/��� ' SUBGRADE PREPARED IN �
<br /> U
<br /> � ���A���AO/���/��j�A`�,��A�'��j a,ccoRoaNCE wirH O 3 U�
<br /> ,r/�fj,� ������ i� �� % RECOMMENDATIONS OF THE � �j � J
<br /> �ii� � a W � Q
<br /> �-.\ . , ,�„ , . �.� GEOTECHNICAL REPORT, DATED � Q �
<br /> a� c�•, r \ _� � � .
<br /> '3 FEBRUARY 22, 2Q16, PREPARED Z
<br /> � BY TERRA ASSOCIATES, INC. Q � �
<br /> ! rf1 � � �
<br /> � CEMENT CONCRETE SIDEWA�K 3 �j j � � �u �
<br /> ~ � G W
<br /> � � � � H
<br /> V
<br /> O
<br /> Q �
<br /> � 6" SELECT SURFACING O W
<br /> ` AGGREGATE (PER WSDOT STD V
<br /> � SPEC 9-03-9(2)) OR 2"-a" PLAN APPROYED � Z�
<br /> � QUARRY SPALLS. r � � � �
<br /> GEOTEXTILE FABRIC, � °A
<br /> U t ,, .a '�� , :�h .; ,��s TENSAR TX140 OR
<br /> C '�-
<br /> j :�: , � � •: �,�.o APPROVED EQUIVALENT.
<br /> ���� ��� Pf/B[IC WORKS
<br /> �-' �`� -rrf�; e DEPARTMfNT
<br /> ` �,.• �f COMPACTED SUBGRADE
<br /> � � � i � � �' I 1��—� I i � I ,I �I i i�.- WA�� pEQU1Rtc Prt3 R�ID�STA0.71N6
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<br /> PHO)ER 1.. <o:iDl"IOMAL rER � �
<br /> O� � ��� TRA�IRC CU0.PEhT � TAND� DSAflD
<br /> � PERMR FOR C_�M N�AS
<br /> � GRAVE� POND ACCESS ROAD °ER .""`�"`°. ��s�
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