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A PORTION OF THE NW 1/4 OF THE SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SEGTION 12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. - SNOHOMISH COUNTY, WASHINGTON
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<br /> / / SCALE: 1 INCH =40 FEET ; ,
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<br /> � I � , ` , �' � LEGEND �
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<br /> I � ' ,�� ;\� — - - — PROPERTY LINE '
<br /> I / �� ��,/ _� e4 r;=''' PROPOSED BUILDING
<br /> �/ �, t�� �� ,;� �„� 4�y ��� ° ��= '� PROPOSED CURB AND GUTTER �
<br /> ������� � �� � ' ���� � PROPOSED TYPE E-1 CURB
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<br /> `� � ,�,� „ ��, �� y, .,��, ' CAST IN PLACE WALL I
<br /> � � �� c``� ,' � � �o�o PROPOSED ROCKERY � � �
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<br /> � �� HEAVY-DUTY ASPHALT PAVEMENT Z
<br /> � — 15'08'27" � , �=�' �-✓ `v' —
<br /> R�— 78� 27 � LIGHT—DUTY ASPHALT PAVEMENT ----
<br /> L = 20Ei. 72' `�'. '� _'
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<br /> _ GRAVEL POND ACCESS ROAD �
<br /> �,' '� '�l � CONCRETE PAVEMENT Q � � M
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<br /> � �•_� ��' 'f� � �,:_� CONCRETE SIDEWALK � � � ,� �
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<br /> � Q� � 51 '`�� � O STANDARD-DUTY ASPHALT PAVEMENT. (TYP) � � a �
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<br /> � �AO / ,J � � � ` ' + ,; � OB HEAVY-DUTY ASPHALT PAVEMENT Y _ �
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<br /> � ��� �� -`-`-� � ` ` ��" �"`� � � � �C HEAVY TO LIGHT DUTY AC TRANSITION � � �
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<br /> �Q` ' y - ` �'�r^ T'ri � �. `; O O CONCRETE SIDEWALK 3
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<br /> � / '� `�' ��' ° �' E CONCRETE PAVEMENT TYP 2
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<br /> � \ 4�.� w. �Sr d� _ � TYPE A-1 CONCRETE CURB AND GUTTER. (TYP) s'S'�S+'�°� `�r,y
<br /> / % , 'h96 � `` T � {PER COE STANDARD DETAIL 305A) o y 0 P���
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<br /> C� ,n � TYPE C CURB RAMP WITH DETECABLE WARNING
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<br /> �_ _ � ' � = � (PER COE STANDARD DETAIL 310C)
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<br /> � 11 W OK 4" WIDE, WHITE STRIPE. o 0 0
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<br /> � ,� ., � O CROSSWALK � 6 - � � Q
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<br /> � = 7138'10" � � � � � *� �
<br /> M ADA STALLS AND SIGNS. TYP
<br /> � - 43. 76' 0 88� O CONCRETE DRIVEWAY (PER COE STANDARD DETAIL �' `i `
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<br /> 308) . '
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<br /> " ': �- Op ROCKERY WALL (PER COE STANDARD DETAIL
<br /> 324A)
<br /> `� z 3 OP PAVEMENT REPLACEMENT
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<br /> ���� N �"'°' F N'� Op 4" WIDE WHITE STRIPE AT 45'x4' SPACING (TYP) �- *'
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<br /> � y Z SITE KEY (BY OTHERS) � � �
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<br /> o / ' � ` Bi CAST-IN-PLACE CONCRETE WA�L, SEE ��_-��-; o g; �
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<br /> � � STRUCTURAL PLANS ' � � m
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<br /> I / �� � � � � � 82 GUARD RAIL, SEE ARCHITECT PLANS.
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<br /> N � N 0103'S9" E 143, e3 TRASH ENCLOSURE, SEE ARCHITECT PLANS.
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<br /> � � (�� � B4 STAIRS, SEE ARCHITECT PLANS.
<br /> ,n B5 MONUMENT SIGN, SEE ARCHITECT PLANS. z
<br /> -30 \ •v,v I B6 FUTURE LEGO BUILDING IMPROVEMENTS (TYP.) ` � Q
<br /> � B� ROCKERY WALL, SEE STRUCTURAL PLANS. � Q �
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<br /> � SITE NOTES� W � � Z
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<br /> � 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
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<br /> -� 2. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPtNG, UNIESS OTHERWISE NOTED.
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<br /> � 3. ALL PAVED PARKING LOT AREAS WITHW THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTE0. W
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<br /> � 4. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. � O
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<br /> � 5. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. W W 0�0 � .
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<br /> � 6 R E F E R T O B O U N D A R Y S U R V E Y F O R L E G A L D E S C R I P T I O N, D I M E N S I O N S O F P R O P E R T Y L W E S, B A S I S O F B E A R I N G S & B E N C H M A R K I N F O R M A T I O N. � � Q �
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<br /> � 7. S E E S I T E P L A N F O R S I T E D I M E N S I O N S. __ _ U —
<br /> � PLAN APPROVED Z W
<br /> 8. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACT�R TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) � Q �
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<br /> � 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. �C� ` Z9 r^
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<br /> 0 10. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18" CURB AND GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN.
<br /> j DRA1NA0t E SION pUBiSCWORKS
<br /> � 11. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL C05T SHALL BE INCLUDED IN BASE BID. o�rAarME�vr
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<br /> 1 A VUOUC WORhS PEPMR IS -
<br /> w 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION'S, INCLUDING BUT NOT LIMITED T0, ALL UTIUTIES, STORM DRAINAGE, S1GNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATtONS AND PEQU:Pt� =e::,� r<, sreRnnc
<br /> c SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. �� =.nr conS-N, <.,�oH o� rnu O
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<br /> � FRJ)ECi 's ..O�+pl'IOn�L PER
<br /> �A CURREY( 11� �nND UID �����
<br /> s 13. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL exn,aes�_2y-z0�iruss � �
<br /> L PE0.NfT FOp CONSTRUCfTONIMf �//��111���
<br /> p �N[ lEEN ISSUED. ���.O
<br /> � 14. THE SITEWORK CONTRACTOR SHALL CONNECT ALL LIGHTS WITHIN THE RETAIL STORE'S DEMISED AREA TO THE SECURITY CIRCUIT AS SHOWN ON THE ELECTRICAL PLAN.
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<br /> CO 15. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'. ALL OTHER CURB RADII SHALL BE 10', UNLESS OTHERWISE NOTED. CaII b@f01'@ OU (II
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