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<br /> ' CSI T1281503 _ m � � � � e �
<br /> OTOP128�503
<br /> ' CUWS1281503 � ♦ +a
<br /> CUSD1281503
<br /> , � �
<br /> CGRD128i503
<br /> CNOT1281503
<br /> OUTIL 1281503
<br /> V(GINI TY
<br /> As'T'28'S°3 C I TY Q F EV E R ETT WAS i� I N G TO N
<br /> � PUBLI C V'VaR�CS PERI�/1/
<br /> T PA�KA�E
<br /> � RE�OF�D DRAV!VIN�S `
<br /> `
<br /> � FEBRI�ARY 2�, 2018
<br /> .
<br /> SURVEY DATA
<br /> � . � a ��
<br /> � � �
<br /> � R-1 EXlSTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRtC INFDRMATION SMOWN ON THIS PLAN AND OT�/ERS IN THIS S�T �'�� � p
<br /> _ �
<br /> 280508�0�0?500 � {NERE USED AS A BASIS FOR DESIGN AND REPRESENT f7ELD SURVEY DATA AND MAPPtNG PREPARED BY TRIAD
<br /> � 280508001015Q0 ASSOCIATES (J0� N0. 14�195), AS PROE/IDED BY TH� PROJECT OWNER, AND DOES NOT REPRE'SENT WORK BY CRH �
<br /> CONSUlTANTS. T�IE FOLLOWING SURVEY DATA WAS f'ROVIDED WITH 7NE TOPC?GRAPHIC MAP BY TRIAD ASSOCIATES: ��
<br /> ____ LE'GAL DES RIPT 0 ��� -
<br /> -- -- .,_ N8721'42"W 426.85' C l N � �� y
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<br /> THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 8 TOWNSHlP 28 NORTH, RANGE' S EAST W.M. IN ���+`_�►
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<br /> � �`�. �^= �� { � � � � �� ir3 SNOHOMISH GOUNTY, WASHINGTON DESCRIBED AS F'OLLO►�YS:; �
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<br /> - J � ` '` } : ���" � fi < f �. ( f - � � o COMMENClN� AT Tt�E SDUT�IWEST CORNER OF SA1D SECTION B• ` ��'
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<br /> ; C TY SP#15 0 5 R. f
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<br /> : �� � . �t�,424 SF �� THENCE' NOR�II DO'Ol'32" W�ST, ALONG THE' VYEST LINE' THERE'OF, 1,350.99 FEET TO THE SOU7HWEST CORNER 0� THE �-� •
<br /> " l NORiN{NEST QUAR7�R OF THE SOUi�HWE'ST QUARTER QF SAID SEC�ION 8; �
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<br /> ;...� f �� ; �� THENCE SOU7r! 88'4&'S4" E'AST, ALONG 7NE SOUTH LINE THEREOF, 499.99 FEET TO THE E'ASTERLY MARGIN OF �
<br /> . l �;� �,; , ' ' � � � BROADWAY CUTOFF; �
<br /> ! ' �, � ;� /�� � ,' �, � , � -
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<br /> � �,f° � f� ' `� ' THENC� NORTH 19'S4'39" EAST ALONG SAID EASTERLY MARGIN, 773.64 FEET,• S �
<br /> / �' ;� '; � ; S8721'42'E Tt-�ENCE SOUTH 70'05'21" EAST 20.00 F�ET ** THENCE NORTH 1954'39" EAST 2.39 FEET TO T�1�y� T,KI�1!JE POINT 0�
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<br /> 2.33 �EGINNfNG; �
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<br /> �' �: •: / " �� � , � ,; ` � �,;' 666`�O$�11 T�lIENCE CONT1NUlNG NORTH 19'54'39" EAST ALONG SAID EASTER�Y MARGIN, 441.40
<br /> � ' -z � � ' ***(439.41) �E'T TO THE SOUiN LfNE OF TH�' N017TH 2O0.00 F��'T OF THE NORTH4V�ST QUARTE'R OF THE
<br /> - �' . � � .�'� . �,�`;.="� 0�
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<br /> ,� �. , ; ; : . . ,- , 5� SOUTHWEST QUAR7�R OF SAlD SECnON �; �
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<br /> � OQ'�: , �� � ; a„ ,� 1NENCE SOU�I 882656 EAST ALONG SAIfl SOU�I LINE, 425.85 FEE'T TO THE EAST L1NE 0� SA1D NORTHWEST
<br /> . / � , ' / QU,4RTER OF THE SOUTHWEST QUARTER; � �j�
<br /> � ..::` ' ' '. � �� � � ` ` �� 't: THE'NCE SOU ' ' » ° �
<br /> �; � ,� �,. / TH 00 2018 EAST ALONG SAID EAST LINE 100.05 �EE'T; j �r�� �
<br /> , .: �� � ` . , » � �
<br /> � �� � ,� THENCE' SOUTH 88 26 56 EAST 82.33 FE'E'T TO THE WE'STERLY MARGIN 0� S R. 5 (INTE'RSTATE'-5); , 1' ��� � _}__ _ r_,,. �
<br /> .
<br /> : �� :
<br /> � LOT 2 �; ' ` THENeE ALONG SAID WESi�RLY MARGW SOUTH 50'02'54" WEST 66.68 �EET; m
<br /> ' j. ;� (Ct TY SP#95-OQ5) , � �^ � � , THENCE SOUTH 48 31'48� WEST 207.77 �EET,•�
<br /> . / � �5,132 SF ` ,��. �\ ,��� ::-. �'� � , �� THENCE SOU TH 44 24 54 �WEST �94.92 FEET;
<br /> I j o � - � ; � ,�p'1• � THENCE ****SOUTH 70'1520 WEST 256.15 FEET TO THE TRUE POINT OF BEGINNING.
<br /> R_4 /, ' ry �'` '`�' { r� a � i ,
<br /> . � � ���5, �� t�' ��/ �� .� � � . .
<br /> f �/ ; ..� , ; �.� , � .��� ,,,. .. D�y (ALSO KNOWN AS PARCE� � 0�' �OUNDARY LINE' ADJUSTMENT RECORDED UNDER AUDlTORS �'ILE N0. 9809230544
<br /> 28050800302200 � � - / � �' � � < r,�4 • � � �'� - /.�'1 AND SURVEY RECORDE� UNDER AUDITOR'S F1LE N0. 9809235004) �I C�N IT�( MAP NOT TO SCALE
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<br /> . - ; , � ,�, }F> ������ � , ���9 ���
<br /> t` ' ,, �� � � �„ a� �,�,y �� �, . � � SITUATE' 1N THE COUNiY OF SNOMOMISH, STATE 0�' V�ASHINGTON.
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<br /> ' �� • � ���• '� t_� ��** NOTE': �EARING SHOULD READ NOR7N 70'?5'20" IN�ST D RAW 1�V G I N D EX
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<br /> � 4 � � Y �� � • � °`v' *#� NOTE: �iSTANCE IN �RROR; SHOULD �E' 439.41 ��'ET P�R PARCEL � MAP OF' BLA SHEET DWG. DESCRIPTION
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<br /> �� . G.� �# NOTE': PARCEC B OF BLA REC. N0. 9809235a04 CONTAINS ADDI110NAL COUf?SE
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<br /> 1 CO 00 COVER SHEET
<br /> . , � { Q� � ''� .`�� AND DISTANCE' AS NOTED /N PARENTHESIS TO POB. 2 C0.01 ��GE,'�ID, A9�sR�VihTIOr�S A��(� GENERAL �.�OTES
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<br /> f . ,�, �� � `� 3 CV,�0 EXIJ�IIV� CtJNUI tIDI�'J
<br /> ;k�� k' � / * NOTE: DtSTANCE !N ERR4R SHOULD BE 3p7.77 PER PARCEL B MAP OF �LA.
<br /> .
<br /> �� �' �`��-' � � �ASIS OF �EARINGS
<br /> , � � � ,�`` :�� , 4 Ct.00 ERt�SION COtVT{��t p!�N
<br /> � � 1 � � � ��f� � � ��:���:::�`��:�::� � �� � � �.������� ��`� H�LD BEARING QF NORTH 87'29'42" W�ST BE'TWEEN FOUND MONUMENTS AT THE INTERSECTION Of 75TH ST SE ,��lD
<br /> � ' � D�• � 5 C1.10 E�OSION �'ONTF�C�i DET�1lLS
<br /> �� � / �..�������������:� �; . '``�-, �� , �', � BROADWAY CUTO�� ROAD (CITY OF EI/E'RETT DE�ARiMENT OF� PUBLtC WORKS STATION NAME 703 68 04) AND THE
<br /> �: -:._:<.:;: :N�,^ +�1 / MONUMENT LOCATED SOUTIII OF THE' INT�RSECTION 0� WETMORE AVENUE AND 75TW S1RE�T (CITY OF EVERETT S C1.11 EF?vS10N GONT�OL DET,-�tt�S
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<br /> 91Q����;. 2 � ��0`� DEPARTMENT pF PUBLIC WORKS STA770N NAME 28 05 G05) 7 C2.00 SITE LAYQUT ;
<br /> .
<br /> / �� s,� �`'�h HORiZONTAL DATUM 8 C2.10 r��l�r��vAY s�cTioN.s ,
<br /> • � � � � NAD 83/(1991) 9 C2.11 �IfE C��,YOUT DET�;iCS �I
<br /> 10 C3.00 GRADING PLAN
<br /> ! � � �
<br /> VERTICAL DATUM 11 C3.01 STORM DRAINAGE PLAN I,
<br /> . 12 C3.02 FRONTAGE IMPROVEMENTS PLAN - BROADWAY
<br /> / NAVD 88' � ,
<br /> ' � � � 13 C3.11 GR�DING AND DR�1iV�GE C?ET�'JLS
<br /> � �-� BENCHMARKS 14 C3.2Q STORM WATER VAULT DETAILS
<br /> /
<br /> 28050800302300 ORIGlNAL �ENCHMARK:
<br /> � � TOP OF' 3" BRASS SURFACE M�NUM�NT ON SOUTH SiDE 0� THE JUNIPER STREE'T OVE'Rf'ASS OVER i-5 15 C4.00 SANJTARY SEWER AND WATER PLAN
<br /> , 4 � J � � � 0 60 12p �SDOT MONUMENT 10 #3259 16 C5.01 GRADING AND U11LlTY PROFILES
<br /> ESIGNA i10N GP3100� 156
<br /> SITE P�N P�AN IN �EET ELEV. = 373.57' 17 C5.02 GRADING AND U11LlTY PROFILES
<br /> . 18 L1 LAPJ�S�AFE r L�t��! OVER�✓lEN
<br /> TBM �A" , �9 L2 ���N fitVG f'LAN
<br /> � PROJECT TEAM TOP OF A 1 1/2" NUT INELDED ON TO NORTH FACE' OF' 36" D1AM STEEL POWER POL� 1.5 AB�VE GROUND 20 L3 �ZA�IT{l�J� PLnN & !E�ENp
<br /> PROJECT INFORMATION �«„ = �4s.37�
<br /> . GENFRAL UT1Ll TY PUf�VEYORS 2� �� ��ar�1rNc No rFs � ��r,a�l s
<br /> APPLICANT ClV1L ENGiNEER �� '�" 22 �5 i���zrc�,r��r� �r an�
<br /> � PARCEL NOS: 28050800302800 WATER AND WEST 77 VP,LLC CPH CONSULTANTS PUNCH IN 3" ALUMINUM DISK +/ 10.5 EAST OF TI�IE E,4ST EDGE OF ASPHALT OF BROADWAY CUTOFF 23 L6 IRR1G�TIC��V Pr Ai�I
<br /> Sl7F LOCATtON: 7707 BROADWaY SANITARYSEWER: CITY OF EVERETT CONTACT: NICKBLAYDEN CONTACT: MATTHOUGH, PE �ONNEVILLE POWER MONUMENT 24 L7 IRRi��TION NOTE��SCHcDULE.S
<br /> � EVERETI; WA 98026 10670 NE 9TH P�ACE 11431 WILLOWS ROAD NE, SUITE 12D ELEV. � 329.70
<br /> , � ZONING: C-1 POWER: PUGET SOUND ENERGY 25 L8 l�R!GATl�i1! DETAlL� I
<br /> o BELLEWE, WA 98004 REDMOND, WA 98052 ,
<br /> � SiT�DEVELOPMENT PHONE: (425) 974-7080 PHONE: (425) 285-2390 26 L9 1Rr�IGATf0�1 Dr T�f�S
<br /> . � NATURAL GAS: PUGET SOUND ENERGY FAX: (425) 467-f073 FAX: (425) 2$5-2389 ROSER CN N0. 20D511305006 RE'CORDS OF SNOHOMISH COUNTY
<br /> � TQTAL S11E AREA: 4.42 ACRES (182,555 SF)
<br /> � PROPOSED USE: COMMERCIAL, HOTF� 1Y/CABLE: COMCAST SURVEYQ� ARCH/TECT CITY OF EV�RETT BOUNDARY UNE ADJUSTMENT N0. 12-9$ ��r �
<br /> � DISTURBED AREA: 3.32 ACRES � � �
<br /> o TOTAL lMPERVIQUS SURFACE: 70,502 SF (1.62 ACRES) PHONE.• COMCAST TRIAD ASSOCIATES BRRARCHITECTURE,INC. RECORDED UNDER RECORDING NUMB�R 9809235004,
<br /> � R�CORDS OF SNOHOMISH COUNTY WASHINGTON This Record Drawing has been pre,�ared, in part, based
<br /> U NE'W IAAPERVlOUS SURFACE: 70,502 SF (1.62 ACRES} CONTACT: BRAD FREEMAN, PLS CONTACT. ROB BAKER � on"As-Bui�t" information provided by others.Though
<br /> •- REPLACED IMPERVIOUS SURFACE: 0 SF (0 ACRES) FIRE: CfTY OF EVERE77' 20300 WOODINVILLE-SNOHOM/SH RD 6700 ANTtOCH, SUiTE 300 the as-built information and this drawing are based on
<br /> Q WOODINVILLE, WA 98072 MERRIAM, KS &62Q4 APPROX. EARTHWORK QUANTITIES �
<br /> � PARKING: 23 COMPACT
<br /> � PHONE: (425) 4a5-2oao PHONE: (913} 236-3438 the best available'nformation, no presu�tion should ' '
<br /> -�� b� ma e reg rd' g the drawing's accurac
<br /> � 105 A��ANDARD EARTHWORK QUANT111ES WERE ES77MA TED USING A GRID VOLUME METHOD AND t� s�,t�� � �i �� �� � � y �
<br /> � +" '�.,� \ r.� � s. ,�'.'�
<br /> , � A U T O D E S K �I U T O C A D C I V I L 3 D S O F T W A R E: T�1 1 E F O L L O W I N G V A L U E S A R E A P P R O X I M A T E � �,rrq���`Y� Date f°��,.. �
<br /> o z T O T A L 1 3 1 LANDSCAPEAR HIT� T A N D P R O V 1 D E D T O 1 L L U S 7 R A T E G E N€R A L E A R T H W O R K E F F O R T S B A S E Q O N A V A I L A B L E ��,�o �,�� c y�� S i g n e d S y ��-�� �
<br /> �Q f! �% S U R V�'Y A N D D�'S 1 G N D A T A E X C L U D I N G E S T I M A T E S 0�' S T R I I'P I N G, V A U L T, F Q U N D A 1 7 0 N, � � �'„� Permit Inspector �a ...�'�2...
<br /> . o � SLOPES GREATER 7HAN 33� NONE PR4JECT GROUNDWORK AND PAVEMENT QUANTlTIES: �
<br /> � � GE4�OGICALLY HAZARDOUS AREAS: NONE rint Name &?itle 0 N S U L T A N T S
<br /> � catir�cr:m���s.c�aR�F,as� � � ,�
<br /> �N SOlLS: ALDERWOOD-URBAN G4ND COMP. 1148 NW �EARY WAY FILL: 4,325 CY 5 1& 4 �v`�
<br /> � CUi: 3,709 CY �' ti Site Planning• Civil Engineering
<br /> r;; SEATRE, WA 981 Q7 Fs �j S��� G�� C A L L B E F O R E Land Use Consulting • Project Management
<br /> � PHONE: (206) 708-)862 NEi: 615 CY (FILL) slaNAt, ��
<br /> � o YOU DIG 11431 Willows Rd.NE,suite szo
<br /> , . �'
<br /> �� THESE VALU�S ARE NOT �'QR CONS7RUCTIQN BID PURPOSES E CONTR C 0 � �:'' 1-800-424-5555 Redmond,WA 98052
<br /> TH A T R SHALL �� � Phone:(425)285-2390�FAX:(425)285-2389
<br /> . - iN USE TNEIR OWN MEANS AND METHODS TO ESi7MATE EARTHWORK QUAN71T1ES www.cFhconsu�tants.com ;
<br /> � N Copyright OO 2018 CPH Consultants,L�C.A41 Rights Reserved. ,
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