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Tcc^ ^cTn . c �'LC� LINESALSOSHONNPERCIttOFfY£REITBU 16-001 T ` � � � <br /> N �I7 <br /> � ; �� ;� , - Q � � ' � <br /> '^\ \ � � 7 H C O I H O R/Z O N T A L C O N T R O L P L A N B A S / S O F B E A R/ N G <br /> \ <br /> � Y' �\1 � ' � WAS4INGION STA�E PLANE COOROINAiE SYSIEM (NORIH ZONE) NAOBJ/9I PEF � � � O N <br /> �y B HC-OZ HORIZONTAL CONTROL PLAN <br /> �\ \ \ � ' _� 4L - ;N - COORDINA]E.5 PUBLI.SHEO BY CI N OF EKFETi FOF Cl�l'MpNUMENTS E-011 RESET" M U J O <br /> \ m�\�\ _ � ANO l9 05 J05" BEARMGS SNOMN ON MIS MAP ARE PER SNE ABOY£ R£FERENC£ I� W <br /> 1 � � / '� ANG MAY NOI MAiCH �HOSE OF IHE iitLE RfPORi \ ` <br /> ! <br /> , \A�\\` \ '- � '� ` DATUM U O � � I <br /> �� � i / � GTY OF EV£FETT WAS4INGTON SiA2 GLANE NA0 &i(9IJ W I.� ` <br /> D� � \ / Y NOR2CNIAL ANO NAYDBB KRIiCAL OANM TG CBTAM EIEVAi1GN5 � fl� W <br /> � � � � ' � �/' ON IHE OCO NAlD29 OANM SUBiRACI J 5E FEEL VJ � O <br /> \0�\\ ; ,,�", � (20A � ,o/� `''N SLJl2VEY NOTES � _ > � <br /> � �, ..� ��, / 5 RS-02 STOKM D/iAINAGE PLAN q�� F�ELO .uEaSUREUENTS MATCH£0 FECoaG OtuEN90H5 tn1Hw W <br /> \ '/j5bero�' r e SW-� / SANITARY SEWE/2 B WATER PLAN iHE vkE[l�,H REOu�kEMENTS 0F AUA/A:Su s=EclFlcarz:,v5. � � 4 � <br /> \ , �, L � ] 9 SW-02 SANITARY SEWEl7 6 WATER PLAN O <br /> _�� re RP-OI ROAo � UTIL/TYPROF/LES LOT COVERAGE CALCIJLAT/ O <br /> � � � <br /> ] 9 /iP-02 I20A0 & UTIUTY PROF/LES �4 <br /> � 1 � \� PFOPoS£0 LOi ARfA 210.800 S� (!84 /C) (������ � � � <br /> m , �.� `\�1. , . 20 OT-01 STANDA/20 DETAILS PROPoSECBuaOiHGAREA: E2.D55F (39.0% OFLOTA r b `� U <br /> �+ D �R ` <br /> e TGiAL INPERNLUS AREA: I81.1]2 S� (B]5% A � � <br /> N R�\i�� nnsce^^�°P^vf�s�b <br /> " mp�,°,`�f°�_p�^M��.�aU`"° °°�� �1 l`;�1iWa's"� y <br /> u on'�rEW�n��,... aYfW i�1 �� e.�`� � �' <br /> � s ��o�e.� t1� 1 I/6�P Z , <br /> RECORD ORAWING STATEMENT: � Pe "��t�n�p�� p �� � <br /> 4 1 <br /> � W17H/N 7HE PARAME7ERS LlS7E0 BELOW, 1HE5£ ARE RENSIONS TO y �F '�c�'� p� ;�� � <br /> 0 7HE APPRObEO PLANS FOR CONSTRUCTiON AND R£FLEC7EXlSTING ��g e ` s'`ior�n, E� � <br /> FlELO CONOl710N5 AS OF JUNE 202I. THE HOR/ZONTAL POSITION OF ame t �e <br /> y n \S�oFH wFy.h- y U7IU7Y S7RUCNRES AND P/PES lNDlCA7ED ON 7H£SE PLANS ARE l7 EC O R 0 D RA W l . & � <br /> ,.,� 2 h 7HE CONS7RUC7E0 LOCADONS. DESIGN /NFORMA7/ON HAS BE£N U N O E R G R O U N O U N OTE 5/4/lS wn <br /> CROSSED OUT AND 7HE CON57RUCTED INFORMA7/ON HAS BEEN <br /> i o � p PRONDED. 7HE CONSTRUC7ED TOPS AND INVERT ELEVAPONS N£RE UNDERCROUND U7/UT/ES ARE SHOKN /N THE APPROXIMA7E LOCADON. 7HER£ l5 �i� <br /> E a` �e� DERIL£D BYFlELD VER7ICAL PROFlLE 7IED i0 7HE PRO.AECT NO GUARANlEE lHAT ALL U7iL/7Y L/N£S AR£ SHONN, OR 7HAT 1HE LOCATION, �ae rvunreeR: <br /> ` Po esoo W BENCHMARKAS SFlON7J ON TFIE APPROIED PLAN SET. 7FIE RENSED GRAO/NG QUANTITIES �ZE ANO MA7fR/AL lS ACCURA7E. TF/E CONTRACTOR SHALL UNCOVfR ALL <br /> 16 -228 l '^ <br /> a 4 FS'��c�srEa�° �= SLOPES B£TN£EN STRUCNRES N£RE CALCULATED BASED ON iHE /NDlCA7ED PlPING NHfRE CROSSING, IN7ERFER£NCES, OR CONNECl/ONS OCCUR sHeer Nahre: v ' <br /> i W S/oNp� E� CONS7RUCTEO lNY£RT ELE✓AAONS AND MAY OR MAY NOT REFLECT CUT = 12,200 CY PRIOR TO 7RENCH/NC OR EXCAVATION FOR ANY P/PE OR S7RUCNRE$ TO <br /> o h THE ACNAL SLOVE OF 7HE /NSTALLED PIPE THf BLUEUNE GROUP FlLL = I0,350 CY DETERM/NE AC7UAL LOCAAONS, SIZE AND MA7ER/AL. THE CON7RACTOR SNALL C V'O � <br /> h L DO£5 NOT CER7/FY 7Hf ACCURACY OF THE /NFORMAT70N SUPPUED MAKE THE APPROPR/A7E PRONSION FOR PR07ECAON OF SA/D FApLl7!£S 7Hf <br /> . a ` BY 7HE CON7RACTOR. £LEN lF SUCH /NFORMAAON l5 �OUANAflES ARE APPROX/MA1E ANO SHALL � CONTRACTOR SHALL N07IFY ONE CALL AT 8-1-1 (WqSH/NC70N811.COM) ANO <br /> n � .`" H��I�ZI /NCORPORA7ED /N 7HESE PLANS NOTBE USED FOR CON7RACNAL PURPOSES ARRANGE FOR Fl£LD LOCAT/ON OF EX/SDNG FApUDES BfFORE CON57RUCHON. strr ] oF Z �I <br /> . <br /> ' -', � �P021 IFIE 6LUEUNf GROUP . . . . . . . .-. . ` . - . . . . . . . <br /> . I . ..., .. . . ., . . �, , , . .: -._. e ._ . <br /> 405 Riverside Rd Utility Drawing <br />