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'. . � : . . . . . `: E . . � � <br /> � I � . f # ..��w _.:� � .. ,�� I_- , f ' , • , �. �. , '� � . . �_ 6 � �' cv <br /> - � � _._. � I -'`� ; . , \,� � � G� 95fln <br /> . <br /> :- �' � � � � � � <br /> � I _ �r � �_�.� <br /> � I � � �- a: � � _ � E � .,��` �, � �j F�F��s�ER��r,� <br /> 1 - E <br /> o , , � � ��_ � ,.. .:: � ;- -.., � f _ _ 4 �ory a� E <br /> �� � , . <br /> . _._ ..�_._.._.._ _. � <br /> �� MATCHL//\lE - SEE SHEET RS-�2 REGL7RD URAW/NG <br /> �� F�G�T/NG DRA /N NL7TES <br /> LJNDERGRC] L1NL� t1T/LfTY N�TE ����`g <br /> � "� f, FDOTING DRA/NS TO BE PERFORATL�D PYC lN 3/4" OR 1-%2" WASHED RDCK WRAPPED W/MiRAFI �40N QR APPROVFD <br /> � "o EQUAL AND /NSTALLED A T A SL QPE OF D.00 N 0 T E S IJN�ERGROUND U TILI TJES ARE SHOWN /N THE APPROXIMA TE L 4CA TlON. THERE IS J O B N U M B E R: <br /> � � . N4 GUARANTEE THAT ALL UTlLITY LINES ARE SM4WN, OR 1NAT THE LOCATiON, <br /> �� 2. CLEANOUTS TO BE CONSTRUCTED PER CITY STANDARD 421. PROVI'DE NO SK/D UDS WNEIV LOCATED !N PAVEMENT. 1. SEE SHEETS RP-01 THR�UGH RP-02 FOR PROFlLES. � SIZE AND MATERlAL IS ACCURATE: THE C4NTRACTDR SHALL UNC01/ER ALL ] 6 -�,,,�� <br /> � c LEGENL7 <br /> lN�ICATED PIPING WNERE CR4SSlNG, lNTERFERENCES, C1R CONNECTIONS OCCUR �H E E T N A M E: <br /> i °i 3. B E N D S, W Y E S, E T C. (A S N E C E S S A R Y) T O B E D E T E R M/N E D B Y C O N T R A C T O R. 2. SEE SHEET DT-01 FOR DETAILS. PRIOR TD TRENCH/NG OR EXGAVATION FOR ANY P/PE OR STRUCTURES, T4 R 5"'D � <br /> ; ----F�----Fo----Fo- FaDTlNG DRA/N ' DETERMINE ACTUAL LOCA1l'ONS, SIZE AND MATER/AL. TH E C Q N T R A C T O R S H A L L <br /> 4. F O O T I N G O R A/N S TO BE LA/D FLAT OR WITH POSITI'VE SLOPE TOWAROS CONNEC770N TO PROPOSED STORA� SYSTEM. 3. SEE SHEET GN-01 F4R COE STANDARD STORM NOTES. MAKE THE APPROPR/ATE PROVISION F O R P R O T E C 7 1 0 N O F S A/D F A C I L I T I E S T H E <br /> �' � � ----Ra----�o----R a- R D O F D R A/N C t�N T R A C T O R S H A t t N O n F Y �N E e A LL A T 8-1-1 (W A S H I N G T O N 8 f 1.C O M} A N D <br /> ��� 5. CLEANDUTS �IALL BE PROVlDE� EVERY i00' OR 135'!N 0lRECnONAL CHANGE. ;� 4 ^�A . . . N S T R U C 7 7 0 N. 5HT � 4 oF �4 <br /> 4. CB 13 TD CONTA/N STORM PUMP SYSTE'M AS DETAILED ON S H E E T O T-01. A R R A N G E F O R F I E L D L�C A Z l O N 4 F E X l S T I N G F A C i U T I E S B E F O R E C D <br /> �v�� �2021 THE BLUELINE 6ROUP _ <br /> _ _ .. .._ . . .. . _.._ . _._.. _. . . .._.___.___ . ____. k',.I�''.�. �.. . . . . . <br />