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SIDE SEWER <br />TABLE <br />sm 11. OBSON BASIN <br />ANA - 31II.M <br />E4297.76 (r A) O <br />sm it OWN BASIN <br />AN - 30= <br />E-291.72 (r MOO <br />SLL9 1, TYPE IL CW.WHM <br />FILM 'W"ERRL <br />SEPARATOR PER COE <br />DETAIL 413 <br />AN - 3DLIB <br />E-ZADDS (r E) <br />E-2Nm (r MR) <br />E.290m 1 <br />6' E) <br />sCO /z W/ END LocvNG LID <br />ION - 303.94 <br />E-:MILS (r IN)o-2N9 (r E) <br />SlV J= SOLD LOCKING LID <br />AN . <br />E-207m (C W) <br />E-297m (r s) <br />E-297115 (r D <br />sC0 IA. W/ SOLD LOCKING LID <br />TIN ..102.M <br />E-297.75 (r sh <br />[-397.75 (r E) <br />sCD /s. W/ SOLD LOCKING LID <br />bM . 3D125 <br />.=x+a.a (r W) <br />%n (r SE) <br />IOW /L W/ SOLD LDCIOD LID <br />BM - "o"IS <br />E-294M (r 5) <br />E.2M_72 (r E) <br />SOLD LOCKING LID <br />PPE MATER ALB AND COVER- WATER CONJECTM NOTE <br />ALL PVC PPE 94ALL E SDR36, ASIM QXIN WN1 Y FILE HYWANT IUIECTO INSEAWVDN E COE WATER <br />MN cum NEE SUBJECT TO VEHICULAR LMOIG DEPARTMENT CREWS BLYD ON COST ESTIMATE PREPARED <br />THEE AID PAD FOR BY THE <br />a <br />3 <br />sW /7. W/ PROVDE SHORN: DESIGN AND <br />wr - 32 s* ASSOCIATED PERMITTING SEE <br />E.2ELA(r E) UST EXCAVATION NOTE THIS <br />E-2W.A2 (6' M) SHEET. <br />1 <br />0 SEWER STRUCTURE NOTES <br />1 I <br />1. OLDCASILE OL/INATER SEPARATOR MOM MN. ND -SA <br />RAN <br />E LI9 (D" (ar YN $ <br />R) kJ ' <br />E-29149 (E) �( <br />SINE OCTAL I/C6.1 7 <br />2 INSTALL r CATE VALVE PRUDE VALVE 909 WITH TUFTC <br />RATED UD. a p <br />S. CONNECT TO EXISTING SOWER MAN PEL TYPE I CITY DE <br />EVERETT STAMOMID DETAIL 5= SEE DETAL 2/MT. • / <br />E-26346 J <br />L APPWOOATE UWATOY OF CONNECTION TO BUILDING ' <br />CINIRACIOt SHALL VERIFY FNL 9NEQT ELLVATON WON <br />IPU M M PLANS IVAN IO ODNSTWLXTDN <br />S SIDE SEWER CLEADUT TRW CITY E EVERETT STANOAWO DETAL <br />MIX WA. SR DETAL A/CN.I. --� <br />L SOAR CATCH RASN - GOON NSN LODa <br />O0910-31R01-9 (ON AANOVED OAIAQ W/ ME" HEEL POW <br />CRATE FRANE SHALL E SET M S PP01ET KID MFM .6 <br />LOADING HOODm OVILET SHALL E FITTED VM NMLSS <br />CLEANOUT PIE. SEE D[TAL 3/CLt. <br />O MM CROSSM MOTE <br />DONn"'.09 TO MANTAIN MINIMUM IN VERTICALSVAAATON � <br />EIWEEN DINT NUTS AD PROPOSED SAN9ARY SEW <br />IN I-•� <br />L►IE/SIODOM U . AND WATER SOME UES. <br />CDNTNADTOR TO LAITAN 1.5' OF VERTICAL SEPARATION <br />E7WEDN M10 50MM LINES AND SANITARY SEWER LNES. r <br />1110, UTILITY POTHOL NG NOTE: �s <br />CNC1ID LOCATIONS AE AEOUNED ro E <br />ro vEREY VERTICAL AND H1IxAu0NTA f <br />LOCATION OF DU6TNG UTILITY AND/OR P7TIOM& ,!. <br />CONFLICTS WITH EXISTING UTILITIES P>TOLN) SHALL I <br />E PERFORMED PRIOR TO INSTALLING ANY PROPOSED 2 <br />UTILITIES. CONTRACTOR SHALL NOTWN' BARFAWSDN <br />CO SLLT9D ENONEERS, INC. OF ANY CONFLICTS. F <br />UTLTTY PROTECTION NOTE <br />APPROXIMATE LOCATION O DOSING UTLITES ARE SHOWN ON THESE PANS. CONTRACTOR TO <br />COOR09A1[ WITH PURVEYORS AMD USE EXTREME CAUTION WHEN EXCAVATED ON-STE• UNTIL <br />EXISTING GAS AND POWER SERVICE LOCATIONS AE CONFIRIED. CONTRACTOR TO ORDER <br />INDEPENDENT <br />UTILITY LOCATES (NCUIONG AND GAS APOWER) FOR THE FULL SCOPE OF WORK <br />PRIOR TO DR ANY GROUND DISTURBING ACTIVITIES. <br />(i <br />PROPOSED COY O <br />ODETT WATER FA4MENT <br />Ij <br />it <br />II <br />Sec. 31, Twp. 29N, Rge. 5E, W.M. <br />UTILITY PLAN <br />m WATER CONSTRUCTION NOTES <br />� DET� SOMED BE WALLED <br />" <br />PR BAUFFLOIW ASSEMBTO <br />LY B, TO BE <br />METALLED N KIOSK, SEE PLLABNC PLANS <br />' <br />2. WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE PLUMBING PLANS FOR <br />CONTNUATIONL CONTRACTOR TO VERIFY DUCT POINT DP CONNECTION WITH PLUMBIC PLANS <br />UST D(CAVATION NOTE: <br />TAR( EXCAVATIONS SITAR E PER OSHA REDUREM DM TANG <br />3. FEN FIRE HYDRANT VALVE Box AND ExTENSDN PER CITY OF EVERETT STANDARD DETAIL <br />SOS. SEE DUAL 3/CO2. <br />EXCAVATIONS WILL REQUIRE "RING AND SHALL E ENGINEERED <br />AND POUTED SEPARATELY AID SHALL E THE RESPOP6BRJtt OF <br />THE INSTALLING CONTRACTOR. <br />�\� \ <br />\� I <br />N. PROPOSED FIRE HYDRANT ASSEYEY PER MY OF EVERETT STANDARD DETAL 507 <br />SEE DETAIL Z/C S.2. <br />X 6' TEE (MDTL) <br />CATE VALVE (NNW) <br />1 - 6' LEG L 5 <br />32 LF - 6' 0. 52 DUCTILE RON SPOOL p S• Fp• 2D• <br />�xK��l <br />132 LF 114. ATERSUPPLY .0 EP'OLYYETI�MEKFE. BACK. IS: I-itr <br />SUPPLY ODNKVC71DN TO PROPOSED SELF-SERVICE WATER UNIT. <br />7. DOMESTIC WATER SUPPLY LINE TO SELF-SERVICE WATER LIMIT <br />2A0 LF - 3/1' CLASS 2W POLYETHYLENE. BIAGL. <br />UTILITY CONTACT NFORMATION <br />F , ELECTRICAL SNOHDNSH COUNTY PUD NM. I <br />_ \ <br />! 1002 75TH <br />EVERETT. <br />STREET SW <br />NA 982w <br />- - SETTER EASEMENT <br />- --'_' <br />I 1 TD.E H00C' <br />(.n) 7B3-43W <br />NO. SM <br />_ 870077 <br />53 LF I' PVC 35 12.Dox 67W79 <br />B7W79 <br />a <br />SANITARY SEW4R/WATER CITY OF <br />: EVERETT. <br />EVERETT <br />IRA9=1 <br />jj v r -oa <br />ICI <br />oaW� <br />4p C <br />0 <br />a. d� <br />al ` <br />I <br />Qa 4\ g <br />I% � G <br />d 4 <br />/r <br />4 o _ !i4 , <br />,.� v �. G r <br />a <br />( O G <br />-------------- <br />3101 CEDAR STREET <br />TELEPHONE (An) 257-OM <br />FINE DEPARTMENT: CITY Or EVERETT <br />2801 RAKES AVE <br />■ ___ EVEREI. MIA 96201 <br />8BCO06� - TELEPHONE (An) n7a12D <br />` 2 7LF r PVC S I 417.= I _ <br />OUR <br />B N LF I PC s W n.1001L \ /�� <br />T BCOM s j r6 I I9=1. =•�� <br />- _ _ T -- - ---v�--_ -�_- <br />, <br />` ,-----' r L-- <br />Ls S11PK s � cos , - ------------ ------=•-- <br />li r PVC S B-2.DOKI I V p� ■ __ <br />3 LF r PVC s 1240E 1 I `, ■ / _ <br />35 LF r PVC s W 2.oDK Y �/ <br />I I <br />m DRY 1117_TT1eS CONSTRUCTION NOTES <br />...��... I I •. I 1. PROPOSED LOCATION OF UNDERGROUND P7IE7R SERVICE LINE CONTRACTOR <br />I h 6 N SHALL BE RESPONSIBLE MR TRENCHING CONOUT INSTALLATION. AND <br />PPRIOR�TO COONSTR�ICTIOI OO wo6oIATE SCOPE OF PORK WITH <br />N PURVEYOR <br />' o . <br />a I , 2. APPROXIMATE LOCATION FI POWER CONNECTION TO 10051L. REFER To <br />ELECTRICAL PLANS MR FINAL LOCAIMOL <br />O a I I F I I LOCATION DP UNDERGROUND POWER CONNECTION TO PROPOSED <br />0 I 7RANSFMINEII: SEE ELECTRICAL RAMS CONTRACTOR TO COORDINATE <br />I SCOPE OF WON WITH S7NOHDYSH COLAM P1D. <br />G A. APPROXIMATE LOCATION OF PROPOSED POWER CONNECTION TO EXISTING <br />4 1/ !, / POWER SUPPLY. CONTRACTOR TO CDDRDIATE SCOPE WITH FIND. <br />v i <br />S. <br />APPROXIMATE LOCATION OF UNDERGROUND ION NE <br />CONNIDor EAROOM. CONTRACTOR ro CONFIRM YO FNofM <br />APONT CONNECTION. IT MAY BE NECESSARY TO ROUTE <br />E ■ TFLFT3WY9MGTION LINE TO ROOF IF PENETRATING THROUGH ECR WALL 6 <br />NOT POSSIBLE <br />G . (---!- L PROPOSED LOCATIONOF UNDERGROUND TELECOMMUNICATION <br />N LIN <br />7. APPROOAPLANS <br />FOR <br />OF7ELECOMILMIGTKM LINE To KIOSK. KIOSK. RTD <br />ELECTRICAL DAMS ORL FINAL LDDA,10N, <br />V 4 a " $ , ' UTILITY CROSSM TABLE <br />,ti BOTTDA LITILm Top Top UPPITY INVERT ctFAR <br />r sArTAWr sEHrn 329L♦s r smw /RAN imm t0�1• <br />� r( <br />2 r SANII.IRY SEWER 1295.E5 6' SANTARr SEWER 5297.8, t1.7r <br />W \ <br />I <br />THE CONTRACTOR SHALL PROTECT AND PRESERVE FROM DAMAGE. NTEAERENCE AND <br />DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY ON OR IN THE VICINITY O THE WOO. IF <br />ITS INTERFERED Br THE CONTRACTOR <br />UTILITY COMIM NOTE: <br />SIX PROPERTY 6 DAMAGED DR DESTROYED OR USE WITH <br />OR Hns OR HER AGENTS, IT SHALL E RESIDED INIEDATELY TO ITS FORMER CONDITION BY THE <br />CONTRACTOR AT HIS OR HER EXPENSE AND SUCH INTERFERENCE TERMINATED. <br />THE CONTRACTOR SHALL E RESPONSIBLE FOR <br />THE LOCATION, DIMENSION. AND DEPTH <br />NO POTHOLNC THE <br />OF ALL EXISTING UTILITIESWHETHERSOWN ON <br />UILTES AND SURVEYING THE HORIZONTAL AD <br />SHALL INCLUDE CALLING UTLITY LOCATE W BIT <br />RNS OR BY <br />LOCATION PRIOR ro CONTRR ICTIOK THIS <br />TEN PODDUNG ALL OF THE EXISTING <br />NOTE? <br />UTILITIES AT LOCATIONS OF NEV UMTY <br />CO FUM EXIST. LOCATIONS or SAID <br />M PHYSICALLY VERIFY WHETHER OR MDT <br />AS SHORN ON THESE PLANS ARE BASED UPON <br />THE LOCATION a THE FiLSEKNTS SNOW'N ON THIS SHEET SET WERE AGED BASED ON THE <br />NFOMTON INCLUDED N THE TIRE REPORT TINDER FIRST AMERCAN TTILE NSURNNCE <br />THE UNF ERIFED PUBLIC INFORMATION AND <br />OCCUR. THE CONTRACTOR SHALL NOTIFY <br />ALL PROBLEMS PRIOR ro PROCEEDING WITH <br />SUBJECT TO VARIATION. IF CONFLICTS SHOULD <br />CONS CONSULTING 00701U M INC. TO RESOLVE <br />COMPANY NO. MI5-1067979-ORI. DATED MAY 72, 2021. THESE EASEMENTS WERE HOT <br />SURVEYED. THEREFORE BIRCHAUSEN COMSUTNC ENGINEERS DOES MOT GUARANTEE THE <br />ACCURACY O' EASEMENT LOCATIONS WON ON THESE PANS <br />10 <br />�MAMa W& <br />AMT&WINIW wbwth <br />VARLVw� <br />43L2R= <br />am �lOMi <br />Y�g <br />j S. Gyp <br />ff �FAsnSL <br />JDMAL L� <br />3/11/22 <br />D■1u 12-7-ZCQ1 <br />SHSNu <br />OHr, Flu 2NN-lld.y <br />4919 PAEXCRmN MY <br />EVERETT. AN, tam <br />�Nw UTUTY PLAN <br />GIRD <br />8 Know wh6P9 yPJaRO Pwnr <br />p Cell before <br />youou dig. IHo: <br />aEi of f <br />C6-Q of 16 <br />'ala <br />