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CB#1 <br />RIM:186.38f \ <br />IE: 183.6 (12" IN, S) <br />IE: 183.6 (12" IN, E) <br />IE: 183.6 (12" OUR, N) <br />(CB PTO BE PLACED IN EXISTING <br />STORMLINE. CONTRACTOR TO \ <br />VERIFY EXISTING STORM PIPE <br />DEPTH AND ADJUST CATCH BASIN \ <br />IE'S ACCORDINGLY) <br />3: 1 <br />BM <br />114 CORNER, SECTION 34-29-4 <br />FOUND CONCRETE MON IN CASE <br />WITH BRASS NAIL AND PUNCH <br />Know what's below. LOCATED IN SOUND AVE. <br />Call before you dig. ELEV. = 242.70 <br />UTILITYCONFLICTNOTE.- <br />CAUTION.• <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL <br />INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE <br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY <br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS <br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC <br />INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, <br />THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO <br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />SW 114, SE 114, SEC. 34, T.29 My R.4 E., W.M. <br />CITY OF EVERETT, WASHINGTON <br />.� FND 1 " PINCHED <br />UTILITY I PIPE SO.66, E0.14 FND 1/2" REBAR <br />POLE I �g6 N0.23, E0.22_ <br />FND BARE REBAR <br />S2.25, W0.06 <br />SCALE: 1" = 10' <br />10 5 0 10 20 <br />' N89'40' 14 "E 141.4$ _ _ _ SET REBAR &CAP " J <br />I/ fi _ <br />SET REBAR & CAP / ' - _ _ LSJ 14490 :208 <br />LS# 14490 <br />/// _ _ I <br />10 <br />I I / <br />GRAVEL DRIVE.. <br />:9 1 . <br />I. <br />I I <br />COMPACTED BACKFILL <br />1 <br />IwM 6„ <br />FILTER FABRIC <br />® e e <br />1 24" a ° <br />4 " PERF PIPE <br />MIN a .' <br />e ° e 1 112 - 314 <br />CB-325 l 127WASHED ROCK <br />RIM=196.13 1 aae a <br />12" CONC N IE=194.18 ° <br />pp 24" MIN <br />TRENCH X-SECTION <br />SLOPE -► PAVEMENT WIDTH 1 B" <br />TO ROAD <br />DRAINAGE SYSTEM <br />M <br />2' x 10' <br />LEVEL TRENCH <br />W% PERF PIPE <br />PLAN VIEW OF ROOF 2 ASPHALT THICKENED EDGE <br />C3 o NOT TO SCALE <br />1 PERFORATED TIGHTLINE CONNECTION <br />10 NOT TO SCALE <br />NOTES <br />A. ROMAC, FORD, OR MUELLER SERVICE SADDLE WITH C.C. THREAD TO BE USED ON ALL MAINS 4" DIA. AND <br />LARGER. ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES <br />DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE <br />B. CORPORATION STOP: <br />3/4" OR 1" - FORD FB600, OR CITY APPROVED EQUAL <br />J K C. FORD SERIES LAO-2-335 NL FOR 3/4" OR LA02-44S-NL FOR 1" BEND FITTING (1/8 OR 1/4) FOR FLARE z FLARE <br />COPPER. PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED. USE APPROPRIATE 1/4 OR 1/8 BENDS PER <br />4 NOTE B ABOVE. <br />r <br />D. USE MUELLER H-15073 N INSTA-TITE FITTING OR CITY APPROVED EQUAL FOR IPS-PE PLASTIC PIPE X FEMALE <br />COPPER FLARE THREAD. <br />z E. RESIDENTIAL SERVICE: <br />22 <br />V K <br />> 1. PROVIDE 3j4" OR 1" POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS: <br />o a. AWWAC901. <br />w z b. ASTM D2239, SIDR 7, FOR ID IRON PIPE SIZE (IPS). <br />O c. ASTM 3350 - PE3608 OR PE4710. <br />N 2. PROVIDE A #10 AWG, SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR <br />DIRECT BURY. <br />I <br />C m H a. WRAP WIRE AROUND TUBING, ONE WRAP PER FT, ITS ENTIRE LENGTH. <br />b. SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" OF THE <br />- = a OTHER END IN THE METER BOX. <br />F. NON-RESIDENTIAL SERVICE: <br />A <br />1. PROVIDE 3/4" OR 1" TYPE K COPPER TUBING MEETING ASTM B88, ANSI/NSF 61 & APPLICABLE IAPMO <br />STANDARDS. <br />G. USE 1/4 OR 1/8 BEND BRASS ST BEND WITH MUELLER H-15426 N INSTA-TITE FITTING OR CITY APPROVED EQUAL <br />E G J I FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD. <br />m >_ <br />D n a H. 3/4" METER SETTER SHALL BE "A.Y. MCDONALD" 62-212WWDD33-15 OR APPROVED EQUAL. <br />1" METER SETTER SHALL BE "A.Y. MCDONALD" 62-415WWDD44-15 OR CITY APPROVED EQUAL <br />B <br />o <br />I. METERS SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR <br />CONTRACTOR EXPENSE. <br />o <br />J. PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, FOR A 3/4" USE MODEL RMB-11-18-12, <br />3/4" OR 1" METERED WATER SERVICE FOR A 1" USE MODEL RMB-15.27-12", MOUSEHOLES CUT, WITH AASTHO H-20 RATED DI FLUSH SOLID COVER <br />LID OR EQUAL. <br />2 <br />4 <br />K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING. <br />a <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />$� <br />RENYpN SASS SR. HEETie �PAUL WILHELM NLRB <br />METERED WATER SERVIC3/4" <br />T <br />& 1" <br />3 METERED WATER SERVICES 314" & 4" <br />C3.O N.T.S. (CITY OF EVERETT STD. 501) <br />NOTES <br />1. CONNECTION TO SEWER MAIN PER SEC. 7 OF <br />STANDARD SPECIFICATIONS AND SPECIAL <br />PROVISIONS AND STANDARD DRAWING 602. <br />2. INSTALL 6" MINIMUM PIPE SIZE IN RIGHT OF <br />5' MAXIMUM IF <br />WAY. <br />GREATER THAN 5' <br />3. INSTALL 6" CLEAN OUT PER STANDARD. <br />INSTALL ADDITIONAL <br />DRAWING 604, <br />CLEAN OUT REQUIRED <br />CLEAN OUT AT <br />AT ALL ANGLE POINTS <br />BUILDING CONNECTION, <br />4. PRIVATE SIDE SEWER PIPE DIAMETER: <br />OVER 45° <br />4" MINIMUM FOR SINGLE FAMILY <br />6" MINIMUM FOR ALL OTHER USES. <br />GENERAL NOTES <br />L SEE SECTION 7 OF STANDARD <br />SPECIFICATIONS FOR ROADS; BRIDGE AND <br />MUNICIPAL CONSTRUCTION WSDOT/APWA <br />AND CITY SPECIAL PROVISIONS SECTION <br />BUILDING <br />7-18 FOR DETAILS AND REQUIREMENTS ON <br />a <br />LATERALS. <br />0 <br />2. ALL CLEAN OUT'S ON PRIVATE PROPERTY <br />ARE TO BE ADJUSTED TO GRADE IF IN PAVED <br />AREAS PER STANDARD DRAWING 604. <br />3. CLEAN OUT'S ARE TO BE CONSTRUCTED <br />WITH WYES OR SANITARY "T"S (SWEEPS). <br />TYPICAL <br />INSTALL <br />STRAIGHT "T"5 ARE NOT PERMITTED. <br />CLEAN OUT <br />AT BLDG. <br />4. ALLOWABLE GRADES ARE 2% (1/4"/FT) <br />ALTERNATES <br />CONNECTION <br />MINIMUM TO 100% (FT/FT) MAXIMUM. <br />4 <br />5. SEWER MUST BE STRAIGHT BETWEEN <br />ANGLE POINTS, CHANGES IN LINE OR <br />3 <br />GRADE SHALL BE MADE WITH APPROVED <br />FITTINGS. <br />o <br />PROPERTY <br />o <br />LINE <br />6. NORMALLY ONLY ONE(1) CONNECTION TO <br />2 <br />THE SEWER MAIN PER BLDG. IS ALLOWED. <br />TWO (2) DIFFERENT LAYOUTS ARE SHOWN <br />1 <br />FOR ILLUSTRATIVE PURPOSES ONLY! <br />SEWER MAIN <br />0 <br />0 <br />k2 <br />o <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />o <br />'RVANSASi DAVIDVOIGT_xxPAULWiLHELM WxWRB 12/30/2016 <br />s <br />TYPICAL SIDE SEWER LAYOUTS 601 <br />Iso <br />DRAINAGE NOTES: <br />1. ROOF WILL BE CONNECTED TO PERFORATED STUB -OUT CONNECTION. <br />2. THE SITE IS EXEMPT FOR WATER QUALITY AND DETENTION. <br />4 TYPICAL SIDE SEWERLAYOUTS <br />0.0 N.T.S. (CITY OF EVERETT STD. 601) <br />