|
1
<br /> = SW 1/4, SE 1/4, SEC. 34, T.29 N., R.4 E., W.M.
<br /> -- i GB-40 CITY OF EVE Y TT, WASHINGTON
<br /> 5 g'L
<br /> �' Abbe- I R1M=187.66 O /N rn I
<br /> I FND REBAR & CAP 1g FNQ 1" PINCHED
<br /> 4�� 12" PL E IE=185.56 � I
<br /> I LS 12336 NO 11, '\� UTILITY i PIPE S0.66, E0.14 1 2" REBAR
<br /> � ,7 # 12" PL NW IE=185.46 \ii:NDNOTESiig0 E0.23 WOOD REL WALL - - / N$9'41'11"E 141.4gqI POLE I �g6 0.23, E0.22
<br /> ' / 30 EX. R/W / `r I -- ^ ---- A. ROMAC,FORD,OR MUELLER SERVICE SADDLE WITH C.C.THREAD TO BE USED ON ALL MAINS 4"DIA.AND
<br /> �� I /' 41.4' II
<br /> \ / ' LARGER.ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES
<br /> YD _ / /� r g4) FND BARE REBAR DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE
<br /> a RIM: 187.73 - ■ _ -' / S2.25, W0.06
<br /> cLEC. \ 2B. CORPORATION STOP:
<br /> 5/*1 re .\\ .., IE: 186.23 4 PVC OUT, E - - _ - L_
<br /> 5 0 111001
<br /> m BOX (_ - - ) �, - - - - - - - - - - \ \ 3/4"OR 1"-FORD FB600,OR CITY APPROVED EQUAL
<br /> 0 N
<br /> I C. FORD SERIES LAO-2-335 NL FOR 3/4"OR LAO2-44S-NL FOR 1"BEND FITTING(1/8 OR 1/4)FOR FLARE x FLARE
<br /> CB/1 ► ` ,; „,° . ,/-" ---// \ N ' COPPER.PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED.USE APPROPRIATE 1/4 OR 1/8 BENDS PER
<br /> a v4_ -:-. i' N. NOTE B ABOVE.
<br /> RIM:186.38f A � � \ \ �
<br /> IE: 183.6 (12" IN, S) i
<br /> // N D. USE MUELLER H-15073 N INSTA-TITE FITTING OR CITY APPROVED EQUAL FOR IPS-PE PLASTIC PIPE X FEMALE
<br /> (12" O d x / Ii COPPER FLARE THREAD,
<br /> IE: 183.6 IN E) / APPROX. LOCATIOIJ�\IE: 183.6 12" OUR, N ,.• '�� "" I // OF STORM LINE ' 1 . E. RESIDENTIAL SERVICE;
<br /> (GB ITO BE PLACED IN EXISTING g /'�/ 1\ ti ce
<br /> 1. PROVIDE 3/4"OR 1"POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS:
<br /> STORMLINE. CONTRACTOR TO , '. µ - ' // o a. AwwA c9o1.
<br /> t w .r b. ASTM D2239,SIDR 7,FOR ID IRON PIPE SIZE(IPS).
<br /> VERIFY EXISTING STORM PIPE -- ?' --- / 1 r_......___
<br /> "
<br /> DEPTH AND ADJUST CATCH BASIN .w 4 .v '- \ ` 1 0rtillikillik �.
<br /> ,' `T , / O c.ASTM 3350-PE3608 0R PE4710.
<br /> IE'S ACCORDINGLY) - / `�� N 2. PROVIDE A#10 AWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR
<br /> ..T 1` ■ R .. /V
<br /> J I F DIRECT BURY.
<br /> �#� , / m H ( a. WRAP WIRE AROUND TUBING,ONE WRAP PER FT,ITS ENTIRE LENGTH. `
<br /> x
<br /> , ' A I ry ` / �) I co b. SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18"OF THE
<br /> \\\ r y 1D COLLECTION 1" r 2qi?-� r ' _ - _ OTHER END IN THE METER BOX.
<br /> \\ - , // - - - - BOX aol
<br /> Vo SCALE: 1O F. NON-RESIDENTIAL SERVICE:
<br /> :. ` LARGE / 0 ,r•r,,....�.�.■e'nd
<br /> rah;.- �/� �\ \ ��� \� ��7���� ��..n.�/" 1. PROVIDE 3/4"OR 1"TYPE K COPPER TUBING MEETING ASTM B88,ANSI/NSF 61&APPLICABLE IAPMO
<br /> 4.., p , ROCK (� / // \�� \�� I �/ STANDARDS.
<br /> "<C\ 7 G. USE 1/4 OR 1/8 BEND BRASS ST BEND WITH MUELLER H-15426 N INSTA-TITE FITTING OR CITY APPROVED EQUAL
<br /> \ -- v* 4\e)
<br /> li, .•. / ACCESS EASEMENT // I I frir
<br /> ,' ' G G J ¢ FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD.
<br /> FOR SIDEWALK /A
<br /> m >
<br /> \ / I I 0 a a H. 3/4"METER SETTER SHALL BE"A.Y.MCDONALD"62-212WWDD33-15 OR APPROVED EQUAL.
<br /> / 1M 1"METER SETTER SHALL BE"A.Y.MCDONALD"62-415WWDD44-15 OR CITY APPROVED EQUAL.
<br /> p I /
<br /> / o % 0 I. METERS SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR
<br /> OtA..443 1
<br /> C) ` a
<br /> Ul
<br /> / I CONTRACTOR EXPENSE.
<br /> �� I J. PROVIDE METER BOX BODY MANUFACTURED BY"RAVEN PRODUCTS,FOR A 3/4"USE MODEL RMB-11-18-12,
<br /> NI
<br /> h / 6" PVC SS 2% MIN /' ( EX.GARAGE I 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 /> _PI 1 co SSW / / I t BR) I I I LID OR EQUAL.
<br /> L :PPROX. LOCATION / I j I K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING.
<br /> ,` 0- SANITARY SEWER / I
<br /> :rt61
<br /> � z v ST : PER RECORD I I
<br /> '� -INFORMATION `/ - - I
<br /> �g /' / iz_i CITY OF EVERETT
<br /> g , r ASPHALT DRIVE / - a,
<br /> PUBLIC WORKS DEPARTMENT
<br /> [ ym
<br /> ca)
<br /> �' - -,.,• ® mom m�a\ .6 ve A / / S$9'25'S2"E 141.47 I o a n NYAN SASS I R.H• ' I PAULVJIUIELM I-'F",JRB
<br /> -\1 B
<br /> j
<br /> \ FM' ---
<br /> IIIIL
<br /> - / / \ \ / - - - - AI g E METERED WATER SERVICESSS _ ss _ , SS XI \_ _�\�� �\�� �\_\- �1_� 1 - L Z/-11 Z/-! 7/ - I I s I 3/411&1,1 501 -
<br /> \ ,',-,44A ,41) / I / ..A'o ' s 7 / / \ /a CONC. (ro REMAIN) . • I I METERED WATER SERVICES 3/4"& 4"
<br /> ' \ w w w w w ( w s w 1 w / •
<br /> 1i
<br /> ._ a ( -1. a I 1 C3,0
<br /> N.T.S. (CITY OF EVERETT STD. 501)
<br /> \ ri*/ A"ROX.. LOCATION OF ' Ls // // \ d II I
<br /> WM TO B RELOCATED \ / 4 I 3/4" WATERLINE PER \ '` A. a • D \ /
<br /> BEM, SIDEWALK / R C RD INFORMATION -- r :; \ ( , A q : / �� /' CORNER OF EAVE a YD-4�5 11
<br /> �: . ;: A / / ' . •IM=194,86 II
<br /> \ 7: / t \ \ LONG. a / / REXd41N) =194. o
<br /> I at,Wia, c ;£: \\ \\ (TO REMAIN) �s //// O�6- // d 4 PV N E=194.�� n' NOTES
<br /> - \ / / 1 STOANDARD SPENNECTION CIFICATIONS AND SPECIAL
<br /> SEWER MAIN PER SEC.7 OF
<br /> --
<br /> --- 4 \ \\ \4 /6. / / ` �I ' PROVISIONS AND STANDARD DRAWING 602.
<br /> / ' I :''''"Mottir.W-- k
<br /> \\\ \ 4• � / / // I / 2. INSTALL 6"MINIMUM PIPE SIZE IN RIGHT OF
<br /> \ !� • �O \ \ / / 5'MAXIMU I WAY.
<br /> / / .. ?z . 2� D� \ \ \�\�/ / / d / �7 GREATER THAN 5'
<br /> / A ��� • /7� \ \ / EX. HOUSE / I 3. INSTALL 6"CLEAN OUT PER STANDARD.
<br /> I \\ / 4 .� `, / "'' n \N .
<br /> / LOT
<br /> �O REAINN) // 4 1 ' CLEAN OUT REQUIRED CLEAN OUT A INSTALL T DRAWING
<br /> \/ 7I rlp �' CLEAN OUT (TYP.) r / / �J 1 I ry OVER45° PRIVATE
<br /> EG 6p4.
<br /> Vr AT ALL ANGLE POINTS BUILDING CONNECTION.
<br /> - yh / / / I 4. P�IVMINIMUM FOR SINGLE DFAMILYR
<br /> \ • _ \ / 4 / I 6"MINIMUM FOR ALL OTHER USES.
<br /> ..,,,..,,, „,
<br /> ,,.... , a v REROUTE DRAINAGE Ll d, cnc I7 -;
<br /> _• A54-41.1 4..,,,,Attf* , (� / GENERAL NOTES
<br /> #; ASP„roHALT DRIVE / • r AROUND NEW GARAGE / v '
<br /> / n �� / CONC.
<br /> REAWN) • l I SEE SECTION 7 OF STANDARD
<br /> / 1. SPECIFICATIONS FOR ROADS;BRIDGE AND
<br /> Vt E \ 1p1FQ // d 4 , / L.LI� 1 / MUNICIPAL CONSTRUCTION WSDOT/APWA
<br /> • by
<br /> . !OF BRAIN • R- 17///
<br /> , AND CITY SPECIAL PROVISIONS SECTION
<br /> \ / d / I 7-18 FOR DETAILS AND REQUIREMENTS ON
<br /> PERFORATED / / 1 a / N / LATERALS.
<br /> \ STUB-RUT / \\ / /' © Q g
<br /> CONNECTION (rm.
<br /> 7 \/ / . d j
<br /> I O o 2. ALL CLEAN OUT'S ON PRIVATE PROPERTY
<br /> 1
<br /> R . ,,,,z., L
<br /> t - / ARE TO BE ADJUSTED TO GRADE IF IN PAVED
<br /> / L
<br /> / d / / •
<br /> / / AREAS PER STANDARD DRAWING 604.
<br /> Pitpi
<br /> 4• 1 •
<br /> A N // d d d / /• N /// 3. CLEAN OUT'S ARE TO BE CONSTRUCTED
<br /> ` 4 / WITH WVES OR SANITARY"T"S(SWEEPS).
<br /> C3'� \ / / / TYPICAL INSTALL 1 e - I
<br /> / CLEAN OUT STRAIGHT"T"S ARE NOT PERMITTED.
<br /> G O / ;itLatkv- \ / Q 4 Q // CB-421' I / AT BLDG.
<br /> \ L^ 11
<br /> / \ / d d RIM=194.35 I q� ALTERNATES CONNECTION 4. MINIMUM
<br /> ALLOWABLE GRADES% ARE 2%(1XIMU
<br /> `r1MINIMUM TO 100%(FT/FT)MAXIMUM.
<br /> \ • \� \ / LONG. 4" PVC'W�1E�193.73SEWER NO
<br /> 6" ROOF DRAIN \ / / 5 ANGLE POINTS,CHANGES IN LINE OR
<br /> ( RE1W41°N) 4" PVC,E IE=193,68
<br /> � / GRADE SHALL BE MADE WITH APPROVED
<br /> � FOR NEW GARAGE :,y // _ -..., / / o © PROPERTY FITTINGS.
<br /> \\ // `` I' wAlipl I�© d •d RAN) /// / // 5 // 2 LINE 6. NORMALLY ONLY ONE(1)CONNECTION TO
<br /> Pt: 20+19.04 / N I --19 4 Bl0 ALL � ' YD-430 // BS�t
<br /> THE SEWER MAIN PER BLDG.IS ALLOWED,
<br /> O '3 TWO(2)DIFFERENT LAYOUTS ARE SHOWN
<br /> A / 6 \lr W RIM=197.42 © FOR ILLUSTRATIVE PURPOSES ONLY!
<br /> // WAN // `'- 4" PVC N IE=196.82 /' ! f �. �'' SEWER MAIN
<br /> 91 (/ h // 4" PVC S IE=196.82 / / / 's
<br /> • . �_STREET TREE ✓' /
<br /> \ ---'/ / /� �!� o� "'' CITY OF EVERETT
<br /> 4 I MAGNOLIA, MAPLE
<br /> OR WEEPING \\ - / 'y0 i" PUBLIC WORKS DEPARTMENT
<br /> - ! -- SASS_ .- - - - - - - - - - - ''- - - J / $m '23012016
<br /> F � L -PLANT 4 TOTAL - - - - - -� ,---.---- ---'��� -"' /
<br /> p _- -- �_ / TYPICAL SIDE SEWER LAYOUTS 601
<br /> o Rr - 145' _ - �-
<br /> C L OF R o - "1P89'4O'14"E 14T� - -- -- ' I
<br /> -_ SET REBAR & CAP JI-
<br /> /i SET REBAR & CAP
<br /> LS 14490
<br /> 1 ' ' ,n I LS#14490 _- - _---fr _ - mm--- ------- -_ _------ - -_ _ I,_208 4 TYPICAL SIDE SEWER LAYOUTS
<br /> P.e ,. I - '�� "- _ - �� C3 0 N.T.S. (CITY OF EVERETT STD. 601)
<br /> C/L OF RD r` / r r r'- --.-...--- 1210
<br /> a Irif At... .. -. .. �/ / I I / I
<br /> SMH-327
<br /> &S IE=187.13 w : .• o. ' . o . .. , .. DRAINAGE NOTES:
<br /> v 196 •
<br /> tr , .. .. .• .: . . .Yyd i 1. ROOF WILL BE CONNECTED TO PERFORATED STUB-OUT CONNECTION. PLAN APPROVED
<br /> EX. FN ,
<br /> I 2. THE SITE IS EXEMPT FOR WATER QUALITY AND DETENTION.
<br /> COMPACTED BACKFILL I
<br /> litilit5
<br /> BP: 19+75.00 - I I TT
<br /> // - I wm 6"� FILTER FABRIC \i/ &
<br /> PUBLIC SERVICES DATE
<br /> / > > ` PUBLIC WORKS
<br /> ► ' , °° 4" PERF PIPE UTILITIES DRAINAGE DEPARTMENT
<br /> 24" 4 <12‘)
<br /> A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> DI
<br /> MIN o., ' •• 4 TO STARTING ANY CONSTRUCTION ON THIS INSIGHT ENGINEERING CO.
<br /> a i 1/2" - 3/4" CITY ENGINEER PROJECT APPROVAL FOR THIS PROJECT IS
<br /> �\ CB-325 2 WASHED ROCK / 401) CONDITIONAL PER CURRENT STANDARDS AND P.O. BOX - 478
<br /> 3� RtM=196.13 ° d 4
<br /> EXPIRES UNLESS EVERETT WA 98206
<br /> 12" CONC N IE=194.18 PERMIT FOR CON 'TRUCTION HAS BEEN ISSUED.
<br /> (425)
<br /> PP 24" MIN INF @INS GHTENGINEERING.NET FAX
<br /> ■.
<br /> BM
<br /> 1/4 CORNER, SECTION 34-29-4, TRENCH X-SECTION SITE ADDRESS: 5001 SOUND AVE.
<br /> , FOUND CONCRETE' MON IN CASE , 18" EVERETT, WA 98203
<br /> WITH BRASS NAIL AND PUNCH ■ SLOPE---•►- PAVEMENT WIDTH i
<br /> Know what's below. LOCATED IN SOUND AVE. 1 RECORD ,! '. TAX ACCOUNT NO.'S: 00571700401200
<br /> W i REV NO. DESCRIPTION INITIALS DATE
<br /> ELEV. = 242,70 TO ROAD r ;
<br /> Call before you dig. z This Record Drawing i, f , t= prepared, in part, based 9;
<br /> DRAINAGE SYSTEM . •
<br /> UTILITY CONFLICT NOTE.• �,an provided by others.Though
<br /> "� °ua thf, Is b I, It and this drawing are based or, R
<br /> 2' x 10' • •• til� I) „•-. ,�, r:>>atisn, no presumption shoal 1 �, V was • �9 SW 1/4, SE 1/4, SEC. 34, T.29N.,R.4E., W.M.
<br /> CAUTION.• be au reg< II1 sir I" gs accuracy. I 41 k rtr
<br /> LEVEL TRENCH ! // l.l�til V SP
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, W/ PERF PIPE t , �! / I' I E` ;� 1° I : '
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE Ih ///9' I =; z iI - ' .
<br /> PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL Signe By V Date ?, ( ,a , ill,_=1 I11 .a�:s DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE AAiT�° /4z11 Permit Inspector G'IS T E� � 201091-FINAL.DWG DNK 01-11-2021 1"=10' 20-1091
<br /> EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY PLAN VIEW OF ROOF 2 ASPHALT THICKENED EDGE Print Name/&Title ,,, 01s L SHEET
<br /> VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
<br /> SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC 0.0 NOT TO SCALE
<br /> INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, 1 PERFORATED TIGHTLINE CONNECTION C3.D
<br /> THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO 07/08/2021 ROAD AND UTILITY PLAN
<br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C3.0 NOT TO SCALE
<br />
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