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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. CONSTRUCTION NOTES Y ; ; ; ; ; ; ;
<br />U i i f f f f f f
<br />79THPLACESE -vvvv vvvvvvvv
<br />PROJECT BOUNDARY (TYP.) �,., zarors�-zr rr t � o x x x x x
<br />O 4 DI WATER SERVICE AND METER PER COE STD. DWG. 504 > x
<br />190 09 191+00 192+Do (COLLECTOR 93+0o IAL) (1) 6 x45' DI BEND, MJ 1 m U
<br />}d + ❑- 1g (1) THRUST B 3+82.72 w/ 4" BACKFLOW ASSEMBLY (DCVA) PER COE STD. DWG.
<br />o - 9 3 16.59 +� 516; DCVA LOCATED WITHIN BLDG. MECH. ROOM, APPROX.
<br />6 STA i A =RT a PIPE LENGTH PER PLAN >
<br />(1) 6ar45' DI BEND, J ry to a
<br />o SD 41) -THRUST BL i 2O SAWCUT REMOVE AND REPLACE EXIST. PVMT. o Of
<br />I D EXIS . 8 GV l 23#79.90 6, i i W Y
<br />E. a i (TO EMAIN) STA RT car o
<br />- i / O3 PUBLIC WATER SYSTEMS, SEE C5.01 AND C5.02 o z
<br />BUILDING TIP
<br />1 \ l -a -SD _ __--SD��- D S-°❑ - ` ' --- �� - D BEND, - --- - - w- w w W w FIRE HYDRANT ASSEMBLY PER COE S1D. DWG. 507, APPROX. z g o >- z
<br />1 x 5' DI MJ e.9 A A ENT B DING i
<br />Lu
<br />w O 6 DI LENGTH PER PLAN o � z o
<br />;��` W _ - W _ - 4 z a F
<br />LU ` SD s . ®RD RD a " Rgf --Rp ®RD -RD RD �a �RD a-� RD RD R o _ cas cas D s --tee- ------- �i z$ W a o car
<br />E.1 - - " - - - E. t - L ALL MOUNTED WHERE z g r O POST INDICATOR VALVE (PTV), W � N o
<br />FE j ----
<br />SHOWN ON PLANS IL Z 9 if
<br />v z z U z
<br />-QTT 1q ... I .. .... 114+00 ?f 50 �. p p -p B.
<br />i 4 F F 8" \ \ i " N Q y i� W ¢
<br />Q 4 24 o i 6 FIRE DEPARTMENT CONN. FDC AND DI FIRE SPRINKLER o 3 0 ' 0 0
<br />` 4 \ F Fa A V ( ) o w
<br />- a TIP. 3 4 0 \ / SERVICE, LENGTH PER PLAN; SEE FIRE SYSTEM NOTES LL_ 9 o a 9 0
<br />c� a 4 / °� v W m W w m o
<br />L - T �S T �' 1" IRRIGATION WATER SERVICE PER COE STD. DET. 501 w/ of
<br />--- ---- ---- ---- ---- ---- ---- ------
<br />- \ O 1" BACKFLOW ASSEMBLY (DCVA) PER COE STD. DET. 5201,
<br />T /
<br />v TA \23+72.04, 17.74' RT
<br />CONTRACTOR TO INSTALL
<br />DI BEND,
<br />/ ® ® 12 ° ' pl \ APPROXIMATE LOCATION p N
<br />o o n 5 I o� ° 1 THf�I�ST BLOCK O8 PUBLIC UTILITY EASEMENT ao m y
<br />No
<br />P oQ �L�0, A �1 �/ / REc W 20010os �9s , o
<br />o a . --- + �9 POTHOLE TO FIELD VERIFY LOCATION OF EXIST. WATER MAIN
<br />00 I E. --Z--- --�� ---- 6 IIIIIII +5�.85 8.
<br />as as as as as as as d
<br />�e Q ° / ® a a E � ° .,, ° C.1 \ 1 6 5' DI BEN
<br />' , A ` e e " - \ I Oo ° ° 10 BLOW OFF ASSEMBLY PER COE STD. DET. 511
<br />o T BLOC �EW T
<br />o m \ o I° I 11 1" AIR VAC VALVE ASSEMBLY PER COE STD. DET. 512 �� A
<br />ILL �I 28050700306 00
<br />CS SD SD eP 12 DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) IN VAULT PER
<br />CN COE STD. DWG. 515; DCDA SIZE TO MATCH SERVICE, SEE
<br />%o � L` FIRE SYSTEM NOTE 3 a
<br />o I/112
<br />+oo DRIVELZilill
<br />ft
<br />/ / ; 13 PRIVATE FIRE SERVICE SUPPLY MAIN, SEE C5.03 �s OfYAL Q
<br />s \
<br />�Qo o ® A" 1 ❑ ( / REUSE EXIST. DOMESTIC OR IRRIGATION WATER SERVICE AND ^^''���
<br />wI 14 Y
<br />" ° ? a, O METER FOR NEW IRRIGATION SERVICE PER COE STD. DET. ti
<br />°� / --- -------- -- -- -- -- -- - -- -- -- -- J yl I> I 7zr'-' i 13 501; INSTALL BACKFLOW DCVA PER COE STD. DET. 520;
<br />® THE AS -BUILT INFORMATION
<br />e ° _ _ _ •- o + EXIST. SERVICE SIZE AND PIPE MATERIAL PER PLAN
<br />,° � a . , a ; ° a a ° • - � ILL � I I � I �� ❑ � ❑� U'� SHOWN ON THIS PLAN IS PER
<br />A E RDm ",D -°_RD "rRo--E Ro -- m CO --tea Taa r s C.5 a I -I ++ i LEGEND AFIELD SURVEY PERFORMED
<br />BY MEAD GILMAN ASSOCIATES
<br />/ o C 0 5 LL i V AND/OR RECORD DATA
<br />e -m WATER METER AND SERVICE LINE
<br />Qw �I \
<br />I II 6 `� I s pl � � I 1 P \ � PROVIDED BY THE
<br />a CONTRACTOR.
<br />w �I / o II, L� A FIRE DEPT. CONN. (FDC)
<br />TT al
<br />o iO
<br />z
<br />o s �/ _F FIRE SERVICE
<br />--- ---- ---------------------------
<br />-- - ---- -----
<br />1i0+34.00. 13.00 LT �I o ---- - ---- --- - / /� I o ❑\\ 23+00 STORM DRAIN
<br />I 1 1 BEND, MJ + s
<br />�t THRUST BLOCKIE
<br />o
<br />o 0<IA -� ------ -- e.n� SD CATCH BASIN
<br />LLOUNTE ° I� ----
<br />o o I 6 3 LF \ c i L`Op N$8 4129 182. 6 • SANITARY ZD
<br />SEWER MAIN 0
<br />ON a --Las L a L as datt� as L as L a L- m , I W STD. PRECAST MANHOLE x
<br />o 0 ^ - ---- --------------- -- v>
<br />00 ( m ° 0 e - s , s e.. e. / J L� a �_ _ =n o-al as as as - ---
<br />E13 -- I G R / SIDE SEWER SERVICE o
<br />Jm C E 59 F \ u ® T-_T 1 --- __ o
<br />3 0 $ e.4 SIDE SEWER CLEANOUT z
<br />o p E.a W EMT. ru rw saaru+caN saNru+-Nw/LT
<br />o I " N ra r,�r� � � I ( I I I • : I . •IL
<br />W WATER MAIN
<br />JALW V� W W W I A LL
<br />A ° a
<br />�P 0 98+ Cry 1 OO 4 s ar ° °° s
<br />]I TRASH a , -�CIS 5 WALL s I - - WATER SERVICE
<br />D 6LF DI L_ C9 �q - - - - PUBLIC UTILITY ESMT.
<br />I TRASH 5 A o°
<br />- F -F� -F -F -F -F F F -F F F I / O C
<br />I /
<br />o 15 CO S E T. O O "9+,4. 3, a / / � / FIRE HYDRANT (FH)
<br />1 6 x90 DI BEN , MJ 5
<br />° f �] 1 RUST BLOC O
<br />to
<br />o I I 1 I 994, r 5, 1 .80, +I /� BACKFLOW ASSEMBLY (DCVA)
<br />o LL _
<br />- RD RD- RD_ RD °�D_ _z. RD °�2D RD ___$D RD °LIZ -if1z R--°tea RD- 1 �� U7 (1) 6" DI TEEIFL N 4, F�Vm)/,,�
<br />� I
<br />(2) 6" DIG FLxA�I �' �� (B. as as e.a
<br />o l D TA 97 15. 6, 1.5 R s T » ADAIPPR, - ' / I rA
<br />o 1� z4 ' D B D, MJ ST 0 6, 6.0 1 THRUST I e a
<br />1 R ST L K " r sy a-- a1a L� e.g
<br />97+03.37 0.29' LT (1) 6 x 1 BEN MJ \ -
<br />I
<br />5
<br />,E
<br />aI °
<br />1 THRUST BLOCK \
<br />c
<br />Z Q 1 6 x45' C�I�END aNd----41464..48, �4�0`iT--------------------------�)-t00 3�4� 4�04',---- -- § I I as as `. a \
<br />vi
<br />USTIBLOCK ------- -------------------STA- 40 ITT--- � S - - - Ca
<br />_ �8 z45rDFBEN6 FL -- II ------ " o
<br />w eSTA 42+55.30, 26.07' LT (1) 6 x22.5' DI BEND, MJ I a0 DD S - IVE/C g -
<br />x THRUST BLOCK + I ❑ a ❑(1) 6" I E, O RUT LOC o ae nM'I)
<br />(2) 1 1 V, xM °
<br />DA TE , F xMJ 1 LF 6 1 I °W
<br />14
<br />ce o dN ilLil19'dN O
<br />o a.6 ' r,-L RD 1RD---- D -- R---J�Ro L---L M.
<br />--- I
<br />g �ry WALL MQUIN 5
<br />N- -- -- - - --- --- - -- --- -- -- -
<br />b o o E 5' COE ------ 46+00 O �°
<br />~ 7 F F F F rF F F F F F 2 F 6" DI 13 TYP.TYP4 8 0 45+00
<br />\ ®TYP I I 43+29.3.4 5=: --- ---- - _ -564
<br />STA=LT�% 71
<br />P I ® s 42+ooDRIVE � so (i) 6111 us EL cK `�
<br />oP n a---
<br />oas -- - - -- - - - -- - IL- -- <- ,' --- - --
<br />LL--I- ----- ---- - - -- -- - -- -N - - - - - -- r C�
<br />„ a
<br />W W o e 2/
<br />a STA 41+84.40
<br />1 14' MPE T 4. T% a L e
<br />o
<br />fa (1 6" 45' DI EN , M i a ° --s--
<br />N
<br />1 US BOC - m v
<br />� a a1 ,
<br />o 7 o D.7 F - F F j ST 10 +2 156 11 .00 LT A I °t
<br />TA 00 19.0 20. 0 LT
<br />o a 0 1 LL (1) 6"x 5' I BND, MJ O 6z4 'DI D. J
<br />(1) TH US L4L CK IO RU 1�9
<br />«.
<br />S A 1+ 7 7 2 .24 LT 615LF 6 DI /
<br />° I
<br />El
<br />o DRIVEM� ---- -s ---- -- -- �1--- ---- ----11 ---- ---- ---- -,A
<br />---- -- - - ---- -- -- --- ---- ----- - - - - - ----- ----- - - - - - ---
<br />DRIVE F 51
<br />+
<br />j TRASH I_ 6 STA 91+71.3 , 1755' LT
<br />GAS c Asl
<br />LLL°` A.6 1 ,°
<br />I, o s ,a rn „° °� A e ,;°
<br />N
<br />0 30 60
<br />a
<br />NOTES:
<br />1. ALL WATER VALVES SHALL BE PROVIDED WITH VALVE BOX AND
<br />OPERATING NUT EXTENDED PER COE STD. DWG. 505.
<br />2. MEGA LUGS SHALL BE INSTALLED AT ALL BENDS AND FITTINGS
<br />IN ACCORDANCE WITH COE STANDARDS. ALL PIPES AND
<br />FITTINGS SHOWN AS RESTRAINED JOINTS (Rd) SHALL BE
<br />MEGALUG GASKET OR APPROVED EQUAL.
<br />3. DOMESTIC WATER SERVICE SUPPLY SHALL INCLUDE A DOUBLE
<br />CHECK VALVE ASSEMBLY (DCVA) INSIDE BUILDING MECHANICAL
<br />ROOM W/MATERIALS AND CLEARANCES PER COE STD. DWG.
<br />520, REF. PROJECT PLUMBING PLANS/DETAILS.
<br />4. THE CONTRACTOR SHALL VERIFY ALL SANITARY SEWER,
<br />DOMESTIC WATER, AND FIRE SERVICE CONNECTIONS SHOWN ON
<br />THIS PLAN WITH THE INFORMATION PROVIDED IN THE PROJECT
<br />PLUMBING AND FIRE SPRINKLER PLANS/DETAILS AND NOTIFY
<br />ENGINEER OF ANY VARIANCES PRIOR TO CONSTRUCTION.
<br />5. ALL WATER MAIN PIPES SHALL BE DUCTILE IRON, CLASS 52
<br />WITH A MINIMUM COVER OF 36" UNLESS OTHERWISE NOTED
<br />AND APPROVED BY THE CITY.
<br />6. COE WATER DEPT. CREWS SHALL MAKE ALL CONNECTIONS TO
<br />ACTIVE PUBLIC WATER MAINS UNDER SEPARATE UTILITY PERMIT.
<br />CONNECTION FEE SHALL BE BASED ON A COST ESTIMATE BY
<br />THE WATER DEPT. AND WORK SHALL BE AT OWNERS EXPENSE.
<br />WATER PURIFICATION TESTING SHALL BE COMPLETED PRIOR TO
<br />CONNECTION.
<br />Z EXIST. WATER METERS AND SERVICES NOT IN USE SHALL BE
<br />REMOVED BY COE WATER DEPT. CREWS UNDER SEPARATE
<br />UTILITY PERMIT. REMOVAL FEE SHALL BE BASED ON A COST
<br />ESTIMATE BY THE WATER DEPT. AND WORK SHALL BE AT
<br />OWNERS EXPENSE.
<br />8. THE LOCATION OF THE YARD HYDRANT SHOWN IS
<br />APPROXIMATE. CONTRACTOR/OWNER SHALL DETERMINE FINAL
<br />LOCATION AND SOURCE CONNECTION. YARD HYDRANT SOURCE
<br />LINE MAY NOT CONNECT DIRECTLY TO PUBLIC WATER MAIN
<br />AND SHALL BE INSTALLED AFTER PREMISE ISOLATION.
<br />FIRE SYSTEM NOTES
<br />1. FIRE SERVICE SUPPLY LINE SIZES SHOWN ARE APPROXIMATE
<br />ACTUAL LINE SIZES SHALL BE PER FIRE PROTECTION ENGINEER.
<br />2. COE UTILITY SERVICES DEPARTMENT SHALL HAVE ACCESS TO
<br />MECHANICAL ROOMS DURING THE HOURS OF 7:30AM TO
<br />4:OOPM, MONDAY THROUGH FRIDAY.
<br />3. FIRE SERVICE SUPPLY SHALL INCLUDE A DCDA IN AN EXTERIOR
<br />VAULT W/ A CITY APPROVED TRAFFIC RATED LID PER COE
<br />STD. DWG. 515 AS SHOWN. ALL FIRE SPRINKLER SUPPLY LINES
<br />AND APPURTENANCES SHALL BE INSTALLED PER COE DESIGN
<br />AND CONSTRUCTION STANDARDS AND SPECIFICATIONS. FIRE
<br />SPRINKLER SYSTEM DESIGN AND CONNECTION DETAILS SHALL
<br />BE PROVIDED AND APPROVED UNDER SEPARATE PERMIT.
<br />4. ALL PRIVATE FIRE SERVICE SUPPLY LINES SHALL MAINTAIN A
<br />HORIZONTAL SEPARATION OF NOT LESS THAN 10 FEET AND
<br />VERTICAL SEPARATION OF AT LEAST 18 INCHES FROM POTABLE
<br />WATER MAINS. PRIVATE FIRE SERVICE SUPPLY LINES SHALL
<br />CROSS UNDER POTABLE WATER MAINS UNLESS OTHERWISE
<br />APPROVED BY THE CITY WITH ALTERNATE PROTECTIONS.
<br />Know wharsbelow. PLAN IN FEET
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<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning - CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • )425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www. c p h c o in s u l t a in ts. c a
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C5.03
<br />SHEET 38 OF 62
<br />
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