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SW 1/4, SEC. 07, TI 28N., R05E, W.M. CONSTRUCTION NOTES i
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<br />PROJECT BOUNDARY (TYP.) EXI o" ov x x x x x x x
<br />9009 22.81 LT STA 24+20 26, 17 64 LT a 4" DI WATER SERVICE AND METER PER COE STD. DWG. 504 >
<br />9r+°0 (COLLECTOR ARTERIAL STA 24+20.29, (TO REMAIN 4 O " m
<br />®- - 9200 193+00 ( 3 (1) 8"x6 DI TEE, FLxMJ CUT AND CDNN. EXIST. 8 DI w/ 4 BACKFLOW ASSEMBLY (DCVA) PER COE STD. DWG.
<br />~- I h) B" GV FLxMJ - 194I oa (1) 8" DI LP SLEEVE5IMd 516, DCVA LOCATED WITHIN BLDG. MECH. ROOM, APPROX. z
<br />0o , ' / (1) 8" PLUG, MJ 1 " DI SPOOL, -LENGTH AS-R . -- PIPE LENGTH PER PLAN o
<br />5 LF DI SPOOL / " (1) 8 x6" TAPPING TEE FL / w
<br />Sa 14 2 1 6" GV, FLxMJ i O SAWCUT REMOVE AND REPLACE EXIST. PVMT. z z z
<br />I (2) THRUST BLOCK ----- --- -- O x g z o o Z
<br />E n i (1) _4V FH AS EMBLY / O PUBLIC WATER SYSTEMS, SEE C5. 01 AND C5.02 it o U U
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<br />BUILDING TIP.) / W ¢ o o z I-
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<br />° OL -- -- - --- W W, w w W 4 FIRE HYDRANT ASSEMBLY PER COE STD. DWG. 507, APPROX. W > j Z 8 0
<br />\ ✓ = D Ste- - �D- �D D - ry 5 D _ _ - cas -P �PE _ - - 6" DI LENGTH PER PLAN z o > > v Y
<br />W = A RD R® �r�2� • RD ---Rp RD rt RC- RD IRS-- RD�iB-� RD RD R.. o i Gam- cast aGA+ -�qs 5 - F z K 0_' C%
<br />m SDFRI-f • _ �. m - - - e _ _ - J ¢ w w z W
<br />E.i E.iD r O POST INDICATOR VALVE (PIV), WALL MOUNTED WHERE a W 3 W m
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<br />� II I 114+00 1g+ 50 ,;� F F � A � ---- _ ,, i SHOWN ON PLANS a o-i
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<br />Q • -+ F F Fo 8 \ \ ' i O 6" FIRE DEPARTMENT CONN. (FDC) AND DI FIRE SPRINKLER z w m a o
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<br />/ SERVICE LENGTH PER PLAN SEE FIRE SYSTEM NOTES 2 m 3 m m m m
<br />N , , J ¢ J J W Y
<br />w� /. APPROXIMATE LOCATION ¢ >
<br />L - - - - -�T T S' ,�' 1°.00' GAS LINE ESMT � a w
<br />----- ----- ----- ----- ----- ----- ----- ----- -----
<br />�S F \ REC. NO. 200103060293 O7 1" IRRIGATION WATER SERVICE PER COE STD. DET. 501 w/ o m
<br />--- 1" BACKFLOW ASSEMBLY (DCVA) PER COE STD. DET. 520,
<br />T � � I II Ii `� I \\ �I \ CONTRACTOR TO INSTALL w
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<br />Q o� 12 n ° 5 \ o» ° \ J �� \a ° Q: O PUBLIC UTILITY EASEMENT
<br />e o 0 9 as a s Os \ o D E. : • s b \ \ ®� O POTHOLE TO FIELD VERIFY LOCATION OF EXIST. WATER MAIN z
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<br />�e� % / ° a C11
<br />° ° ° ; ° ®° • . A I i 00 c� BLOW OFF ASSEMBLY PER COE STD. DIET 511
<br />un Q a ® 10 Q� J } e
<br />a a _ m A o : 11 1" AIR VAC VALVE ASSEMBLY PER COE STD. DET. 512
<br />RD o L DOUBLE CHECK DETECTOR ASSEMBLY DCDA IN VAULT PER
<br />® V + o€7 S D
<br />COE STD. DWG. 515• DCDA SIZE TO MATCH SERVICE SEE
<br />I ° p o n SD
<br />i \ � SD e--2 12 ( ) .,
<br />Q T I/ s / FIRE SYSTEM NOTE 3 g
<br />o z+oo DRIVEL
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<br />PRIVATE FIRE SERVICE SUPPLY MAIN; SEE C5.03 �Fs OVAL Q`
<br />oQo ® A V • o �Ii ( / 14 REUSE EXIST. DOMESTIC OR IRRIGATION WATER SERVICE AND
<br />O METER FOR NEW IRRIGATION SERVICE PER COE STD. DIET y
<br />/ / --- `-- ------ _- -_ _- -_ _- - -_ _- J 7i �a A 13 -' \ C 501; INSTALL BACKFLOW DCVA PER COE STD. DET. 520,
<br />r I I o fQ J
<br />d = EXIST. SERVICE SIZE AND PIPE MATERIAL PER PLAN THE OAS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
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<br />// III RDI "TE -- as --tea Taa �r ro C.5 +� / k? LEGEND A FIELD SURVEY PERFORMED
<br />D _aRa Ro
<br />" BY MEAD GILMAN ASSOCIATES
<br />II � AND OR RECORD DATA
<br />hD r�;�- � 'e I I � I �i � \ \ _1511 WATER METER AND SERVICE LINE PROVIDED BY THE
<br />w �• " 8+ 8. ® ® = CONTRACTOR.
<br />FIRE DEPT. CONN. (FDC)
<br />- STA 99+06.9 z
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<br />(1 ♦ ASSEMB 1 L o
<br />e m J7+23.81 6. -THRUST --- - -- - ------ �1)-8"x4"-DL a1/JxFL- / o \ / i - F FIRE SERVICE
<br />N
<br />m 4 1 5Y4" Fi $ ---- - "-0I- - - ---------- -4 DI GV� L- --� - $ \\ aL -- z
<br />H ASSEMBLY �I l 1 THRUST B OCK \ 1 STORM DRAIN
<br />o STA 9 +6 .25, 4. R. L 1 THRU T BLOCK �J ° O / + : \�� . �3 ° 3
<br />O - o +1$.40. 13.1 , LT g N -
<br />o 0. 1 0 S11E A 6" DI P00 J io SD CATCH BASIN
<br />1 8" 5' DI BEND S 'c " x45' DI BEND /MJ $ e.n
<br />O 1LF 8" DI LO A GODS NE K 8 F DI 0 '--- --- - - ---
<br />n 1 TH US-t BLOCK rz 2 s (1) THRUST E�LOC °I -- SS SANITARY SEWER MAIN z
<br />o O YARD NTH 1 P N R \ c. i $ \m I N$8 4129 182. 6 v
<br />as a as a as as a as - a II I \
<br />¢.} SEE 0 ) • - '+ E -- E E E STD. PRECAST MANHOLE x
<br />96+58., r 5$ Ii ,ESL 1 o r � �o • I a _ �a tea= a�I as as as � °
<br />STA - - R / - - - - - - - SIDE SEWER SERVICE p
<br />(1) "En
<br />x9 ' BEND. ` 1 C E §TA ® + -- - -- x
<br />e.4 r e.4 SIDE SEWER CLEANOUT z
<br />(1) R ST BLOC F E,° E n A M r,c caxwc owwnna na mar,c � J "Mo DI BEND. a
<br />- - - RUST BLOCK
<br />434E f 8� DE ® W WATER MAIN
<br />96 71.0 W 1f� W W W° 0
<br />STA sa+ c� 0�D 00 $ a WATER SERVICE
<br />(1) S -SS - _SS_ - I �n 9 CE UN F no
<br />/ q/
<br />---- PUBLIC UTILITY ESMT.D OU
<br />8" LENGTHVAS
<br />FIRE HYDRANT (FH)
<br />SE N07E 6 QI 1 L o a /
<br />e O q M BACKFLOW ASSEMBLY DCVA
<br />96 66.�3 1 / �1�7 + • ° ° - + • °• ° Qa ° - °� °°� �I II VD88 / � V O I �� � (DCVA)
<br />$ 1 + S A 0 4.41,
<br />10 - RD °RD- RD- RD °.�� _ RD °RD RD__-_$D aRD a�iP z,-- R --�" RD- D.y 1 U7 A o' ,, N `a LL"�!?Z-Sw
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<br />8*1 DI BEND, VJ
<br />( THRUST BLOCK
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<br />owwharsbelow. PLAN IN FEET
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 12/13/2023
<br />Permit Inspector
<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 (RJ) 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 />7. 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
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<br />CLIENT
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE:
<br />(425) 453-9551
<br />1. FIRE SERVICE SUPPLY LINE SIZES SHOWN ARE APPROXIMATE.
<br />ACTUAL LINE SIZES SHALL BE PER FIRE PROTECTION ENGINEER. P
<br />2. COE UTILITY SERVICES DEPARTMENT SHALL HAVE ACCESS TO
<br />MECHANICAL ROOMS DURING THE HOURS OF 7: 30AM TO CONSULTANTS
<br />4: OOPM, MONDAY THROUGH FRIDAY. Site Planning I CNiI Engineering
<br />3. FIRE SERVICE SUPPLY SHALL INCLUDE A DCDA IN AN EXTERIOR Landscape Architecture • Land Use Consulting
<br />VAULT W/ A CITY APPROVED TRAFFIC RATED LID PER COE 11321-B NE 1201h Sheet
<br />STD. DWG. 515 AS SHOWN. ALL FIRE SPRINKLER SUPPLY LINES Kirkland, WA 98W4 • (425) 285-2390
<br />AND APPURTENANCES SHALL BE INSTALLED PER COE DESIGN 101 South Wenatchee Avenue, Suite C3
<br />AND CONSTRUCTION STANDARDS AND SPECIFICATIONS. FIRE Wenatchee, WA 98MI-(509) 293-7731
<br />SPRINKLER SYSTEM DESIGN AND CONNECTION DETAILS SHALL www.cphcansuItants.com
<br />BE PROVIDED AND APPROVED UNDER SEPARATE PERMIT. PROJECT NO.
<br />4. ALL PRIVATE FIRE SERVICE SUPPLY LINES SHALL MAINTAIN A 0024-18-042
<br />HORIZONTAL SEPARATION OF NOT LESS THAN 10 FEET AND
<br />VERTICAL SEPARATION OF AT LEAST 18 INCHES FROM POTABLE DRAWING
<br />WATER MAINS. SERVICENES SHALL
<br />CROSS UNDER POITABLEFIRE WATER MAI SSUPPLY UNLESSL07HERMSE C5.01
<br />APPROVED BY THE CITY WITH ALTERNATE PROTECTIONS.
<br />SHEET 36 OF 62
<br />Copyright 0 2020 CPH Consultants, LLC. All Rlghts Reserved.
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