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<br />SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. CONSTRUCTION NOTES 0
<br />� 79THPLACE SE �vvvv vvvvvvvv �
<br />PROJECT BOUNDARY (TYP.) EXIST 8" ov x x x x x x x
<br />90 09 22.81 LT STA 24+20 26, 17 64 LT 4" DI WATER SERVICE AND METER PER COE STD. DWG. 504 >
<br />91+00 (COLLECTOR ARTERIAL STA 24+20.29, (TO REMAIN 4 O " m
<br />4- ®- - 792+00 193+00 ( 3 (1) 8"x6 DI TEE, FLxMJ CUT AND CONN. EXIST. 8 DI w/ 4 BACKFLOW ASSEMBLY (DCVA) PER COE STD. DWG.
<br />o - ) -8" 194I oa (1) 8" DI LP SLEEVE5IMd 516, DCVA LOCATED WITHIN BLDG. MECH. ROOM, APPROX. z
<br />-0 , - / (1) 8" PLU�JJ 1 " DI SPOOC,-LEWGTH AS-R . - PIPE LENGTH PER PLAN o
<br />5 LF DI SPOOL / " (1) 8"x6" TAPPING 7EE, FL / w
<br />14 2 1 6" GV, FLxMJ / O SAWCUT REMOVE AND REPLACE EXIST. PVMT. z z z
<br />I (2) THRUST BLOCK ----- --- -- O x / / g z o o z
<br />En i (1) 54 FH ASSEMBLY �° ( ) / / O PUBLIC WATER SYSTEMS, SEE C5.01 AND C5.02 it o v v
<br />BUILDING TIP. / w ¢ o o2 En
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<br />1 OL -- -- - --- W W, w w W 4 FIRE HYDRANT ASSEMBLY PER COE S7D. DWG. 507, APPROX. M W > j Z 8 0
<br />SD S - ----- -
<br />\ ✓ = D Ste- - �D- �D D - ry 5 3 D _ _-P APE _ - - 6" DI LENGTH PER PLAN z o > > IS Y
<br />W a A RD R®�r�2� - RD ---RP RD rt R(r RD IRS-- RD �iB-� RO RD R.. o i Gam- cAsL aGAS AS g - F z w a-' �%
<br />\ <:.. s O
<br />--
<br />E. i E. i VALVE (PIV), WALL MOUNTED WHERE N 3 W to
<br />\ s , D
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<br />� I I POST INDICATOR
<br />4+0o g 50 F A - 5 SHOWN ON PLANS a a a¢ 0 z
<br />3 3 3 W c�a 3
<br />Q • z4+ F 8 \ \ ' i O 6" FIRE DEPARTMENT CONN. (FDC) AND DI FIRE SPRINKLER z w m a o
<br />F F° \\ SERVICE, LENGTH PER PLAN; SEE FIRE SYSTEM NOTES o 9 ¢ 9 9 W Y o
<br />/ a APPROXIMATE LOCATION E.
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<br />w L--- \ 10,00' GAS LINE ESMT m 3 m m m a W
<br />/I --- ----- ----- ----- ----- ----- ----- ----- ----- ----- �SF \ REC. No. 200103060293 O7 ip IRRIGATION WATER SERVICE PER COE STD. DET. 501 wl m o m
<br />%1 BACKFLOW ASSEMBLY DCVA PER COE STD. DET. 520;
<br />CONTRACTOR TO INSTALL
<br />• N V W
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<br />12 5 \ o» �P O PUBLIC UTILITY EASEMENT m v n to
<br />a aP • g a s a s 0 s «. " \ �_ 9O POTHOLE TO FIELD VERIFY LOCATION OF EXIST. WATER MAINOZ
<br />dQ / as as as as
<br />A: E n c.1 - c.1 0' \ I \ i -O �.o ° 10 BLOW OFF ASSEMBLY PER COE STD. DET. 511
<br />Ln
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<br />a o a = ° A a a 1" AIR VAC VALVE ASSEMBLY PER COE STD. DET. 512
<br />II II • .
<br />ii it�� � 28050700306 0
<br />o RD �_ o DOUBLE CHECK DETECTOR ASSEMBLY DCDA IN VAULT PER
<br />I ® + o SD SD e 2� SD 12 ( )
<br />C T / s o �V COE STD. DWG. 515; DCDA SIZE TO MATCH SERVICE, SEE
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<br />FIRE SYSTEM NOTE 3
<br />C +' DRIVE L
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<br />� 13 PRIVATE FIRE SERVICE SUPPLY MAIN; SEE C5.03 AOs ONALfl
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<br />oQo �I a ® V • o f� A\ �'i / / 14 REUSE EXIST. DOMESTIC OR IRRIGATION WATER SERVICE AND
<br />„ �I� O METER FOR NEW IRRIGATION SERVICE PER COE STD. DET. y
<br />/ --- _-_-- _- -_ _- -_ _- - -_ _- J 7i �¢ A Q 13 501; INSTALL BACKFLOW DCVA PER COE STD. DET. 520,
<br />I d ° -- -- - _- e U o � � c,n EXIST. SERVICE SIZE AND PIPE MATERIAL PER PLAN THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
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<br />D _aRD "TRo T -- as --tea Taa �T ro °'C.5 +� / k? LEGEND AFIELD SURVEY PERFORMED
<br />" BY MEAD GILMAN ASSOCIATES
<br />i � AND OR RECORD DATA
<br />o g \ D k D - \ \ WATER METER AND SERVICE LINE PROVIDED BY THE
<br />8+ 8. ® ® = CONTRACTOR.
<br />FIRE DEPT. CONN. (FDC)
<br />m / ° - - STA 99+06.9 9.55' Lt V �� ��� /\ z
<br />� � � �' � (1 ♦ ASSEMB 1 � L o
<br />e. J7+23.81 6. }�!1 UST --- - -- - ------ �1)-8"x4"-DL FIRE SERVICE
<br />N--- -
<br />m 4 1 5Y4" FH $ ---- - "-DI- - - ---------- -4 DI GV� L- --� - $ \\ aL -- 1 � z
<br />H As l 1 THRUST BLOCK \ I 1 STORM DRAIN
<br />o STA 9 +6 .25, 4. R. L 1 THRUST BLOCK �J° - O / + : \��. 23 00 3 - S o +0.40. 13.1 , LT g N -
<br />o =130+ 0. 1 0 SITE A - 6" DI P00 J io SO CATCH BASIN
<br />00 1 8" 5' DI BEND S 11 " x45- DI BEND /MJ $ e.n
<br />O 1LF 8" DI LOCATE GOOSE NECK 8 F DI o 0 a° --- --- - - ---
<br />1 1H US�f BLO K Z (1) THRUST E�LOC -- SS SANITARY SEWER MAIN z
<br />o O Y�RD NTH I P N R \ s c. i $ �} m 1 N$8 4129 182. 6 0
<br />as a as a � as � as a as - \ ali I \
<br />44L�SEE 0 ) • - ' + E - - E E a _ E & a -- STD. PRECAST MANHOLE N
<br />96 583 e e L J y 0 ------------------- - _
<br />-- 99+14. 4 12.4 $ �a a� as as as ------- g
<br />�5L 1 o e r 51
<br />STA 3 I R + / SIDE SEWER SERVICE p
<br />T ® x
<br />(1) "x - BEND, ` E. 1 ' C M STA " e.4 ° °r r - - r - - - a SIDE SEWER CLEANOUT z
<br />(1) R ST BLOC p E. ° rx caxwc owwn na na marx+ X�45' D' BEND, I a
<br />- - - RUST BLOCK ° `s L
<br />43F fI 8� D� ® W WATER MAIN
<br />IJ � °
<br />o W 98+W W W W $ • /
<br />96 71.0 . °
<br />9 STA �`O °0 ° a N� WATER SERVICE
<br />lI - - s�sss ss s[
<br />(1) " D COU LIN SD F F F F F F F F F F F F F] r • / i p ---- PUBLIC UTILITY ESMT.
<br />8" LENGTHVGi 8
<br />CON . �(ISF 1 - A / �� >� FIRE HYDRANT (FH)
<br />S 10 6 V r a BACKFLOW ASSEMBLY (DCVA)
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<br />96 66.�3 1 I� / + • A + 1 88 V�
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<br />10 S - RD RD RD_ RD �� RD' w D1 RD $D RD ° . �n ti R . Ro 1 p';s i
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<br />", I .. :-� �---s" _ .. -----. - wily 'i�l' O i " Ili,, : ) '�� �/i��� w, II'�r�►� � /, III
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<br />I • � � � ,.IGi'����� � III . , � _ � , � V , �u I 1 II
<br />®� DI BEND, Iwb
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<br />THRUST BLOCK
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<br />owwharsbelow. PLAN IN FEET
<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 DUC7ILE IRON, CLASS 52
<br />WITH A MINIMUM COVER OF 36" UNLESS OTHERWISE N07ED
<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 N07ES
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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 PR07ECTION 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 IMth Sheet
<br />STD. DWG, 515 AS SHOWN. ALL FIRE SPRINKLER SUPPLY LINES Kirkland, WA 98034 • (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 CONNEC71ON DETAILS SHALL www.cphcansuItants.cam
<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, I.I.C. All Rights Reserved.
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