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SW 1 /4, \ W 1 //l , SEC 17 , T29 \ , ' 05E, W. V .
<br /> NOTES ° a I: /� -so �o CB RIM=110.24
<br /> a ° / :� E 6" DI (NE)=109.24
<br /> Oti 7
<br /> 1. DATA PERTAINING TO SIZE AND MATERIAL OF WATER MAINS AND SERVICES °° /: / -
<br /> ® WAS OBTAINED FROM COE GIS DATA. THIS INFORMATION NOT FIELD �► °, �4°�. \< so
<br /> a/ - - VERIFIED. ♦ ,
<br /> 2. ALL WORK ON CITY OF EVERETT MAIINS INCLUDING BUT NOT LIMITED TO ♦ \so
<br /> CB - o CONNECTIONS, METER INSTALLATION, TURNING OF VALVES, AND RETIRING ♦ 4' = �a \Lo Q N•
<br /> N SIGNAL fR .
<br /> RIM=106 60' SERVICES SHALL BE PERFORMED BY COE WATER DEPT. CREWS AT ° ° ° • :��•
<br /> so SIGN
<br /> o IE 6 (E)=104 =1'' 1 as as CONTRACTORS EXPENSE. WORK PER SEPARATE UTILITY PERMIT BASED ♦ . • �O
<br /> a o — IE 6" DI (s)=1o4.8o' ON A COST ESTIMATE PREPARED BY COE WATER DEPT. AND PURCHASED : ,� °a vo ° ' ��. 7O/� . Z _� so
<br /> BY THE CONTRACTOR. ALL COE WATER DEPT. WORK SHALL BE ♦ \ p N\ \ / w `
<br /> '.a SCHEDULED 3-4 WEEKS IN ADVANCE. •♦ a ° ~ �. � _ � '_ •\ \ RED BARN ENGINEERING INC.
<br /> ° 3. EXCAVATE EXISTING SERVICE CONNECTION, REMOVE EXISTING CORPORATION ♦ a - cn so . / 6610 NE 181ST ST STE 2
<br /> ° 3 STOP AND INSTALL BRASS PLUG. •♦ v `' `N.� w SWAL ASPH
<br /> KENMORE, WA 98028
<br /> ° a 4. REFER TO CITY OF EVERETT DOCUMENT TITLED 'EVERETT WATER ♦ Va a 0 I \ : �.� cn �� 32 PH. (206) 200-7174
<br /> DEPARTMENT RULES & REGULATIONS" FOR INFORMATION REGARDING ♦ . °. �. : : : N I so xop REDBARN-ENGINEERING.COM
<br /> - a REQUIREMENTS FOR WATER METER INSTALLATIONS AND CONNECTING TO ♦ °� \ PH /
<br /> • Z ° THE CITYS WATER SYSTEM. ♦♦♦♦♦ aI b . ° •- ipoN ,,.
<br /> , 'N /"� \s• m a 5. CONTRACTOR TO CONFIRM EX. SSS IS 6" TO BE REUSED. IF SMALLER A a % idliio .��/ ��� ' o\o
<br /> NEW CONNECTION MUST BE MADE TO MAIN. ♦ a sk 6. CONTRACTOR SHALL SLEEVE PIPE THROUGH FOUNDATION WALL. ♦ ° v 0 : : : �, o° ' 3 — ° CONTRACTOR TO COORDINATE W/T STRUCTURAL ENGINEER. SEE SLEEVE ♦ aa / s
<br /> a W/LABELS. MINIMUM SLEEVE DIAMETER IS 4" LARGER THAN PIPE DIAMETER ♦♦♦♦♦ ° ! \ N. N(` •: / I o�
<br /> ° a 7. SLEEVE SHALL BE DUCTIVE IRON CLASS S2 AND HAVE SPACERS •♦ �g °g ® \, �. .'.��
<br /> INSTALLED 4 v° . \
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<br /> av \
<br /> �{ TRAFFIC a 811
<br /> LL0( aAydE \° .61
<br /> I .. .�\\ C '9s334y CALL BEFORE YOU DIG
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<br /> 3 0 / / CURB ' as ° 7 43A),
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<br /> PH �� ° ` v °• �JA \ 45286 w�
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<br /> °a `- w ° CURB I eVYYXXXXX'XXX 4
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<br /> O o - a.. ° a a:. ° .71
<br /> 3 .j a _ [TAN 6„ DI ° v: a°o ° �p 11 /18/19
<br /> ✓ I OW W W Wit W W IE=108.76 a. ° °
<br /> SAN. SEWER POC #2 ° a v ® �c B V
<br /> DESIGN
<br /> CONN TO EX SSS. °
<br /> w- w w w W �� a so so so T DRAWN RJW
<br /> °a WM I VIDEO PRIOR TO CONNECTION v ' CHECKED RJW
<br /> v 3 v a <f ° a ill SD
<br /> TURN R ! LANES AND SUBMIT F OTAGE TO °
<br /> p
<br /> o OWNER'S REPR SENTATIVE 0p .
<br /> ° ,� 4 FOR REVIEW. a ' °° ,44 Q a ° e a i ' 1- rn rn
<br /> ° SEE PLUMBING PLANS a , Q o oN
<br /> '° 3 d ° °N . DESIGN/BUILD N
<br /> - �� FOR CONTINUA ION (SEE NOTE 5). a PLUMBING TO ROUTE / N
<br /> o I `� ° I V I 1 7 0
<br /> ° a L
<br /> TO_GARAGE_C8 c�1 \
<br /> 5 ° N CO'36'31" E 133.'2' a v °a N
<br /> (nERn AF# 20fl 1 inn 74) I
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<br /> W ❑ ❑ 4 ❑ ❑ ❑ al ❑ ❑ I t
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<br /> g 1 I III SD SD SD SD
<br /> N / 114 -5� I ' o m ce w
<br /> I ` / 115 CONTRACTOR TO +
<br /> co t I PROTECT EX. SSS
<br /> _ • • z ( TO PROPERTY TO
<br /> I— vi / THE EAST I
<br /> w a a-
<br /> w
<br /> o 0 0 0 i 0 0 0 1I 4) CATCH BASIN TYPE 1L WITH SOLID COVER PER CITY STANDARD 403
<br /> I i GARAGE CATCH BASINS TO BE ROUTED TO FLOATABLE MATERIAL ' N
<br /> ' - SEPARATOR PER COE STD. PLAN 413 PRIOR TO CONNECTION TO EX.
<br /> ' I SSS. CONTRACTOR TO PUMP AS NEEDED TO DISCHARGE LOCATION.
<br /> o 3 cit) a FOR CONTINUATION SEE DESIGN BUILD PLUMBING PLANS SAN. SEWER POC #1
<br /> a '4' o W — N 00'36'31" E 71.89' — ®) CONN TO EX SSS.
<br /> `� ® Sp APPROX. MECH VIDEO PRIOR TO CONNECTION ,
<br /> ce a cn ROOM AND SUBMIT FOOTAGE TO
<br /> 3 ° u) DCDA REQUIRED ON FIRE OWNER'S REPRESENTATIVE
<br /> o �. . FDC TO BE SERVCE LOCATED INSIDE
<br /> o �,_ WALL-MOUNTED FOR REVIEW. I (1
<br /> o RISER ROOM SEE PLUMBING PLANS Q
<br /> v 3v u) to o APPROX. REMOVE EXISTING 2" METER- FOR CONTINUATION (SEE NOTE 5).
<br /> �. .' a N co
<br /> �' SPRINKLER AND RETIRE SERVICE.
<br /> / RISER ROOM SEE NOTE 2 EX 1" WATER SERVICE TO (Y
<br /> a .i P#200 \ z
<br /> v �, ; SEE MEP DRAWINGS FOR I REMAIN FOR IRRIGATION. C
<br /> • O�14 56 \'.'. >>
<br /> K NAIL \ 'CP#2007 CONTINUATION OF DOM &
<br /> } ED
<br /> \. . 15°00. .. FIRE SUPPLY LINES. . CA Q N
<br /> \.'. '�' 1.AIL ° n
<br /> of " CAP EXISTING GAS W Op
<br /> �/ \\ . ° ' AT PROPERTY LINE w 0 0�
<br /> Q � 0 Q Q
<br /> < CC
<br /> t;� °_ v STOP — n 10" SLEEVE �� I___ , ' I z O 0 0
<br /> NOTE 7 - - -- - - - -- - - m
<br /> - -- -- SEE N -- --•--- I /
<br /> �:I. • GV ] I FHA PER COE STD RBPA LOCATED INSIDE RISER WMO U C.0 z 1--
<br /> � a
<br /> cNi
<br /> ��`% , • • ''e ° v GV GAS METER in
<br /> PLAN 507 & 508 ROOM FOR DOM SERVICE IL I V w w
<br /> c)
<br /> cn
<br /> EL
<br /> - SSMH RIM=116.90'
<br /> X 11 1-- LJJ
<br /> CENTER OF 8" PVC CHANNEL IE =103.94
<br /> .2I 1 .,•t • •
<br /> N., S. & SW.)=97.75' ,. �. . . . . .
<br /> IE 6 PVC (N .)-11-4.8. . . • " N.'. . . .
<br /> - � . . . . � 6 SLEEVE . . . . . . . . . . . . . . . . . . . . . . . . �•. . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . .. .. . . . . . . . . .. . . .� _.. . . .'. ..'. . . . .'.,.'.'.:. . . . . . . .. . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br /> L ... . . .L. .. . . . . . . . . . 1. . � . . . . . . I I. . . . . . . . . . . .. . . . . . . . . . . . . .�_.` SEE NOTE 7 . . . . . . . . . . . . . . . . . . . . . . . LLC-R tom. . . . . . . . _
<br /> 20 00 ( ) IS 22 r00 22+50 23-I
<br /> wSs _ SS _ SS SS S sS SS SS SS SS SS S SS 2 I AOSS 5 SS SS SS SS SS SS SS SS S5 SS SS 1 SS SS S5 SS SS SS S S SS S SS SS
<br /> Z —Sf0+00 T sl I I �' I I I 1 I— —� I I— - I I I I I —T--
<br /> a
<br /> 2
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<br /> E2 Os o 0 SSMH d �� • M 0 „ I
<br /> �- CO RIM=117.29' I >- O SSMH RIM=11 .19 EX 2 GALV
<br /> M \
<br /> CENTER OF 8" Pvc CHANNEL _ CENTER OF 8" PVC CHAN L SEE NOTE 1. EX 1" COPPER
<br /> 0s (N., S.)=99.74' CO ' SEE NOTE 1
<br /> co IE 8" PVD (W.)=107.34' I N (N., S., W.) IE=102.74
<br /> o
<br /> �' I IJ I B � GADWAY AVE
<br /> 00 n 3 M RETIRE EX WATER. -
<br /> os I In i �-
<br /> � G G G G G G G G G G G G G G G1-12"x6" TAP TEE G G G G G SEE NOTE 2• G � G G G G G G G G G G G G J \
<br /> CURB 1-6" TAP GATE VALVE CURB
<br /> 1�
<br /> 3 \ SD SD -___- � — PER STD DWG NO 514 u, _
<br /> CV » a a ° a a . W o ° ad ° F-
<br /> ° a 4 a. a $
<br /> Os a° v b a °D 2 SERVICE PER PSE tWORK , v 1 a ° ' (WOR TOaBE PERFORMED B C0�' WA1` a v a v ° . a
<br /> . _\ ° Q ° .. I II �. a ° I- W ,
<br /> -o v a . o a TO'BE PERFOMED B'� PSh ° a aY. ° b va ®DEPT. CREW AT ONTidAC�T02 S EXPENSE) ° a ° .v a° ° v °
<br /> v V I a a v ° ° SEE NOTF a7 _ a a ° a ° v ° a _ o
<br /> AT OWNER.S EXPENSE) L. • -� w w w v� w W
<br /> U O Ai r .�'°! ° °. a v ° `� ° W a .w .° w a I I W w VV/ W W W W Vr W TN T1V W W W W a W w
<br /> W W �P°° W!/ W ° W`i° v W W ° a W W W. W a y .a v v a. V a9 EX 12"CI WATER p0 ° .
<br /> a / ,v' . _ 3„ DEC
<br /> ° \ 2 SERVICE CONC. DWY 4" DEC k • —UP (-- \
<br /> N a \a 6" TAP FOR FIRE HYDRANT ASSEMBLY (WORK TO PER STD DWG NO 502 NORK�0 BE �.uP------uP UP GA 4" DEC ` SHEET NO.:
<br /> o DRFORMED BY COE WATER DEPT. CREW
<br /> 9 [ L �WS9RMED BY COE ATER CONTRACTORS E PENS DEP), SEE NOT. VTEA2 OWNER'S EXPENSE) SEE NOT)E 2 0 4" DEC �-�
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<br /> / , , /
<br /> ro
<br /> RB PROJECT NO.:
<br /> I
<br /> ID EXISTING VAULT
<br /> 17 - 0036
<br /> CITY 0F EVERETT
<br /> Id-
<br /> CV REVIEWED FOR pEETRm1T
<br />
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