HomeMy WebLinkAbout27932789-2025-08-20_C1 Civil Site Plan- 2nd Rev-SENT SHOW EXISTING w/thrust blocking
12"INLINE GV& WATER MAIN ON PLANS. 1-12"x6"Tee(for
PIPE LINEWORK IS NOTE EXISTING 6" manifold) REMOVE EXISTING
MISSING AT THIS WATERMAIN ABONDONED IN 1-6"GV(W) 8"PIPE FROM GV&
LOCATION PLACE. 1-12"GV(N) PLUG VALVE
1 _ ,__ g with Cascade ralGasbeforrecoonstructio}e PORTION OF SECTION 1.1:TO... SHIP.31.NORTH,RANGE 5 EAST,W.M. CITY NoFEAR,INGTON TION NOTES: N
n 1 ...... . .............F.f...}.. .................../... .... ......... ....................... . __ --_____ � fk sh the i;accordance with
o
m L15- . b\co �a---o\--a\�-a---'......+a 0 °i -' -� ............... ..................... ..... .. .Iz Te(MJaF2[8 I---- WATER
ty fAdi oEMCONSTRUCeattcarppro�ey tinges grrgnotme �
�T/ Jn me a a d aa.enl ed�
- - - - - - --TroJ� ------- - -- 064 LF 1]"DI O 2-12'fe to VaN 52�LZMJ) ryo 9onSa and quire
••••••F•• o m I 6, m 1 12 DI D �\_- ••••••••••• -- -_M ---I--- ]9 LF 12"D --- --- - - --- --- - --- ------ angel 1 A hatedbYhhe cinfpnor to the city standards son to the desi nee 4 o
` - -/----- --- -- - ---- - + Th st BIOCkI IW 160) �II_s and must be approved prior to scheduling a pre5ico trutc
- 2. peci^ieations and shall be LLI
�M,. 1 m �m I.12" Isubmihals-required O
_ _ ______ 6AE i"DL Lion conference. Z N
1-12"u Alex 19+F [84 Rt1' -S J�,r-
_3.12"Gate Val-FILW-)) pieeAle v 12 Rt ,z 3. Warer,ains shd be cemen}ined tluctile iron pipe.less 52 unless otherwiseIF WATERMAIN NOT 8 See separatewaterdesignplans Thrust BlockingLN1-1 I I, Water MeterervlCe ___ 25LF4Dl 1-12k6"DlTee(MJxFLZF)1 __ PIPE _I _ 4 Plserviceocahonstsholbefieldapprovedbythecitypriortoinstobrion. _ Q
t2 -for north extension of 12'HDPE " v 8 33[ ] ��PERMITTED WITH \ conw•o4o1-1z'DITee(MJxFLxFy ) I•'waterMerer ae E,woter main creek crossing from Tee. II'/� (hP l( 1 �H -yFFLdtJ 3toPERMIT#3985 lI1-6"GareVONe1FL1cMJ1 IrYP�f &is}ingTeel2X$" 5. Hisrheconhactorsrespons'blitytobcateundergrounduhitiesbycafngone•cal 1 I 1-1k4"R m Lotb Contractor Shall remove underground atifylocator 11•800.4245555148 Hours prior to construction. h
/ a e� I -/,�r Meter Service Manifold 1-6'k4"Reducer IFL) H drool C
THEN MAIN SHALL - 6. _ I I �'Q,j 'za -IN4'e d.r"LLld '\ r / 'r _J , blind nonge.yarl 6. Aaequgto trench shoolin V
NOTE:The extension of the / I a l- I I 1-4"Gate Vale IFL) \ Private Alley V+63J[29] / IS and/or shoring shall be provided by the contractor as O O
BEASHOWNINA n,I _1.90°DI SendlMJl regao-edbyosHA and waHA. �.D
Water line north from the Tee w I I i, I I-yw DI bend(MJ) 1.4"DI cap(MJ) - _ _ 1•sJ<'ydrant lw•mo]
DIFFERENT Is lndepandem and entirety ( I I 3 1.4"DI cap lMJ) 1-12'k6"DI Tee IMJXFL) T 7. The pipe shall be instoled by folowing the finished grade profile wherever possible. r C
COLOR/LINETPYE - I� 1 Thintr Blocking lw-160) 1. ( \ r Pr a Ale n+ 83 Rr 8+ *^1s�W-t66F p ypicoN I I v p
3; se orate from the Harmon 1 I III I I Thrust Blocking IW-1601 6��DI Gate valve FLxh1J Y I ] The depth of cover shall bet 36 inches 3 feet,and ma be a to 60 inches (V
P Y I LOf 37 it 6LF6"gSpod I r 1-1 DI Tee IMJ%F LI Is feet)with theapproval of the ciryengineer.Water mainsunder}he state for NQ
TO AVOID \ / a}Ading}on Civil Permit - __ I I III I R�{I E TO SHOW R 48 Hydrant Pad IWa2o1 2.1 ate Varoes(F JI ounty)highways she meet the minimum cover depths required by wso&(or W
CO II' rwater Mererse ice mgation Meter Se e11COA o 1 60 I Snohomish County).
\` I I I II MANIFOLD I Guard Post[W-030] Range IFLIQ
/ / I 1NPd(COA W 401 w/DCVA behind(C VI'-090) Blocking IW1601 T rust B king(W-160) Pipe pipe manufacturer's I I 8. Pi tdeaedior,hall not exceed one-half of Z
I V Water Meter Service 'I r mended maximumdeflecrions.Bends mayberequirea romaintain proper
cOA W 12"DI XX_ s li s I I I Irvp. I I I wafer main alg.me.t witnm easements or pads hghrofway.
REVISE TO SHOW I deg" BEND
Lot Lot 36 9 9. wa�er mab hall not error.proval rsiae cry engineer,
gutters,pretty pem,anenr J
\ I I It Lot MANIFOLD \ 3 w/1;- ustblockin9 stmcmreswitnoar the p�orappeoxaloftnearyenyineer.
1 \ l\ / I I II Lot 59 < Y -
\\ REFERENCE � [ I I' I I � I I I !I I SERVICES I _ s 10. No connectionand to city
has be,a allowed anti the nptedby the construction passes <
PERMIT �� �\\\ / � III I I ; I I I I I 'ill ,I /w � � � s ; pressareonapahtyletts,onanotbeenapprovedand ocaepledbvrneary. W z
\\ HAVE THE '\ / ( li' s - 4 ° n. Prior tom,king....potions to the existmgsy:tent,camractarshalfiebxenrythe $
location,depth and materid of existing water mains at the point of connection. r O
�� SUBMIITTED./ A )II iI Lot 0}35 Lot
e
12. AlwaldrlbesshA be o minimum of 10feel horizontal clearance from sanitary i O
swe.When water lines cross sewerines,the minima,verical clearance shol be S
V A A 1 \ rya 1 / / INCF� .� lamcnes.
f - / / I A �r �u� 13. Toamern-forsashmg,pressure-c!paritytesn,the connecrorisequirearowe e <
S Hydrant I 3 on approved meter and DCVA.The hydrant shy renhan to the Iwopen position to z
Private Alley 20+o7.51771 r prevent back-siphonagethroaghthe.rain hd AHer successfd testing,the -
-\ I Lot 34 Lof 45 I contractor will tie into the exktin
V� \`"--_-- 11 \� I I� I I 1.8•�15Y"6V LF e'�o shod I N E:WATER
SHOULD MAINTAIN " III Lot 57 I I ,rr I ° 14. Top,o-tatweshell
of`�the contact theoperate
ives operation.
ater y temd spoa pieces.
Brant W-010 n disinfected sleeves an
I 1 I Ycano tevW deal S F 9
11 1 --- kI.r�1 [ I n ad IW.0201 Ex.24'Acresr C�emenRbY - -r"R I5. The contractor is hereby notified that,since fling and lishing wl be done through a 1v'o Was l6,
--12t -HI Rx+1� U Gua dPost lW-0301 �'F I dxems../dea r ross•conriedio.conhol device,low velocity flows may bep...hided.Therelore, A P
TO THIS fII� O I I =king Lot 33 I ERATION FROM d A.eN 2oTvoemms2 II I,-- av,ottempt Ibe made to keep pipe clean dari.g lnstalati-this may °*-
1124--- rl I i� Lot 21 D INAGE SYSTEIAI,AS illindade,wobbing the pipe with cmonnaled woter _
_ I W LL AS MEET VERTICAL 'II Lot 56 I, - 16. The..tractor sha perlo.ole,porory sol erosion and sedimenleto,contra,dust
\ II If ' // / IJ I / j 1 >- _ m oz _ SE ERATIONAT li III �r - �q-';; egetraenoisecontrd,andtrorfic con,<olasregairea by lnecityor otheropprcoble e�w,
h I 11 11 / / / i� II/I Ir I "II A 1 Al mi9aP gmt hry oro f pplca�rote requiremenh of the �S'oNALF'
l of the a rner a ble a
17. Cut Ing patching froadwa haconf
- _---_- .wovpem,i agency.
\ I I I r F- I 8. e"Ball'pipe joints abe es dined with field lock gaskets.
Lo}20 I I L°}32 Lo}43 \I w 19. Al Brings sha be restrained joints and have thrust blocking.
A I I I I ,I I l I li 13 I Lot 55 ,- �, IVI
50'MAX LENGTH,
NOTES:
Bub'inq Height 0 k
DIRE TOR,SEE �1 Lot 31 I Lot 42 Qo�
I I CCSRANT�NT#9 �1 Lint 54 Ba ell Peak Roof Height:39'•5 a" y
'Q I I rr 32 00 I _- /skasn-aoDru�aei-0o Mo.Eave Height.2s'•4 a' o r i7
rod nc 3•stories maximum
RF 3A2iP 000zr
LOT at " I [ J A�204mSLA'F 0000�
Lot I p A rod w.l 9eszs w�
LotlB CI 16 00 'I ILot53 'r I
-
/ �r a -
I
---12z---_- II11 Lof 29 Lot4o III I 4 -��
iLot 17 I I Lot 52
I I �7doss o
I
p po
I j l I 7 II',I f LI 4
Lot 16 Loi 28 I Lot 39 \Lo}51 I '-- ---- dyd cumennecwdea 3 i
I 1 I II \ onde.AFN 2oO�1J2 C
I �
I- i �I I Ill 1 ao Iz" 3 I - �O
T-t 998 I ,I \ I r-I--_- _ Q i
Lot 27 \ Q
1- I Lot 38 \r a z
Lot 15 I I QIi Lot\50 bitting Hydrant T 3
/ 1 1 III II 1 I 11 11 I 1 ! �� Iti �� - 'DOG- - -r -
O
Meter Service
o
_/ I 111 JI it rwater Meter Service I 'I 1=
Itvp.)(COAw•o40) I H 1 (Np.l Iconw•o4o)
I I I o1 /� / it I 'li Lot14 I III Let 49
1 / I I / III I I� 11 I I 1 j II
In erse III / f l r--�,'-'era /'� r Z
Tee1z4 i eon e+12
h P vote A,S =9+0.24 H1 n /"
- Private Drive A I I+37 8 Rill I �' �ILJ E tr A=20+89.0 Iw• / /. O
I ] Trot,f ' T " Bend ¢ IL
1 e rS Toon
MJxFLxFL r-- 4 " ;--s------------,,� 36,954 sf4O�r Z�
\ 1 I 1.61Gate Vale(FLxokJ Jl I ''l25 i4 1 -- -_-__-7- _ �� - -_ .II __ __-__�« __ L'!2 4"p Gare Valve[FIxMJ) O IY
I ) _ _-__ __-�- __- _ -�`__- I �oFe�cer lFJl r0 w
- _ \ ti �� r II W 160 si
j 6kb"Reducer[FL.MJ) I{ i - / Infer§ecflOnr Q
Thrust Blockin .!601 4 h ---�__ _- -- __ - __ _-__-__-_ _ I� ___ s _-P_ --- - - remdve Private-Shmred Dr STA-30+85.49
a n� t, Tract D
Drive A,STA=8°c(dOp00 p9,979 Sf
Intersectlo (�
l n H drool NOTE REMOVAL OF E I ! $talbUCkS o
' Infe15 CROn LI J
200+70.1[19] rivate Drive ,STA=8+91. s �,t, gl�p. asa-ao a
\', \ Pma} Drive A,ST =10+59.43 s nHydrantaw-o1a] Y r' .. delve#�Semenf °�. Q
II Priva} AZ STA= 1+ Pnva}e AIe STA=15+00. / 'rid - /
\1 Y. b0.31 T4 tF o I < 13 l bvdocr�eniracw5ey ;
I 3
I- I nt Pad[ I end.AFnl.w[eoaasvr i �., p .
Guam Pq t[w.oao] -
_ Blocking IW-1601 N I I PerAFn 9eE /- O
o I P D
0 11 o o y o 0 0a,I o
to
3 c, \1v`•`n ��� \ I I! I � E vCp' OJ Q\�' '`-P --
o I A �V A I Ira rwater ter service T PQQ�O��( l"Wat Melerservia '� ICI A 'tea,. Q
I'I Ityp.)f on w.oeol A �� (tv )Icon w-04o >1
t ; C
i
a
ot
a i I - --- - l Intense et } CALL AT LEAST 2
1 - , 3
ADD-RPE�6&�G t` _ - I �Wesf Aisle STA= 0595
--t- 120� rivat�Sh ad Dve,STA=30+00
UNDER BIOCELL\ "
e- ----- fipar _ P - - - BEFORE YOU DIG
ISJ-STD DW�W 230 emen -
-s- -- -< «_ n ��- - �--�-- ---- - -�-�-��----- -«��-�n-<-:----�--� - - -�- ��g -800-424-5555
West Aisle
9FfK BY
E _ �_v_�_�_�_v_�_�_v_v_�_i�\�_�_�_v_�_�__ _a•!/ •""------f •`�YW'�Y•' �' •+• �.�....»t. - .S. _ _ - __a_ ,+. CONSTRUCTION DRAWING APPROVAL SHEET
- - _ _ - - - - - -- - - -- - '-'- ''- •' -- -- -- -- 1„L U I - - ,J' s-�� n - ?1 - -- -'-"''-'_` THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED r�
I ,_A7 I Tee - west Aisle�l-6 U] PER THE CONDRIONS ON THE TRUE SHEET. C17 of C24
West Aisle 6+SO[-5 Lt] .Lis 72p,20' Y`LO esf AI I STA=4+99.92 West Aisle 4+79[.6 Lt] / �_I.12"Gate Valves IFLxMJ) 22.34
O _ - 1 - __-le I�e�_-___ 1.8DI Gare.Valve __�__-__ _ih
V l l t I 1az'DI Tee}rorJxFLxFL _ BY:
t 2.12'Gare Valves(FLx ) 2-12"G 1 V He FLxMJ ind Range(FLI 1\ DEVELOPMENT SERVICES MANAGER
WATER PLAN _ to vabe(FL MJ)
_7hust Blocking gel 9 locking lW160) V scale:r-zo• DATE: PWD#3985
Thrust Blocking(W 160) thrust Blockln IW1601 I THIS APPROVAL VALID FOR 18 MONTHS
N 12"x12"TEE WATERMAIN SHALL NOT BE SN12-REDUCER FLxFL
(ROTATE AS N A LOCATED IN WHEEL PATH. s•Gv(FLxMJ)
SHOWN) MAY NEED TO SHIFT 1-12'.12 CROSS FL.FL
LJ LOCATION 12"GV(FLxMJ) AS SHOWN)
u
n
A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. N
nMilli -
�V ` --- �� • Seese separate water des i�
m _ r Tee \H drool Para design plans
^ \yf / Private Drive A I 1+37[8 Rtl - ----- - _ __ Private Alley 20+07[77 Rtt] / _- for north extension of 12 HDPE I r
y I water man creek crossing from Tee.
- \ II ✓ Y w / r 1-6'Gate Valve[,FLx /.,..X��v.+�J--^..�^-+`^-; _--- -- - - ---- -- 1.8 M Hydrant1-54 Tee MJxFLw-010)w/8k6 Shoe_% / g
_ -_
� 2.12 Gate Volvo, '` I.12
MeterSery ce Manifold - I.B DI Gate I Spool-a61eLFFLxMJ1T,% �\\` r ZN
• [ --1.6 xa Reducer(FixMJI "Hydrant Pad lw-ozo) _ -----�Ir �-r_ I � Q SO
Meter_ T
Thrust Blocking(W-160) _ _ l� � /,I /. /i -Guard Post[W-030) c�'
_ ------ Thrust Blockin91W.160) ----- _y --- - �� Z C Q Os
_ _
11
-�--__ --- ----- -- ------ -- -------------------------- ------- - -
i
---- - = - - --- --------- - -------- - ------- ___ __
UJ
[ I I` Y /� mr-_ 99 LFF_74"DI ___- _ -_—_ = Private Alley 19+09[84 Rtl 11 ` O
Tee r
West Aisle 6+50.5 Lt _ _�_ -_ _ _ _ __ 12"Dl iee IMJzFLZFLJ
1-12"DI Tee IMJxFLxFLI -a--I Y A --_- _ - - - -_-_ _ -_ -_- - __- - -_ _ --_t•• ' - - _-_ - _ _ _ _ _ _ _ __ ___ I`; 3.t 2'Gate valves lFLzMJI W Q
/J 1.1Z DI Blind
Valvese(FMJI 1 �I Y / - - - -- - -- _ _ -- - ---- - - -- -- - - -- - -- -- - -- - -- - --- -- ---- Thrust Blocking lW 160)
� 1.12'DI Blind Flange(FL) I - - - - - - - I - - I Q
Thrust Blocking(W-160) I �1 IY� �i
Lot 13
I 1 J I
r I
I d J
I�
0 0 0 0 0 0 o
\ \ I I Lot 12
\ \
51
I�i I iIJ r rl \ P J Lot 11
Y :
Y
/ 1
TA0. . nI 1I__A______ __________v_tp_ _„s__________ Proposed _ • / _____-
Fire Hydrant __________ _________
e A.S
Prvate All 21W =+60+539143 -
pII
20' k.s°-1F
a
NORTH WATER LINE PLAN II
II _
I I
a
All, I - � 'e'GmEVC `'4W
4 /I-. eSsrONAL EEO
140 140
/�o I - tl r Fcee
130 -- -- --- -- -- 130
m
o
2 n
- in.s'tire.cover(vp)
o_ _________ ------- - Q a'
<
-. - - 148TFTT"DI 12 LF 12 I -
a5:
------------------
120 120 - 1 - 'Lm" �Piria
- -----
om see Wl7Water Ron for wsu'e 0
� 0 0 0d
r-I fitting specifications
INLJI 6LF 13"DI GWp<w>>>
LABEL DEPTH OF COVER -,
l l0 UNDER OPEN DITCH,ADD PI E 110 i I f
CASING AT ROS ING t
I 3
105 105
REVISE TEE -
LOCATION,SEE C17
0+00 1+00 2+00 3+00 3+98 a w
3
NORTH WATER LINE-PROFILE Profile follows pipecentefri SCALE H-1°=28' +
Structures and stationing are per tfignment named. (2:1)Vet 1"=10'
al
1 AV 3 n ¢ Q
y0 W
II O c- LL
E so O
I� 3 w EL
EL
130 130
I1 o z
3'm az C ver ltyp) I l a--- m
� I I O
i
______ _______________ _______________ I
142 LF 12 DI 12" I 79 LF 12"DI 64 LF 12"DI I I J
120 120
LU
1 W
See separate water design plans I 1 rI1 Q
for north extension of 12"HDPE N
110 water main Creek Crossing from Tee. 110 I - I J a >
aI i a ¢ 2
105 105 La II O v O
- es
z
0+00 1+00 2+00 3+00 3+25 II II'p Q
3
EAST WATER LINE-PROFILE SCALB:H-1°=20'
Profile follows pipe tented- _ r
U Structures and stationing are ra pelgh-i-t named. (2:1)Vert 1"-,0'
JJ
0 20' 40' 0
Scale:1"=20'
a a
E CONSTRUCTION DRAWING APPROVAL SHEET
CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ONTHETRLESHEET. C18 of C24
BEFORE YOU DIG 22.34
DEVELOPMENT SERVICES MANAGER
1-800-424-5555 DATE
P W D#3985
THIS APPROVAL VALID FOR 18 MONTHS