HomeMy WebLinkAboutPermit Encroachment 2019-09-038-5/8"(W)'656-5/8"(W)'66 .188WT GrB251' (05)6-5/8"(W)'666-5/8"(W)'668-5/8"(W)'65 .188WT GrB
(P )1"(P)R(P)'051"(P)136'
1"(P )155' #829
(W)
(W)(P)(P)(P)
(P)
(P)
(P)
(P)
(W)
(P)JASPER RD.(P)(W)
(W)(P)(P)(P)
(P)(P)(P)(P)(P)(P)
(P)(W)(P)(P)(P)(P)(P)(P)1"(P)(P)(P)(P)(P)(P)(P)(P) 25'
2"(P)'95
(P)(P)1"(P)(W)
1"(P)#1020#1020#4300(00)#4324(06)#10 3 7
#1165
#870 #885 #875
#4318(96)#820
#1001 #4433#936 #955#978
(95)#1088
#4 4 3 1
#10 1 5#853 #954
#1059
#4380#995(99)
#1002(99)
#1126
#4202(00)#4203(94)#4312#1143#4359#4343#4381#992
#4380(94)(95)#4380(93)#1010
(94)(97)#4377S1
(08)#871
(#1063)#940
2 3 '34'524'49'14'6'3'
460'
364'4'
2'54'64'129'9'544'574'1'1029'189'7'10'166'54'- M.BALLON MAIN VLV165'8-5/8"(W)'056-5/8"(W)'056-5/8"(W)'05.280WT
BURIED -NOT MAINTAINED
8' 6"BV#32"BV 192'6"FBV
8"FPBV#41'(05) 189'
0'
1 2 1 '143'54'69'
148'139'
675'135'54'
176'169'
325'273'258'
383'92'212'121'
384'
184'
228'137'5'14 5'
90'
131 '
37 7 '
187'
231'149'156'142'3 7 3 '162'143'134'141'179'277'240'281'384'400'311'
84'232'171'57'5'216'33'156'464'1'0'140'534'37'352'1'191'98'503'
495'
2"(W)'82
2"(W)'822"(W)'822"(P)'992"(P)'052"(P)'972"(P)'05
12'OFFSET1"(W)'82
2"(W)'822"(W)'821"(W)1"(W)'821"(W)'821" (W)'80
1"(W)'711"(W)'82
1"(W)'82 1"(W)'82
4"(P)'97
2"(P)'992"(P)'972"(P)'05/JT2"(P)'992"(P)/JT
2"(P)/JT2"(P)/JT2"(P)/JT2"(P)1"(W)'704'4'5'4'11'5'5'5'5'4'5'7'16'4'
7'
5'16'4'5'
5 '
29'
8'23'5'4'7'12'
9'
2'
2'
2'2'2'8'
8'
2'
TL'S ON
8-5/8"(W)'05/ABN2"(W)'05/ABN 2532"(W)'05/ABN2"(W)/ABN58'20'1"(W)'05/ABN
6-5/8"(W)'05/ABNABAN. 4"-'985' UTIL EAS ALONG ALL DOTTED LOT LINESHWY. PERMIT#5M3587836
37
38
39
74
40
42
14 3215163031
9
64
41
43
2
COLE WAY
RD.
RD.44TH ST.HOLLY
42ND AVE.MT.VERNON
HWY. PERMIT #05M3674610
63
7
8
9
10
35
3
5
12
4
KALMIA
5 6 7 8
1
(SPRINGFIELD - CRESWELL HWY. NO.222)2
11
JASPER
44
73
34
7' UTIL. EAS. ALONG EXTERIOR SUB. LINES4
6
11
13 33
1 3 S.11
10 1
12ST.9OLD R/WHWY. PERMIT #5M38417LITE POLE
PERMIT #10048
PERMIT #109571 2 3 4
678910
HORACE ST
HO R A C E S T
5
THE RESERVE AT BRIDLEWOODTRACT AS 43RD STSKETCH OUT00023585-SUB
0+00 = MT VERNON RD
5+03
5+880+000+080+02TIEDHORACE ST
4+904+95
1# Anode
INSTALL:TF w/ LW & TLREPLACE w/ 1"P& 775 OR 800 EFV 2" PE VALVE
NOTE: EXISTING 1"W MAIN & #940SERVICE CONNECTION UNDER TREE
1"W FROM 4+90 TO 5+03ABANDON:
FUSE &INSTALL:LW
CROSS SECTION
VARIANCE (S)
Variance (s) made :
Reason (s):
Mitigation taken (if any ):
Approval Name :Signature :Date :
GENERAL NOTES
Engineering Department
PLAT TWN RNG SEC
PROJECT/REVISION#
JOB TYPE:
PM #:
0 10050Feet1 in = 50 ft
CITY
BETWEEN
NAME
ADDRESS COUNTY STATE
AND
PLATTED DATE
DATE
DATE
DATE
DATE
CREW LDR.
APPROVED
DRAWN
DESIGNED
PIPELINE ID -
Class “B”PRESSU RE TEST INFOR MATION (circle & label test area on as -built drawing )Test by NN G –Other ____________________________________
Test Area PipeSize Steel -Poly PipeFootage TestPressure Gauge #
AB
DC
PassY/NONOFFDateTimeDateTime
E
F
Print Name and Initial
8' EX 1"(W)
60'
E/SW/S
EGGE
S 43 R D ST
20 '10 '10 '20'
LC
8' N EW 2"(P)
1.Call the following Utilities Notification Center 48 hours prior to any excavation : Oregon: 811 or 1-800-332-2344Washington: 811 or 1-800-424-55552.ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center . Those rules are set forth in OAR 952-001-0090. You may obtain copies of the rules by calling the center . (Note: the telephone number for the Oregon Utility Notification Center is (503 ) 232-1987 or 811).3.Fill out construction sketch as -built supplied with job packet and return with work order . Only one as -built is required .4.All distribution mains must have a minimum depth of 24" and services must have a minimum depth of 18" unless there is an approved variance .5.All transmission lines must have a minimum depth of 30" in Class '1' locations and 36" in Class '2, 3, & 4 ' locations , unless there is an approved variance .6.Written dimensions on this construction sketch have precedence over scaled dimensions .7.Pressure test shall be tested in accordance with standards in CFM and Engineering Standard Practice .8.Test medium for class "B" main shall be air , unless otherwise noted. Test medium for class "C-F" main shall be water, unless otherwise noted .9.For Class C or higher tests, see Design Document and Hydrostatic Report.10.All work to comply with NW Natural Erosion and Sediment Control Plan unless specific plan provided . NW Natural Erosion and Sediment Control Plan to be available on each job site . Protect all Catch Basin Inlets.11.Protect City Trees according to identified Critical Root Zones “CRZ”. Roots larger than1-1 /2” may be cut only with city approval . Hole-hog or directional drill through tree Critical Root Zone at 36’ minimum depth . Excavation to be by Vac -X in tree Critical Root Zone unless accepted by city .
43rd St Springfield Lane OR
Horace St
43rd St MX
New Construction - Mains
03575929 000235851-235-001 T18S R02W NW 5
FOOTAGE SIZE M P GRADE W.T.
WELDS% X-RAYED CERT.MAOP OPER.MAOP NOP PMACTIVITY #PMORDER #108'2"P B P24 .216 60 60 50 710 03575929
BJBSVA 05/03/201908/29/2019
Mt Vernon Rd BMK 08/30/2019
Order Street Description Plat Numbe r Costing Pipe Size Type3586984940 S 43rd St Repl ace svc w/1" (p) svc Install 775 or 1-235-001 Z316 P-0100 SM05
INSTALL
ABAN 13'1"W B