HomeMy WebLinkAboutDOC-2019-R Ave Plan ad Profile - EX. 2" FIBER OPTIC I i
DIRECTIONALLY BORED, TOP 7T1l���� E sIS LOWER THAN 49.65 ti 12" DI AT15.5' WEST TOP OF IX. 12" SD=53.65T
CBTOP=56.53T
W=52.77
H QAPPROXIMATE LOCATION2" W=53.87F
C-6OF EXI TING ED CB BOP COVER AT RAMP)X
IX. 4" STEEL GAS MAIN AT 5'
J 7:10 IEIX o4" GAS 53 00-56.53
' CO ELEVATION = 56.5±
2.70' FROM GRATE TO z
;' IE 12" SD SOUTH THUS, TWO 2" CONDUITS 4" _
TOP OF GAS 53 45
t, ' Q A NEED 1 FOOT CLEAR AT
CV
_ of CE IE 12' SD = 53.8t 0 N THREE STREET LIGHT WIRES ON CROSSING PER CASCADE
TOP OF THE 2 CONDUITS NATURAL GAS
z z X� y� w
r i � Q < `D 6,3�> J 5 w IE CONDUIT BUNDLE=54.30
U ' 7 TOP OF BUNDLE=54.90 ���
�}- (�a IX
w z Q OF BUNDLE IS 12.5' WEST OF
•
W ' IX. CB TOP=56.53 EX. 6" HIGHS PRESSURE STEEL GAS
•_ ( , ` 7+00EX. 6" GATE VALVE 1.35' FROM LID w = " SCALE: 1' = 10' BUNDLE WIDTH=6"f & 18" COVER MAIN AT 4.6 WEST OF CB #14
- -1--- - - - - - TO TOP OF OPERATING-NUT, _ - '- _� -co
IE EX. 6" GAS=52.00
;' TO _ _ ME
21.94" FROM P OF NUT TO - e I _ TOP OF 6" GAS=52.70
iE 6" VALVE. THUS, 1E 6" = 53.64 E E �� ® �- "� 0 05 10 20 �� NEED 1 FOOT CLEAR AT CROSSING
{ ,18l. IX. ABANDONED 16" WATER AT
THUS; 1E 12" = 53.39; X wAq PER CASCADE NATURAL GAS
f j j tt t £ w Ld 1 EX. SDMH 8.5' WEST OF EX. CB TOP=56.53
•
�✓ w Y . ' . ' i i 30t4 M w W tL! TYPE-2IE 16"» TO 20 =3.5'
. 60,5 0,3 ... ;. w c w w w w -- w^ w w w w TOP=55.30 TOP OFW16"1 W5 53.10
8, �1 IE 18" CONE. OUT-N=50.78
, <<i OK WITH CITY TO CUT AND CAP
}' IE 12" CONE IN-W=50.62 TBR
6 J C-5 _ _ THE ABANDONED WATERLINE PIPE
_ -
d X
IX. BLACK ROCK CABLE ORIENTED E-W ON £ E C-6
'✓ 3 (iI IE NEW BOX CULVERT8IN-W=50.78 STORMCP PIPE NASTALLATIOTE THE N�
IE
SOUTH SIDE OF 30TH.. . (Cia‘ TCH
K '/l; 432)
O ; SEARCHED TO 6' DAWN, NOT FOUND E 6, _ 0
X CIS
8 �I ,6 1� 5 9 '- L L _- ..Qy� 1��� J s'. ' =-) _J .�_ IX. ABANDONED 20" WATER AT
X �,
S 7:9 5 - CB TOP=56.53
L/j� ..�w.�r,r.,.... ..�,... "---- ra .....,... ........ ..F ....._.... � ....... .,^> ..,..,_. '.�T," ?.c ,.!...Sr• .;�...,,.1... �.,,.�'r''�� n w WEST
-59.20
- 9 BOX _OF EX
6 LF 8 x2 CULVERT IE 20 W 49.65
- - - SD • S TOP OF 20 W=51.40
_ < a J �a. �
SD SD SD SD SD SD SD
x---- - - - - 7� 120 LF 18" SD S=0.0358
e CB #13 a £ -'"f OK WITH CITY TO CUT AND CAP
61,80 60,96 .
AWCUT r % o
: CB ,r: THE ABANDONED WATERLINE
6" 26 LF 18" #14 �f �� G PIPE TO ACCOMMODATE THE
• INSTALL A SADDLE WYE TO PVC SD 5 /.. 8�:..-a.,, I �... 7 'D l, ,5`j NEW STORM PIPE INSTA ELATION
STA. 6+00.50, 26.5' RT S=0.0050 a a • `�6
CONNECT THE EXISTING 6" PVC ..a
IE 18" SD=57.80 STORM PIPE TO THE NEW " X
(BEVEL CUT 2:1 AND ARMOR) 8 X 6 0 3 PIPE
»_ 9:6 X 5 8:6 9 '_ . 6 .'
IE 18 -56.44 5 9:8 8 5 ., " ;
56 67 O <TYP
I 6 0 3 AT WYE, IE EX. 6" SD=57.Of 5 6'1 3/4 �/
2� '
i - - - - - - - - - - - _ _o
_ EX. CB A rT,
E X
/
60,57 EX. 6" GATE VALVE 1.85' FROM LID TYPE-1 �- /
TO TOP OF OPERATING NUT. niEBIIMIRMsimulammarAliffirASIMEmpAPAINIEIMISIIMIAWAIrd
a TOP=56.53
'• ,1 IE 12" CONE. OUT-NE 52.33
21.94" FROM TOP OF NUT TO �s
a '- 5 IE 8" CMP IN-W=52.9 TBRIIIIIIIIIIIIIIII
I`
'" I IE 6" VALVE. THUS, IE 6" = 53.92 I EX. FH 1 IE 12" IN-N=52.5
THUS, IE 12" = 53.67 ' I -X/ REMOVE EXISTING CB D
.
a INSTALL PROPOSED 4
4.
1
1.
I A
c c N
T
•
CONDUIT SECTION - OPTION 1
59
59 NOTES:
---=-"----„----______ 1) MATERIAL - A58
21 COATING - HOT DIP GALVANIZE APTER I`ADRICATtON
\ P`.OFILE 51 LENGTH - 36
58 E t. R.O.W. CL 41 LOADING; HS20 TRUCK LOADING, W/ 18��-24�� COVER
\ cB #13 58
re--,.........__________ \ \ STA 7+2u,"24' RT. <TYP
SOLID TOP 3/8
IE 18" INLET=57.80 / \ �\ TYPE II-4• , y 2�-a�
EX. FACE OF CURB �\� FLUSH W LAWN -{ /
57 ` IE 18" S, IN-W=53.5 CB #14
IE 18" - OUT-E=51.09 TYPE II-48", STD GRATE 57
�2p Gt.
`�\ FACE OF CLEATE AGAINST ill1So z_ TOP=56.53
-1' 11111111111111111111111
56 5�O.03g8 h IE 18" PVC IN-W=50.96
�, IE BOX CULVERT OUT-E=5. 96
56
‘r \
55
�_ CONDUIT SECTION - OPTION 2
55 11/19/2019
0
0
o RAVNIK
0 All)
RECTANGULAR CULVERT
54 ENGINEERING
C_6 X DATE: JOB NO, SHEET: OF REVISED;
dranki-
allen@ajdengineering.com�`' p(360)770-1746 NOV 2018 T 1
alien@ajdengineering.com DRAWN BY: 1 CHECKED BY: APPROVED BY:
53 I I ADD
I I
UGC- 53 ►
121
; ;
I I �7/0NAL-:
•:2'-'wHit:Y4,..i-:'
� ; THIS PLAN SHEET IS ACCEPTED FOR CONSTRUCTION IN ACCORDANCE WITH THE CITY OF
WVPROVIDE MATERIALSBELOW I I � k.
ANACORTES ORDINANCES AND POUCIES. ACTUAL CONFORMANCE OF THE DESIGN WITH
52 $ APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE
THd IX. GAS MAIN TO THE ;" NAME AND STAMP APPEAR ON THIS SHEET. ACQUIRING, COMPLYING WITH, AND PROVIDING
TOP OF THE BOX CULVERT I I 522 .) MITIGATION FOR ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES,
AS REQUIRED BY CNG. I I `] INCLUDING BUT NOT LIMITED TO THE ENDANGERED SPECIES
ACT, FEDERAL WETLAND PERMIT.
' , STATE DEPARTMENT OF FISHERIES AND HYDRAULICS PERMIT FEDERAL FLOOD PLAIN
26 LF 1'" PVC SD W$=0 , .® PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT IS THE
'OHO '� n- ;= ' RESPONSIBILITY OF THE DEVELOPER LAND OWNER AND THEIR ENGINEER. THE ISSUANCE OF
36 LF 8"x29" f � 'THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE MATH APPLICABLE
1 STEEL BOX CULVERT S=0•0050 ��' PERMIT REQUIREMENTS.
PER DETAIL ON THIS SHEET
_ _ II 51 L�
CITY ENGINEER DATE
-
50 I�}.i 1( < < 12 ( CI CONSTRUCTION FOR THE ACCEPTED PROJECT T IS TO START WITHIN
6+00 6+50 50 r DATE 1 YEAR OF THE DATE.
7+00 7+50 _-
SHEET DESCRIPTION:
PLAN STATUS:
REV. N0. REVISION DATE BY APPROVED
IRavnik & Inc.
Associates SCALE. 1"_ ' SHEET TITLE:20 SALISH
DRAWING N0.
LISH INN
CIVIL ENGINEERING & LAND-USE PLANNING 18025.sITE.dwg
1633 LINDAMOOD LANE/P.O. BOX 361 » » DRAWN BY: D. REMSEN 907 30TH STREET
BURLINGTON, WA 98233 R AVENUE PLAN
JOB NO-
PH: (360) 707.2048 FAX: (360) 707-2216 &
4:0,1i;l'ii:illf ,:',1'i!!,1,1 ,,IE4i , CHECKEDFOR
BY: J. RAVNIK 18025
EK TERA ASARA, LLC SHEET NO.
DATE: 11.20.19 SECTION 30 T. 35 N., R. 2 E., W.M. 5AOF16
I