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2320 RAILWAY AVE 2018 INTERWEST CONSTRUCTION INC Plans 2023-02-28 (2)
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2320 RAILWAY AVE 2018 INTERWEST CONSTRUCTION INC Plans 2023-02-28 (2)
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Last modified
2/28/2023 3:45:58 PM
Creation date
2/23/2023 2:48:18 PM
Metadata
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Template:
Address Document
Street Name
RAILWAY AVE
Street Number
2320
Tenant Name
INTERWEST CONSTRUCTION INC
Permit
PW1809-013
Year
2018
Notes
CONSTRUCTION OF RAILWAY AVE ROAD AND UTILITY IMPROVEMENTS
Address Document Type
Plans
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ML <br />Sow a ' Permit #: PW1809-013 <br />Site Address: 2320 RAILWAY AVE <br />rQ. Owner: ERT LLC <br />000 App. Date: 9/10/2018 <br />#8 <br />Description: <br />CONSTRUCTION OF RAILWAY AVE ROAD <br />- AND UTILITY IMPROVEMENTS <br />- U E1" �`�J� T� ��i,U(� �'� � � �(��b157 � ± i `S i�'�i� �t��' �7i �"�%� Il�'V�L V��iUn'`.�;Li <br />- r If r . .�� - <br />1 <br />---. - ...e....- ..._ ,__. _. _ ) I111 a E1___' 111i �11101 �'1 ) 1 (1� �01N1``S) �ri'Ii�1%ic T�i�lt7 <br />i --- - - -14CI1RAV EL DRIVE ReviewedDate: <br />_ I--------ST"rffAh40LF <br />.w4 a _:. = _ = _ Office Set Job Site Set Fire Plannin Set -' <br />� RIM=14.56 _ /s� � � � -`; �'t / 9 ¢ <br />j 1 i74 <br />l IE=10.16, 12"DI Iv r, - <br />l <br />-- IE 10.31 12'DI W_ , W °' <br />- <br />d <br />NOTE: - - - I ? �g <br />m <br />uj <br />_ _ w 0 <br />_------- <br />,_RPBA REQUIRED IN ABOVE -GROUND _ - - _ - # - _ _ _ -.- _. _ _ -,, L-84.70 1 �`�� o <br />ZU0 <br />BOX D�jMESl]C. -SERVICE. DC1fA` - - -- - - - - _ ��` �_ ` ' o c=i) <br />INVAULT DOWNSTREAM OF..._ - -- - - - -- - - R d=29 40 I ,�i'�`�� e '� / v r� cn <br />IRRIDATION METER. -AR-T4 BE Y : l as as - �i i J►� � Co <br />LEGEND <br />-- -TALLED UNDER SEPARATE; PERMIT. as - - - as - - as - - - z FN - <br />a ---__ as._-._ �s-- <br />/ S <br />as - �, PROPOSED FEATURES- <br />!!1 a) N <br />> N r- <br />.� 15 _ / 2 yy- WATER PIPING W o 0 <br />T„ 8 8 `6 8 16 1 i a <br />17 a F FIRE WATER PIPING <br />5 7 _ N00°39'57"E 652.31' 181 LF <br />F- 21 LF i > - .a. IRR IRRIGATION SERVICE <br />a e <br />a 00 <br />9 e <br />I <br />W 21 LF 12 a I a e e a Q a o a s �� e ATE e 11 2 LF � W R METE o <br />N:362377.64 I -'' Z <br />Q! R <br />LF <br />t/) 135 - LF 1 1 _..._._ .___ - _ - E:1311915.21 VALVE <br />1 21 LF I. - 1 177 LF � ,y�„�•j�''' � � N GATE VA <br />4 C o ¢ <br />W i o C r_, ��1;v �. <br />W - bt w j w _ w _ w -� _ !OL w _.,_yy w �� •� ► THRUST BLOCK o 0 <br />d Ld w w <br />N:362141.28 1 -- _- _ n - <br />W 13 1 2 3 c� N:362318.30 1 59 LF CAP Q W W a <br />d <br />i - 1$ - Q w x _ <br />E:1311912.46 " - j o 10 E:1311914.52 0 o o v o cn <br />Z __ __ 5 LF , <br />``' ,� LIMITS OF DISTURBANCE <br />J N: 362132.53�N: 362136.91 -- - - - - y . <br />= E:1311912.36 E:1311912.41 E .7' I FITTING o <br />VT.-------17 - ---- - -._ ----- }$ ---------- __ _-_ _ <br />17 <br />_... �� <br />- _ I FIRE HYDRANT <br />OBTAIN TEMPORARY _. 4 ��S'G 4r <br />,i CONSTRUCTION EASEMENT, -_ 4 <br />SEE NOTE 11 THIS SHEET <br />C� �.;�N U � � �o�o�ho Z9052/ � 0200}���� � GENERAL NC}TES � w �� o <br />, <br />41 <br />Ae <br />j t 1 SEE SHEET CO1 FOR PROJECT NOTES RELATED TO WA <br />TER J � o� <br />I ION. <br />� W <br />DISTRBUT 44 <br />,1 <br />20905),21100300800 2. ALL WATER PIPING 4 AND LARGER SHALL BE THRUST <br />BLOCKED PER DETAIL D1/C4.7. <br />3. ALL FITTINGS 6" AND LARGER SHALL HAVE MEGALUG <br />RESTRAINED JOINTS. <br />ay <br />o i ■ t9 w <br />4. THE BURIED UTILITIES ON Tz <br />f HIS PLAN ARE SHOWN IN THEIR `? <br />'CID APPROXIMATE LOCATION WHERE KNOWN. OTHER EXISTING j j a <br />I I T i BURIED UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE Z > -- E <br />=` s CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND J Q °w <br />HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO � 0 <br />t p CONSTRUCTION THE CONTRACTOR WILL PROTECT, OR Q <br />IMMEDIATELY REPAIR, ANY DAMAGED UTILITY "DISCOVERED" " <br />- W_ _ - W ON THIS PROJECT WITHOUT ADDITIONAL COSTS. 9' <br />__ W -_ W -- - --- <br />I w p°� W <br />- = W __ W _. _ _ , NORTH <br />H 5. ALL WATER MAINS SHALL MAINTAIN ��A MINIMUM COVER OF <br />UTILITY PLAN 48 AND A MAXIMUM COVER OF 60 . W y <br />HORIZONTAL SCALE: 1 =20 <br />6. ALL GATE VALVES SHALL BE INSTALLED WITH VALVE BOX v <br />SCALE:1 "=20' 20 0 20 40 � N � � e <br />AND EXTENSION PER B1/C4.8. Q <br />tW- <br />7. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE ENCASED J W <br />WITHIN A POLYETHYLENE WRAP FOR ANTICORROSION m > 0 W <br />PURPOSES. W W U o <br />a a <br />8. RESTRAINED JOINTS SHALL BE USED ON ALL VALVES, PIPING, w <br />AND FITTINGS ON STUBOUTS. a <br />9. AVERAGE SPACING BETWEEN FIRE HYDRANTS ON ROAD <br />FRONTAGE SHALL BE NO LESS THAN 400'. FIRE FLOW SHALL <br />BE NO LESS THAN 1,750 GPM. <br />10. ANY PROCESS WATER SHALL FEED OFF OF THE DOMESTIC <br />SERVICE. PROCESS WATER IS NOT PERMITTED FROM FIRE <br />SERVICES. <br />OOf N Q <br />11. TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO U <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY, COORDINATE z W O) <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. <br />LO <br />m o <br />KEYNOTES _ LO <br />_ o <br />W J_ 1- II:.: o <br />1 Cc <br />8"0 CL52 DUCTILE IRON (D.I.) PIPE, SEE PLAN FOR LENGTH. = Z U M <br />z .J <br />(1) 12%2" TEE WITH CONCRETE THRUST BLOCK. z O Z <br />(1) 2" GATE VALVE. O m O <br />o <br />3 (1) 12"X12" TEE WITH CONCRETE THRUST BLOCK. Q <br />a. <br />2(1) 12" GATE VALVE. � <br />2 <br />r <br />V <br />F- <br />11 <br />W1 <br />N <br />W <br />E W <br />Z1 <br />25 <br />a <br />(1) 22.5° 12"0 D.I. BEND WITH CONCRETE THRUST BLOCK. <br />(1) 12- GATE VALVE. <br />5� <br />2" IRRIGATION METER PER DETAIL B3/C4.7. <br />20 <br />2" DOMESTIC WATER METER PER DETAIL B3/C4.7. <br />co <br />---�'" <br />8" DCDA WITH 3/4" DETECT METER PER DETAIL D3/C4.7. <br />z <br />W <br />8� <br />CAP LINE AT 2' FROM METER. <br />W <br />W <br />j <br />15 g� <br />2"0 COPPER PIPE, SEE PLAN FOR LENGTH. <br />O <br />O <br />10 <br />FIRE HYDRANT ASSEMBLY PER DETAILS D1 & D3/C4.8. <br />Ct <br />W <br />0. <br />11 <br />6" 0 CL52 DUCTILE IRON (D.I.) PIPE, SEE PLAN FOR LENGTH. <br />M <br />0 <br />10 12 <br />2" COPPER PIPE, SEE PLAN FOR LENGTH. <br />� W <br />Z <br />Q <br />13 <br />(1) 12" x 2" TEE WITH CONCRETE THRUST BLOCK <br />W W <br />Z <br />(1) 2" GATE VALVE. <br />Q <br />Z <br />J <br />5 <br />,� O <br />4, <br />CL <br />>_ <br />16+2U 115+4U 13+bu 1.5+bu 14+UU 14+1U 14+4U 14+6U 14+8U 15+UU 1b+2U 15+4U 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 <br />WATER PROFILE <br />WATER PROFILE <br />SCALE: 1"=20' <br />W <br />c F- <br />---� W W J <br />a�5- N� <br />SHEET NO. r <br />HORIZONTAL SCALE: 1 "=20' C4.2 <br />20 0 20 40 <br />� PROJECT N0. Call 81 <br />� <br />i <br />5 O 5 10 <br />VERTICAL SCALE: 15 ° two business days <br />before you dig 17754 <br />
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