|
12' SNOHOMISH PUD EASEMENT 12' SNOHOMISH PUD EASEMENT 12' SNOHOMISH PUD EASEMENT
<br /> 4' CONDUIT,
<br /> FINISHED TYPICAL 2 3 2 3 FINISHED 2 3
<br /> GRADE .aa°aaaa aaape `<ei°<a<a<:aaea<aaa<<aa aa°aa �°<ia:e,aaic: <°°<<`:<<aC°ei ii<e e-a ia maaaaaea<<aa,a<°n°ia�i+`a•aaata°<<aa ae°a<aaQ<a`a°Ea4�eaicqa<se<�ai<<,aaa<eaa°eaa�<seai<�ae�ia!.aeia�a�aa!aQaii'a°�°ia�e<°°<<a<ii� GRADE <<°<<<<• as°aaa<<;aa aaE a<i<aj<
<br /> e�c<a<e<a°aka a acaa°asa°<a° e<
<br /> n<a<a<a+ie°aai+saa•aa°<eaaae°aaaaaan<ae<<<c <°<ecaaaac'iaa<n a <<ne«cea'<c`.<a`sc` a<a`aaaa<ca<<� <`e<ianaa<a as<aa°aa°<°a<i•ac°°aa'<a�acaa.as<aa'aaaa <<a<«ae aaaa'aaa
<br /> aaayaaa°aeaaeyi aaaaaa aaa°aaaaaai a<a<aaaaae`a a,aee°<ceaa<e`a <`�`ce`E<`_!<"a< ac<a<`asQ<ea°`c<aa`ice<i�•.`se<a�a<aaaca<aa<a< `<<a<n`<a°<ia<ae,;a<aa°aa'aaa°°<a aaaa<ae°a<aa<e°aa<° - ca<«aa'a aim°i!¢c°ep a<`aa<a<a cacao 1._9.
<br /> e<<saaaa aaa''iae<aaaa<i�aa`;aa:°aaaataaa`eeaisyi< ay`a<`s�«i°an�a as as Ee«<«e<.;. 1'-9" i`ea<`:<:'<i`<<e`°n`a<e`�` e6<:caaa a`�`«<e{i°�«°a<Q 1 -9p a< °<<`•:<«i`a<`c<e`-<°„
<br /> a ay ae°<�ea<saaa°s a°adaan as a°a«<` a - a <<•< <<. ° c ` ..a < r < c <
<br /> PER - r`"1`•`Yn_�f.�`F11`sa J� `�`�J� �: `y`s?.'!s PER �-�'�'J'-���s "!d' -J1 :�` PER ����f� y �" PER
<br /> 2'-0' �1"F }P SHEET SHEET SHEEP i * ; SHEET
<br /> C3.2 C3.2 C3.2 C3.2
<br /> 3 0' -
<br /> SNOPUD 15KV
<br /> `1
<br /> 7 POWER
<br /> O' o e O. 6' SCH. 80
<br /> < ' CONDUIT, R ,� � ,f Xs `
<br /> 6 � TYPICAL OF 2 .............................................. C' SCH. 80 isssisisi.s's:izi..
<br /> V < U-/ G. ` TYPICAL' SNOPUDSNOPUD 15KV'
<br /> POWER OF 2 1
<br /> 1 POE TELECOM c y <a' 5 POWER
<br /> POE TELECOM "POE 480V POWER 8 4' SCH. 80 CONDUIT, TYPICAL OF 2 POE 480V POWER
<br /> MINIMUM ,
<br /> ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
<br /> POE DUCT BANK SECTION T5E5.4
<br /> SNOPUD TRENCH SECTION �B� SNOPUD TRENCH SE TION C SNOPUD TRENCH SECTION D
<br /> NO SCALE E1.2, E1.3, E1.4, NO SCALE E1.2, E1.3, E1.5 E5.4 NO SCALE E1.2, E1.3, E1.5, E4.1 E5.4 NO SCALE E1.2, E1.5, E4.1, E4.7 E5.4
<br /> GENERAL NOTES
<br /> 1. FOR ALL CONDUITS PROVIDE 2'-0" STAGGER BETWEEN ROW CONNECTION JOINTS UNLESS
<br /> NOTED OTHERWISE
<br /> PROVIDE MINIMUM 4' CLEARANCE TRENCH AND VAULT DEPTHS REQUIRED IF 4' CLEARANCE 2. REFER TO SNOHOMISH COUNTY PUD ELECTRICAL SERVICE REQUIREMENTS FOR MINIMUM
<br /> BETWEEN EDGE OF VAULT AND BETWEEN VAULT AND PARALLEL DUCT BANK IS NOT AVAILABLE 2 3 CLEARANCES FROM DISTRICT UNDERGROUND LINES IN COUNDUIT TO OTHER CONDUITS,
<br /> PARALLEL DUCT BANK FINISHED PIPES AND STRUCTURES.
<br /> a+a.aa aaa'+aaa.r aaeyaa°a�iaa aayaaa��ya<<a•i aa�y«a a i',^a«a��a 6< a'��!!Qa'�a.:�a%ni��iii,�4`a<i 4aq��<i<< GRADE
<br /> < <a aaayaac:ea.as<a<a aaaa as+aa ya<aa a aa<aaa aaa° aaa°aaaa a as
<br /> na�aa+ai aaa,asa<asaa`aa��as eaaa:a yaiaa«<°a< aaaa°aaa e`,•,°i°a�aaa°a ai°aaa�aaa�ii,�a«°i�i ai°aa aaiyaa°�4
<br /> a as�����aaaan ear<aaaasia<aaaaya+aaa+ia�aa a�<��va aaaa a°��!!a ������!•i aaaa��ai�a���•���< a�a�i aaa'
<br /> PER ` PER
<br /> ' SHEET 2'-0' 2'-0' SHEET
<br /> �. C3.2 C3.2 KEYED NOTES
<br /> 7 f x^ 5'-3" f} 6� 1O PROVIDE LOW-STRENGTH FLUIDIZED THERMAL BACKFILL (FTB) MINIMUM 3' BEYOND
<br /> • `j 7 CONDUIT IN ALL DIRECTIONS PER SNOPUD TdcD GUIDELINE 4-24-6.0.
<br /> PO 10 < O2 HOT MIX ASPHALT PER SHEET C3.2.
<br /> 6_0• O a Q CRUSHED ROCK BASE COURSE PER SHEET C3.2.
<br /> DUCT
<br /> O. BANK PARALLEL O 4 POE DUCT 6 PROVIDE BACKFILL WITH 5 8 MINUS CRUSHED ROCK AND COMPACTED TO 95% OF
<br /> BANK `0® O �
<br /> MAXIMUM DRY DENSITY OR LOW STRENGTH FTB OR CONTROLLED DENSITY FILL (CDF) PER
<br /> 2' CONDUIT, SNOPUD TkD GUIDELINE 4-24-6.0.
<br /> 5 '� TYPICAL
<br /> 8 50 COMPACTED SUBGRADE.
<br /> POE POWER AND TELECOM © PER STRUCTURAL ENGINEER PROVIDE 3000 PSI CONCRETE WITH #3 REBAR SPACE HOOPS
<br /> g POE 480V G (2 CONDUITS EACH) AND LONGITUDINAL REINFORCEMENT AT 12' ON CENTER ALONG THE ENTIRE LENGTH OF
<br /> POWER OR a - THE DUCTBANK. CONCRETE SHALL EXTEND AT LEAST 4' PAST THE OUTER EDGE OF
<br /> 11 < TELECOM ` < ' ' L EACH CONDUIT.
<br /> DUCT BANK 70 PROVIDE BACKFILL AND COMPACT TO 95% MAXIMUM DENSITY. BACKFILL SHALL BE
<br /> ° a IMPORTED STRUCTURAL FILL OR EQUIVALENT SUITABLE NATIVE MATERIAL AS APPROVED BY
<br /> POE 480V POWER ` THE ENGINEER.
<br /> OR TELECOM
<br /> DUCT BANK � �PROVIDE 8 4 0 BARE CU GROUND.
<br /> 11 O9 NOT ALL CONDUITS, ENCASEMENT AND BACKFILL FEATURES HAVE BEEN FULLY SHOWN IN
<br /> THIS SECTION. THIS SECTION IS FOR DEMONSTRATING CLEARANCES FROM OTHER
<br /> CONDUITSg0 90 ENCASEMENT AND BACKFILL REQUIREMENTS.STRUCTURES. REFER TO OTHER SECTION CUTS FOR ADDITIONAL CONDUIT,
<br /> POE DUCT BANK SECTION E POE DUCT BANK SECTION F POE DUCT BANK SECTION G
<br /> E NO SCALE E1.2, E1.3, E1.4, E1.5 E5.4 NO SCALE E1.2 E5.4 NO SCALE E1.1, E1.2 E5.4 10 PROVIDE 24' EXTENSION RING FOR VAULT TO ALLOW FOR CONDUITS TO PASS UNDER
<br /> E, NEIGHBORING DUCT BANK.
<br /> 11 SEE SHEET E6.6 AND SPECIFICATIONS FOR VAULT BEDDING AND SUBGRADE
<br /> N PREPARATIONS.
<br /> Lu
<br /> IF SHEET IS LESS THAN 22x34
<br /> a REDUCE SCALE ACCORDINGLY
<br /> ui
<br /> PROJECT ENGINE L SCALE
<br /> PORT OF EVERETT DWG. N0.
<br /> i ��OA � g,� D. SIATERLIS NONE E5.4 �
<br /> Porto I V
<br /> lr a s' ,N o ATERLIS osjo7/2oz, NORTON TERMINAL DEVELOPMENT CIP "0 1-8-900-05 0
<br /> g ASSOCIATES,INC. -
<br /> ORAWN BY. CHECKED BY. & MTCA 3RD INTERIM ACTION Z
<br /> �,sµ,� w„,300 ENGINEERS-CONSULTANTS ® ELECTRICAL DETAILS MT-NT-2o2,-oz.z
<br /> "'°' ® %2i/z211 DKS ADDD m Iao e, C. SMITH S. BARTKOSKE PROJECT
<br /> I aa13u«m�palanasao (20612435022 wwvr.elcon.00m 1 �y N0.
<br /> o P.O. BOX 538 vnaea no.iemua /97/202 OKS FOR CRY REVIEW OIVAI, APPROVED
<br /> e EVERETT, WA 98206
<br /> 18300 CHRISTENSEN ROAD,SfE 330 !
<br /> 425 259-3164 SEATTLE,WA 98188 SHEET NO. 121 OF 150
<br /> N0. OA7E BY REVISION N0. DATE BY REVISION b/18/21
<br /> C
<br />
|