HomeMy WebLinkAboutP_Sartori Elementary Conversion RENTON PERMITcrk
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Pte- wnstru ction N otify ap prop ri ate City or Co u my 48 to 72 heulTs or as req ui red by
pe rmitting ag ency before sta rti ng work o n any right-of-way i nvc vi ng a permit..
Fol low al I req ui rements as o ut I i ned by t he perrnitting agen cy_
Locate and mark all underground Lrtilifies prior to start of constTlactiOn. If th8re is a
confliict wit h t h e Emend fid t re n ch route as show n on the site plarn and existing uti I ities or
obstructions, trench route may need to be moved to opposite sm-de of street -
Co operati o n with 0 ual ity I n s pector, P u get Sound E nergy Contractor, City or Cou City
authorities during Pre -const ructi an meeting ~mill determine the filnal trench route_
2. Exisfi ng Utiphti es
Hand exi�avate (pothole) a I I marked utility cressi ngs to verify a>uact Iocatiorl and depth
at pollnt cf crossing. Protect runderground Atitles during excavwion. lass hand
excavati on m ethods if necessa ry to avoid da mage. Fablicaite aIn d i n sial I adequate
temporary st ructu res to su pport an d p rotect u n der g rou nd util ifilr s vwhi I e ex posed d u ri ng
const ruction_
M all utas n 6" m 1 nl m u m rA arance at crDssi ng s b etween exi ski ng LAilities and new d u ct
instalIaticns. Transition trench ortun net profile gradually as mauired at crossings.
M ai ntai n 24" mi n i mu m sepa ration betwee n n evw trench or to n nate and pafal lel existi n g
inti kities or as req u 1 red by the permit agen cy_
n the eve nt of da mage to a n uncle rg rc u rid uri I its+, notify P ug -et Siound Energy at once.
Contractor ag roes to make work fo rce a n d reso u roes available -at once to P uget Soured
Energy or m unicii pal authorities to repair damage at no cost,
3. Mark Drawings
M alnteirr o site, In good condition, a complete file of all work drawings, These
d rewi ngs she I I be avai I a bl a at al I ti rhes to a Puget Sound E nerl':�y representati ve.
Corrections and changes Cnida d4i1ng the Joh shall be recorded continuolisly on these
drawings. All underground electrical facilities shall have a minirmum of 36 inches of
carer. A ny ch ange m u st be a pp roared by t h e PSE engi neer or ;) roject manager_
Fu rniah F u get Sound E rte rgy a co m pl ete Set of as built pr i nts (ffore man's espies) at the
end of the job,
4_ Safety
Provihde signs, Barri des, and traffic control in canfermarrcewviilh Doral judsdiotiors and
regu lati o n s. Rrovi de flaglg i rig and or other vehi de traffic control as needed i n
conformance with I cca I regulati c n a. ( see SPIVI # 100.4000) Prelvi de adeq uate si ginage
and p rotecti on to traffic d uri ng rlon-world rrg #you rs. Alla i main tratffjc tl oar as required by
perrrritfing agency- Provide signs and balrri cades to warn pedestrians, motorcycles and
bicyctes.
nstal I warns n g ham cad -es at I east every 60 feet al ong the t rench route from the time th e
trench i s opened u nti l the trenr hi ng is complete.
5_ Existing Systems
Maintain existing el ectri cal systam in service. until n Fw system i:5 cam plete, tested, and
read y for service- Di s-ahle exi sl i ng syster'n c n l y to make cutove. rs and W n n errs ores a8
d i reated by Puget Sound Energy's r e prosen ative_
P r avid a to m pore ry vwi ri ng and con n epi c n s to mafntali n exi sti ng syste ms in service during
construction; if a scheduled outage is not possible. When work rnust be performed on
energized equipment or circuits, use qualified personnel for such operations.
EARTHWORK
See Puget Sound Energy SRM 6800.4050
1. Back hoe. Hand Dug Excavations
Paved Surfaous
ut t h e ed ges of the trench prior to d I gg I ng. U se t he n ar rowest bucket pre l or plow
off t h e edge of paved su rface fa r enough to m i nimize as phalt di stc rbance. Repai r an y
blow out areas (where edge has been broker.) by sawing. The depth of the trench shall
be e n o u gh to al low 36" of cover , Sackti l I material shall be Conti-olled Density Fi l l (CCF)
cover or select fill (518" min us) to meet permit requirements.
Unpaved Surfaces
Cc nd u it/cable t re n ch es a re to be excavated just off the existing Toad edge or ire the
s h ou I der of the road be h i nd t h e existi ng di (ch I ine . Contractor shall u se a barb Igoe with
the narr o west width bucket pract i cal or plow. Trench shall deep enough to alrow a
mi n i m u m of 38" of cover over the top most ca ble_ All d itch crossi Ings shawl I have a
mi n I m u m of 36" rover from the lowest paint within the existing di itch II no.
C ulverts- when in sta I I i ng faaci I iti as u1 nder a culvert, excavation mi a st i>-- ti I led wit h packed
cru sh rock. I f a Cry c u I vert is da m ag ed it wi I r be repai rod or replaued in accordance with
permitting agency and contractors responsibility_
poi I s shall be removed q u i ckly to mi n i mite bl coking of traffic, Al I spoi I s and wastes
become the property of the wnrtraotor immediately upon removal. Remove spoils end
wastes pro m ptl y to an approved disposal site. Remove s pdls (DDntai n i ng asphalt or
concrete tc a disposal site s pecifi tally approved for such materitals. Proyi de P Tet
Sound Energy vwRh a disposal receipt fa r all spoils -
2. Backfill
Unpaved Road Surfaces
Backh I I for u n paged road crossi rigs she I I consi st of 1-112" to -1 i72" material compacted
to 054 density. Backfill for unpaved road sections shall consist of narlive material
compacted to 95 density.
At the end of each wQrkday, backfill or plata all trench, rem aill spoiJs and clean
roadw~ray surface of large hazinr�tous dehris,
3. Surface Restoration
Unpaved Surfaces
Restore g roan d sufface to o rig i na I Ionto u r. Restore to odg i nal condMon or better.
4_ Landscaping
Arrange and perform work to minimize i M pact to existing landscaping. Restore
land ping that has been disturbed during the course of work,. )including seeding of
ba n ks a n d ti Ills. Vaults set i n bank a real may rewire re-slopi ng -the spa rrou ndi nq land to
avoid sloug hire g. Leave a rea 1 n its ori+gi nal state or better at they end of construction.
H and dig it req ui red to p revert damage to tree roots.
=� I R., T�1�Ir' � rE�N � 1� 1�� Cj:� �00
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GENERAL OVERHEAD KI TE -
1. Poles, oonductors, devices to be installed per PSE Stendalyds & Specificaticns.
2_ Pol es a re to be i nsta l l ed or relocated as staked.
3. All new pales set shall be the class i ndiceted on tt-,e sketch or better.
4. Install ground plate assembly on all now poles_
5. 1 nstall grid nil tubers c n all new and exi sti ng poles as shown on sketch.
0. Treats all field-dr111ed poles with copper- Naphthenarte wood preservative.
7. Uustornerill3eveloperto coordinate between utilitiels.
S. All new and relocated pries -location-s- to be appr-oved by Ding Co.
.ELECTRICAL
1. Conduit
Go n d u it for in stat l ation 1 in u npaved areas sha l l be 2"I 3" -V', ar 8" PVC 08120 or 2"F 3"F 4"F or 0"
0 B 12 0 for d i rent burial. M ai ntsi n 6" mi rri m urn core r above top conduit at all fi mes or as requi red
by the pe rrnitti rig agency,
Where conduit is routed from road edge to vault location maintain 38" minimum cover above top
co n d u it at a[I ti mes or a s req ui red by th a perm itti ng agency. Bends shall be m ado with as long a
radius as possible (43" minirnum). Avoid remaking sharp bends or finks ire conduit during
installation. 0 Mai ri enact locati on of conduit entrance i rrto gra u It from Puget Sou nd E nervy Mote
penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stubthe
4" or 6" PVC Z"-3" into vault interior and grout between the conduit and vault well. Leave a 10'
m 1 ni m o m of extra p u I I rope i n each end of i nsta I I ed rend•,Ait where 4" or 6" PVC is i n sial led and
cap con d uit to prevent the entry of dirt and m of store.
Arrange work so conduit pl ays d i rest I y off reel i nto trench Place t he Gond wit i n the trench as
st raig lit as possi bl e. Avoi d ire rti cal a n d horizonta l " snakiog" of the oondult. All u Itiple conduit runs
may be stacked vertically- Wbera QQndulit ripest be pUlled through a trench Wallow a crosshng
under an existing utility, -cap conduit end before pulling to avoid contamination. If a kink occurs,
cut t he cond uit a h ead of ki n k a n d spa ice to new cared uit to centin ue run.
. Underground PIi many Cable
Primary cable zhalI be 110 Alum Sal Jacketed Cable rated for 15 ICV service with a polyethylene
Jacket- Pri ma ry cable s h all be 61 st ra n d 7 50 M CM alu mr nu m oon ductor rated for 1.5 KV seMoe
with a copper tape neutral condudor and polyethylene jacket_ A 410 copper neutral shall be run
with each 3 phase circuit of 750 M M,
Install cable into existing or new conduit systems using approved installation equipmerrt.
Approved equipment i n c1 udes either ca bl a pul ler s a ndio r vabl a puslrers_ Pulling sorbs shall be
no n -can d u ctive or si mi lar m ate ri a 1. Steel pc I I Ing socks arL- prem bited , Bare steel cable steal I not
be used to pull cable. Cable pulling equipment (winches, `joist, drivers reels, etc-) shall be
equipped with i n: tru mentati ori to continually monitor and - ecofd peak tension encountered during
a pul 1. Befo re ire sta I I i ng cable, obta i n rated poll i rig tense or for cabl e f roar Puget Sound E navy.
Do not exceed roti ng at any ti Arse d uri ng i nstallat i on. Notify Pu get Sound Ene r9y i rr mediate) y if
pulling toncion equals or exceeds rating (521V18571bs for 110 or 56001bs for 750 _) Uo not exceed
mi ni rn u m bend rad i us of cabs o o r i m pose ki n acs or sharp beads on cable duri rig pill I i rig operati ons.
I nstall ca bl e d 1 rectly oft reel wit ho ut d ragg i rig it on t he g round. Appl y Puget Sou nd Energy
approved lubricant to cable continually during pulling to reduce pulling tension and to permit future
removal.
nst al I ad eq uate amou nts of 314 " pl ywood on existi ng sidewalk a rens to support pal Iling eq u 1 pm errt
and prevent un -necessary+ damage to sidevwalk$,
Train and coil cables in vaults as required to form a smoogh transition from condoit to termination.
it term i nat ions a re to be performed by oth a rs, cos 11 S' of cable in vault and c,,ap oral
3_ Terrnirnations and Splices
n sta I I approved termi nations o n ambles i n accorda n m wits Puget Sound E n ergy SRfyl 2247.5115-
5119- Unless otharwise directed, approved terminations -%Wil be load break elbows in vaults and
cold s h H n k pi n to rmi n als o n polo d sers per Puget Sound Ene rgy SPM 2247.0317_
Splice cable with approved splice kits in vaults, harm hales or similar enclosures, Do not splice
cables in runs between vaults. Gee Puget Sound Energy SPM 32 3.2075-20713.
4. Concrete Vaults
rn=aVata, install base materiel, and compact base material in accordanreWith Puget Sound
Energy SPM 6775.040.
Install and seal precast sect i en s in acr*irdance with Puget Sound Energy+ SPM 6775.0040- Use
precast neck and shaft sections to bring manhole entrance- to proper elevation. Install manholes
plumb_ Set the top of each manhole to finished elevation or no higher than 6" abave existing road
Oevat ion. I nstall h i I I hol ders as req utred on sketchy or DY 00nstru cti on n rtes.
5. Grounding
rrstaal I g rou rid rod per Pug at So u nd E n orgy S P M 6275.6100 at each vault i n which pri rri ary cable
1 s term 1 dated. Locate rod in trench excavation wherever possible to obtain maximum driven depth
i n r rid i st u rbed sei I. C o n nett each g ro u rid i ridivid oa I I y to ground loop i nside vault with bare no, 2
copper jumper or to Concentric neutral at each splice vault location. Minimum grounding
requirement is o grounds per m Ile.
6. Existing Underground Primark+ Cable (if appiicable)
A ba n don existi ng pri m a ry ca ble i n place. Cut off c ICJ cable- ends i n.si de vau It flush with veal 1.
Befofe cutting, pigtaiI concentric neutral strands and conned to ground loop inside vauIt, Return
sera p cable and exi sti rig ca blie to gs to P Liget Sou n d Energy. Remove or 11111 exi sti rag vaults. as
required by permitting agency.
7. Traffic Control
All traffic control to wnnply with current specification 1n AA.tJ.T.C.D.
OVER HEAD CJ FSC L) IT MAP (2M E040, 088)
SCALE:: 6" = 1 MILE
TE -
DEVELOP ER TO PROVI L) E ALL C I' Vi L WOR K; TO AND i NCLUDI N
EXCAVATION. BACKFILL, SHORING, TRENCH MAINTENANCE,
ANDI N G FOR DUCT, ELECT 510' C R U SH FC R UN D E R VAULTS,
COMPACTION, ALL HARDS URACE RESTORATION AND RFLAT ED
LANDSCAPINGLANDSGAPING RESTORATION. (DEVELOPER TO PROVIDE
TEMPORARY EXCALATION PLATING G (I F REQUIRED) .
EROSION & SEDWENT CONTROL REQUIREMENT
ERC Sl O N & SEDI M ENT CONT ROL S HA., -L B E PER PS E STANCARD P RACTICE
-0150.3200 TECHNI12UES FOR TEMPORARY EROSION & SEDIMENT CONTROL
8. ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS.
(LO CAL JURISDICT10NS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURE5
ARE T C B E I NSTALLE 1), CROSS SECTV0 N D ETAI LS O F THE TYP I CAL ERC SI0 N
STRUCTURES: & SPECIAL REQUIREME=NTS FOR WORK IN SENSITIVE AREAS.)
LEGEND
- EXIST. 10 VIRE
- - - - PR EX IST. 30 WR E
- - - Ex DYING ECON DARY S EM 0C E LINE
- - - - - NEW TR EtOH LIN E
-
EXISTINGRIGHTOFWAY
EMSTING PROPERTY LINE
EXIS71NG CENTER LINE
EXI 71 NG CCIODU070R TO E!= REMOVED
PROPO$Ell) PULL VAULT
® PROPD:�ED-PADMOLJN7 TRA.1'N SFORMER
® EXISTING FADMCKJNT TRAW4 FORMER
J -Bo
NEW POLE
EXISTING POLE
1 DISCONNECT - FLJGr-D
D DISEONNEDT - UN FUSED
>
ENLISTING UG (RISER
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NEW UG RISER
Cr-
DOWN Guy
EXISTING S_ML- (LIGHT
HANDHOLE
FOREMAN (CHECK BOX 'WHEN GOWLETEO)
❑ F� E�4'Pr�rartl GQ�K€d4'•���UR ED 61�rk fnaa Irl) In �4 E�'`�FE Cartdbor
❑ CKd. Cobb. and Swkh Auff t h% INSTALLED d VERFIEd.
Q Fbl i C?mro4n RED-LINI`u on Fs,I„ L
Q Fr mlial VIERIREP and GHMGES no"Lon paporwat
❑ T*4I PRIMARY Cabla nam on As -but
Q Q15nWr3y I0#'is RECOR OEC m carred In uIi;l n on M-buR
Q trndkim rorrarl FUSE!!�IiE an p!�R._yr�IFrpmpar P -ME
❑ D"tion6 noted on Ihu A�hult and Ihrnh rSmE,:.n•
❑ I -to rft That &* xvrx partorr_•ud rm00 PIE Mandords a n a p 4*&L,06
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SITE PLAN
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MATO f-1 L I E SEE PACE 4
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0.140 Ibs Max
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EXCAVATION; t
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MID # 76132-13 1IJ
SITE CONSTRUCTION NOTES:
P02- 31811 GA 66174 (EX ISTING)
INSTALL 3" SES RISER ON STANDOFFS (R6S3CSS) 6042.1000
iP03- 31806-166174 WUS nNIaf
INSTALL '3" SEC RISER ON STANDOFFS (RIS3C5S) 0442.1000
AT EMI, EM2
STUB OUT 2-6' AND .2-4" CONDUITB
INSTALL ELECTRONIC BALL MARKER (MID: 7660rS01)
au It & Eq u ipment Table
Excavated UUt Pile!
ROADSIDE: 46" Typioal
(Rower, ci�ar., Argil 24" Min — l
Final Grade Corr munimuons�
k. 24' Mirrl
Separalilmn
I Lyp bilin
Min 1 Lr Smpafatlon�
4V
Flax 6` Min Sand Cove:'
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OM,pm T9lophor!e 24 'L-Prrnary P -:.m
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TRENCH EXCAVATION DETAIL
NOT TO SCALE
NOTA ln�4a ll 12" sha-dong
if th a backfill Carrtaii.n5 rockS
areelerthan 10' dia_
TYPICAL POLE WITH RISER DETAIL
NOT TO SCALE
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Vault Bite ASE UILT IN FORMATION
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