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HomeMy WebLinkAboutP_Utility_Design_101105503_V1_170711GENERAL 1. Pre -construction Notify appropriate City or County 48 to 72 houirs or as required by permitting agency before starting work on any right-of-way involving a permit. Follow all requirements as outlined by the permitting agency. Locate and mark all underground utilities prior to start of construction. If there is a conflict with the intended trench route as shown on the site plan and existing utilities or obstructions, trench route may need to be moved to opposite side of street. Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County authorities during Pre -construction meeting will determine the fiinal trench route. 2. Existing Utilities Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 6" minimum clearance at crossings between existing utilities and new duct installations. Transition trench or tunnel profile gradually as required at crossings. Maintain 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. In the event of damage to an underground utility, notify Puget Sound Energy at once. Contractor agrees to make work force and resources available .at once to Puget Sound Energy or municipal authorities to repair damage at no cost. 3. Work Drawings ai drawings. Maintain on site, in good condition, a complete file of all work d s. These g drawings shall be available at all times to a Puget Sound Energy representative. Corrections and changes made during the job shall be recorded continuously on these drawings. All underground electrical facilities shall have a minimum of 36 inches of cover. Any change must be approved by the PSE engineer or [project manager. Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the end of the job. 4. Safety Provide signs, barricades, and traffic control in conformance with local jurisdictions and regulations. Provide flagging and or other vehicle traffic control as needed in conformance with local regulations. (see SPM # 100.4000) Provide adequate signage and protection to traffic during non -working hours. Maintain traffic flow as required by permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and bicycles. Install warning barricades at least every 50 feet along the trench route from the time the trench is opened until the trenching is complete. 5. Existing Systems Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable existing system only to make cutove:rs and connections as directed by Puget Sound Energy's representative. Provide temporary wiring and connections to maintain existing systems in service during construction; if a scheduled outage is not possible. When work must be performed on energized equipment or circuits, use qualified personnel for such operations. EARTHWORK See Puget Sound Energy SPM 6800.4050 1. Back hoe, Hand Dug Excavations Paved Surfaces Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow off the edge of paved surface far enough to minimize asphalt disturbance. Repair any blow out areas (where edge has been broken) by sawing. The; depth of the trench shall be enough to allow 36" of cover. Backfill material shall be Contlrolled Density Fill (CDF) cover or select fill (5/8" minus) to meet permit requirements. Unpaved Surfaces Conduit/cable trenches are to be excavated just off the existing (road edge or in the shoulder of the road behind the existing ditch line. Contractor sthall use a back hoe with the narrowest width bucket practical or plow. Trench shall be deep enough to allow a minimum of 36" of cover over the top most cable. All ditch crossings shall have a minimum of 36" cover from the lowest point within the existing diitch line. Culverts; when installing facilities under a culvert, excavation must be filled with packed crush rock. If any culvert is damaged it will be repaired or replaced in accordance with permitting agency and contractors responsibility. Spoils shall be removed quickly to minimize blocking of traffic. /All spoils and wastes become the property of the contractor immediately upon removal. Remove spoils and wastes promptly to an approved disposal site. Remove spoils containing asphalt or concrete to a disposal site specifically approved for such materiials. Provide Puget Sound Energy with a disposal receipt for all spoils. 2. Backfill Unpaved Road Surfaces Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1//2" material compacted to 95% density. Backfill for unpaved road sections shall consist of native material compacted to 95% density. At the end of each workday, backfill or plate all trench, remove all spoils and clean roadway surface of large hazardous debris. 3. Surface Restoration Unpaved Surfaces Restore ground surface to original contour. Restore to original condition or better. 4. Landscaping Arrange and perform work to minimize impact to existing landscaping. Restore landscaping that has been disturbed during the course of work, including seeding of banks and fills. Vaults set in bank areas may require re -sloping the surrounding land to avoid sloughing. Leave area in its original state or better at the end of construction. Hand dig if required to prevent damage to tree roots. 8,11A PRIOR I� ZL MWE NPIA ME' r CQ90' OOLe ger H :-J,], FD Ut LF � 3XIM V 00 TF� ��7s�"����dTr�� GENERAL OVERHEAD NOTES: 1. Poles, conductors, devices to be installed per PSE: Standards & Specifications. 2. Poles are to be installed or relocated as staked. 3. All new poles set shall be the class indicated on the sketch or better. 4. Install ground plate assembly on all new poles. 5. Install grid numbers on all new and existing poles as shown on sketch. 6. Treat all field -drilled poles with copper Naphthenate wood preservative. 7. Customer/Developer to coordinate between utilities. 8. All new and relocated poles -locations- to be approved by King Co. ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120 or 2", 3", 4", or 6" DB120 for direct burial. Maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Bends shall be made with as long a radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the 4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10' minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and cap conduit to prevent the entry of dirt and moisture. Arrange work so conduit plays directly off reel into trench.. Place the conduit in the trench as straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs, cut the conduit ahead of kink and splice to new conduit to continue run. 2. Underground Primary Cable Primary cable shall be 1/0 Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene jacket. Primary cable shall be 61 strand 750 MCM alumiilnum conductor rated for 15 KV service with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run with each 3 phase circuit of 750 MCM. Install cable into existing or new conduit systems using approved installation equipment. Approved equipment includes either cable pullers and/or gable pushers. Pulling socks shall be non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not be used to pull cable. Cable pulling equipment (winches, 'hoist, driven reels, etc.) shall be equipped with instrumentation to continually monitor and (record peak tension encountered during a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy. Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if pulling tension equals or exceeds rating (828/16571bs for 1/0 or 5000lbs for 750 .) Do not exceed minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations. Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy approved lubricant to cable continually during pulling to reduce pulling tension and to permit future removal. Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment and prevent un -necessary damage to sidewalks. Train and coil cables in vaults as required to form a smooth transition from conduit to termination. if terminations are to be performed by others, coil 15' of cable in vault and cap end. 3. Terminations and Splices Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115- 5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317. Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice cables in runs between vaults. See Puget Sound Energy:SPM 2233.2075-2076. 4. Concrete Vaults Excavate, install base material, and compact base material in accordance with Puget Sound Energy SPM 6775.0040. Install and seal precast sections in accordance 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" above existing road elevation. Install hillholders as required on sketch or by construction notes. 5. Grounding Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2 copper jumper or to Concentric neutral at each splice vault location. Minimum grounding requirement is 4 grounds per mile. 6. Existing Underground Primary Cable (if applicable) Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall. Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as required by permitting agency. 7. 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DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATTING (IF REQUIRED). EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL & ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES ARE TO BE INSTALLED, CROSS SECTI ON DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) LEGEND - - 4I4 EXIST. 101 WIRE - - - - k EXIST. 30 WIRE - - - - - EXISTING SECONDARY SERWICE LINE NEWTRENCH LINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING CENTER LINE EXISTING CONDUCTOR TO BE REMOVED © PROPOSED PULL VAULT PROPOSED PADMOUNT TRAiNSFORMER Q EXISTING PADMOUNT TRANSFORMER JD J -Box • NEW POLE O EXISTING POLE 1 DISCONNECT - FUSED 0 DISCONNECT -UNFUSED D EXISTING UG RISER 10- NEW UG RISER E-- DOWN GUY EXISTING STREETLIGHT HANDHOLE Vicinity Map Manager., Brad Elkin Cell Phone: 425-495-6489 E -Mail: brad.elkin@pse.com "Locates Required" Yes No For contacts below dial 1 -888 -CALL PSE (225-5773) CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES -uu,ages nequ,red" Yes No "Flagging Required" Yes o REAL ESTATE/EASEMENT RW# PERMIT PERMIT# 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR Brad Elkin 425-495-6489 05/15/17 1 ENGR - POWER Brad Elkin 425-495-6489 05/15/17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer Sed Gas \Wk Ctr WA IN/A POWER WK CTR CSPSKIEN DRAWN BY Guy Rider 425-449-9596 05/15/17 CHECKED BY Ni , k p Si 1/4 SEC NW17 T23N R05E OF MAP N/A PLAT MAP N/A APPROVED BY FOREMAN 91 U -MAP NO (POWER) 2305EO66 OH CKT MAP 2305EO40 UG CKT MAP 2305EO66 CIRCUIT NO GRA -17 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES N/A N/A NIA N/A CONTACT N/A N/A N/A N/A PHONE# N/A NA N/A N/A PUGET SARTORI ELEMENTARY SCHOOL SCH 73 SOUND OVERHEAD TO UNDERGROUND CONVERSION ENERGY 315 GARDEN AVE NORTH, RENTON 98057 INCIDENT MAOP N/A N/A Elect Order Ga N Order 101105503 SCALE PAGE NOTED 1 of 4 318136-166182 WORKZONE E 41 D A� X806 S 406 401 E. -b - ILE 1002 /318129- 6163 318129-166183 o ....... ---..._ .....................---....-o ..... 318129-166196 25kVA 1 1240v 25kVA 120/240V �.-_...-...—.. ....- ...... __.............. = SL1023949 N 4TH ST SL102395 N 4TH ST j SL1023946 i 350 . 318120-166175 318121-166181 350 318116-166174 346 318116-166182 4 X6239 346 340 351 340 338 337 318103-166180 336 335 318102-166180 332 2 4 50kVA 1201240v 330 318096-166174 0 330 329 LU Q � 326 318089-166 326 4 318088 166174 315 318088-166180— 322 3x25kVA 1201208v 323 314 —Q 315 318074 166174 314 2 310 318069-166179 25kVA 1201240v 0 18071-166158 4 T1204 1206 15OkiA 1201208v 301 318067166178 1200 300 318062-166160 i.. 2 8 3Q 100kVA 120/240V ' r; 318062-166161 ,i' ! \ 1 318057-166178 318061-166207 75kVA 1201240v 3 80601166173 318061 166191 ' 0kVA 1201240v 75kVA 1201240v ....................................................................... 166150 ._.-._._...................................... ...... _ N E UTRAt'1...................................................................... .-__. 318055-166180 1009 ... ............._........_� 318055-16 63 a----- ......................_........_.._....._....... .... ..... 318050-1661 1 318049-166178 250 �j•- D 5T 1201 250 UNK Y48 8050166190 318048-1661 0 247 1 1207 1211 240 rA 240 0 238 IUNIVERSAL MAP (2305E066) SCALE: 1" = 50' UNDERGROUND CIRCUIT MAP (2305E066 SCALE: 1 " = 50' I0w .li.dliupl Wl p u i.Nnf, wsl��l�i llhl,l' REAL ESTATE/EASEMENT RW# PERMIT PERMIT# 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR Brad Elkin 425-495-6489 05/15/17 1 ENGR - POWER Brad Elkin 425-495-6489 05/15/17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer Sect Gas Wk CtrPOWER N/A N/A WK CTR CSPSKIEN DRAWN BY Guy Rider 425-449-9596 05/15/17 CHECKED BY f j LA 4-,1115/ � 1/4 SEC NW17 T23N R05E OP MAP N/A PLAT MAP N/A APPROVED BY a9S(�Yu S •23• FOREMAN #1 U -MAP NO (POWER) 2305EO66 OH CKT WAP 2305E040 UG CKT MAP 2305E066 CIRCUIT NO GRA -17 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES N/A N/A N/A N/A CONTACT N/A N/A N/A N/A PHONE# N/A I NA I N/A N/A PUGET SARTORI ELEMENTARY SCHOOL SCH 73 SOUNDGas OVERHEAD TO UNDERGROUND CONVERSION ENERGY 315 GARDEN AVE NORTH, RENTON 98057 NCH/NT MN AP Order Elect Order N/A 101105503 SCALE PAGE NOTED 2 of 4 N A U096039511 @— — — 351 PARK AVE N APT D 1-3' COND 1-3' COND B035897992 \ 337 PARK AVE N 331 PARK AVE N APT D&— _ — — B032122196 335 PARK AVE N APT D / 8032358737 SITE PLAN MATCHLINE SEEPAGE4 SCALE: 11"= 20' 9no Internal vault ground installed by manufacturer Heigtht Adjusting Three 3' Sq . ..:............1..........: or ATiti-Skid Doors ._.: .._. 11,600 lbs Max A v` K . 11'-4" Min 4/0 CU 11'-10" Max \ \ S-1 0" Min 6 6'-4" Max TOP VIEW Rock IN 2" 1 56,. SIDE VIEW Excavation - 32-1/2 cubic yards VAULT AND EXCAVATION DETAIL NOT TO SCALE 42" MID # 7906630 OR 9996167 MINIPAD TRANSFORMER NOT TO SCALE MID # 7662010 SITE CONSTRUCTION NOTES: P02- 318116-166174 (EXISTING) INSTALL 3" SEC RISER ON STANDOFFS (RIS3CSS) 6042.1000 P03- 318096-166174 (EXISTING) INSTALL 3" SEC RISER ON STANDOFFS (RIS3CSiS) 6042.1000 AT EMI, EM2 STUB OUT 2-6" AND 2-4" CONDUITS INSTALL ELECTRONIC BALL MARKER (MID: 7668)501) Vault & Equipment Table t /.i.Y:yli11�5 „1 IA ,. <ik 6, i 61 FRONT TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS 2" 17711 61 - 6" Crushed T-6" Ground Lino 6' Minimum above common neutral. n even with The common neutral for xcordary. 20' DB 120 Conduit p4 10, (Overall) 8. Schedule 80 Min Conduit A z4": Schedule 80 Berl Common Neutral Note: 56edule 80 conduit shall .Mend a minimum of B' above and 12" belay ground lire. TYPICAL POLE WITH RISER DETAIL NOT TO SCALE Mt IIu Excavated Dirt Pile ROADSIDE 48" Typical (Power, Gras, and 24" Min < �\ Final Grade Communications) t \ 24" Mim \\ \\i\\ REAL ESTATE/EASEMENT PERMIT Separatimn �j�"' RW# PERMIT# NOTE: Install 12' Shading 3 FUNCTION CONTACT PHONE NO DAT 36"if the backfill contains rocks 2 PROJECT MGR Brad Elkin 425-495-6489 05/15 Min Separation A " � p Min % greater than 10" die 1 ENGR - POWER Brad Elkin 425-495-6489 05/15 M12 Cover > \, REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/F %\ 481, /,, COUNTY Emer Sect (Gas Wk Ctr POWER WK CTR 1DRAWN BY Guy Rider 425-449-9596 05/15 Max j��\\ 6" Min Sand Cover KING N/A N/A CSPSKIEN CHECKED BY ({ti_ y— S SI Over Power Conduits 1/4 SEC OP MAP PLAT MAP yyS Sz T MA/17 T94M Pf F: MIA, nun rnorssna n. (When Present) Approximate '--Primary Power Cable TV 24' 2-6" and 2-4" Station & Grid Vault Size ASBUILT INFORMATION Site DETAIL NOT TO SCALE Offset From Number & Cover Foreman -Complete Vit Center STA 24+69 318105 36"X42"X38" Vol Unistrut HH 44 RT 166190 MATID: 7663001 STA 25+78 318116 5'110"X11'4"X5'0" VAULT PV1 51 RT 166191 W//3-3' Sq A S Doors :MATID: 9996167 Ground Lino 6' Minimum above common neutral. n even with The common neutral for xcordary. 20' DB 120 Conduit p4 10, (Overall) 8. Schedule 80 Min Conduit A z4": Schedule 80 Berl Common Neutral Note: 56edule 80 conduit shall .Mend a minimum of B' above and 12" belay ground lire. TYPICAL POLE WITH RISER DETAIL NOT TO SCALE Mt IIu Excavated Dirt Pile ROADSIDE 48" Typical (Power, Gras, and 24" Min < �\ Final Grade Communications) t \ 24" Mim \\ \\i\\ REAL ESTATE/EASEMENT PERMIT Separatimn �j�"' RW# PERMIT# NOTE: Install 12' Shading 3 FUNCTION CONTACT PHONE NO DAT 36"if the backfill contains rocks 2 PROJECT MGR Brad Elkin 425-495-6489 05/15 Min Separation A " � p Min % greater than 10" die 1 ENGR - POWER Brad Elkin 425-495-6489 05/15 M12 Cover > \, REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/F %\ 481, /,, COUNTY Emer Sect (Gas Wk Ctr POWER WK CTR 1DRAWN BY Guy Rider 425-449-9596 05/15 Max j��\\ 6" Min Sand Cover KING N/A N/A CSPSKIEN CHECKED BY ({ti_ y— S SI Over Power Conduits 1/4 SEC OP MAP PLAT MAP yyS Sz T MA/17 T94M Pf F: MIA, nun rnorssna n. (When Present) Telephone 2-,V'—J '--Primary Power Cable TV 24' 2-6" and 2-4" (When Present) A TRENCH EXCAVATION DETAIL NOT TO SCALE U 0. B028856000 329 PARK AVE N i i B029034179 323 PARK AVE N APT D 1-3' COND 1-3' COND 166174 B029186291 315 PARK AVE N 'U B031738415 B021174730 303 PARK AVE N APT D MATCH LINE SEE PAGE3 �'\ 1-...- 13 -- IIAPN 722400 0595 ( 330 PARK AVE N DS I I. IDS IDS AF'N 722400-0590 326 PARK AVE N Ii i ii )5~ 1 3 X 25kVA DATION DS 2-4' f 2-2' (MAIN LINE TRENCH) ILTi DS I J '722400 0580 4 PARK AVf:'. N SITE PLAN SCALE: 1 " = 20' 318049 166178 650 SITE CONSTRUCTION NOTES: P06- 31 &088-166174 (EXISTING) INSTALL 3" SEC RISER ON STANDOFFS (RIS3CSS) 6042.1000 P07- 3181074-166174 (EXISTING) INSTALL 3" SEC RISER ON STANDOFFS (RIS3CSS) 6042.1000 AT EM3 STUB OUT 2-6" INSTALLELECTRONIC BALL MARKER (MID: 7668501) AT EM4 STUB OUT 1-4" CONDUIT INSTALL ELECTRONIC BALL MARKER (MID: 7668501) Vault & Equipment Table CURB OR EDGE: OF PAVEMENT — — 5' MIN 5' MIN .3' MIN I I I 3, TYP. PAD MIN y & TRANS- FORMER COOLING Approximate ASBUILT INFORMATION_ CONDUIT SCH 80 LENGTH Design (ft) FINS Station & Grid Vault Size ASBUILT INFORMATION Site Offset From Number & Cover Foreman -Complete 90° 45° 1 220 Vit Center AREA PV1 + 6 STA 20+47 318063 4'8"X7'X5' Vault 1 J01 33.5 RT 166188 w/ 2-3' Sq Anti -Skid doors 6 2 1 560 Emer Sled Gas WkCtr N/A1 N/A MATID: 9996162 2 Guy Rider STA 22+41 318082 36"X42"X38" 2 V02 OP MAP N/A 1 Unistrut HH APPROVED BY J01 49.5 RT 166190 1 10 U -MAP NO (POWER) 2305EO66 OH CKT MAP 2305EO40 UG CKT MAP 2305EO66 MATID: 7663001 J01 CURB OR EDGE: OF PAVEMENT — — 5' MIN 5' MIN .3' MIN I I I 3, TYP. PAD MIN y & TRANS- FORMER COOLING CONDUIT SCH 80 ASBUILT INFORMATION_ CONDUIT SCH 80 LENGTH Design (ft) FINS ASBUIILT INFORMATION SIZE (in) Qty LENGTH Design (ft) —3'MIN — REQUIRED I 5' MIN WORK SPACE 90° 45° 1 220 1 110 AREA PV1 + 5' MIN ACCESS / DOOR 10' MIN — ��— ACCESS J DOOR CONCRETE PAD - I ROAD OR PARKING AREA CURB (OR EDGE OF PAVEMENT y MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE NEW 2-6" NEW i 2-4' I I PV1 I I NEW I 1-3" I NEW 2-6' PO2 � I r----- I I I P03 II I I U I I NEW I 1-3' NEW I I I I I NEW I 1_3" I I I I I P06 0 I I I I I II P07 A& I I I l NEW NEW 1-3" I I I II I II I II I II I II I CONDUIT DIAGRAM SCALE: NONE — NEW 1-4' M4 NEW 2-4" PRIMARY CABLE & CONDUIT TABLE ROAD SIDE (PREFERRED) 3' MIN 0 0 3' m 3' MIN MIN o ® o 6' MIN FIELD SIDE (PREFERRED) CLEAR WORKING SPACE FOR VAULTS NOT." TO SCALE LOCATION CONDUIT SCH 80 ASBUILT INFORMATION_ CONDUIT SCH 80 LENGTH Design (ft) BENDS ASBUIILT INFORMATION SIZE (in) Qty LENGTH Design (ft) Vol P02 BENDS 135 Forefman- Complete FROM TO 90° 45° 1 220 1 110 Actual Amount Installed (Conduit & Cable) PV1 EMI 6 2 35 1 1 V02 P07 1 3 PV1 EM3 6 2 1 560 Emer Sled Gas WkCtr N/A1 N/A 2 2 Guy Rider EM2 J01 4 2 560 OP MAP N/A 1 2 APPROVED BY J01 EM4 4 1 10 U -MAP NO (POWER) 2305EO66 OH CKT MAP 2305EO40 UG CKT MAP 2305EO66 CIRCUIT NO GRA -17 J01 J02 4 2 15 JOINT FACILITIES ARRANGEMENTS J02 V01 2 1 455 2 N/A 2 CONTACT J02 V02 2 1 230 2 N/A 1 2 N/A SECONDARY CABLE & CONDUIT TABLE LOCATION CONDUIT SCH 80 ASBUILT INFORMATION_ SIZE (in) LENGTH Design (ft) BENDS _ Foreman - Complete FROM TO 900 1 45° 220 110 Actual Amount Installed (Conduit & Cable) Vol P02 3 135 2 425-495-6489 Vol P033 1 135 2 V02 P06 3 130 2 1 REV# V02 P07 1 3 1 130 2 1 N/A REAL ESTATE/EASEMENT PERMIT A\AHF DCO nn i'ru I U1 C)1 O W oil 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR Brad Elkin 425-495-6489 05/15/17 1 ENGR - POWER Brad Elkin 425-495-6489 05/15/17 REV# DATE BY' DESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer Sled Gas WkCtr N/A1 N/A POWER WK CTR CSPSKIEN DRAWN BY Guy Rider 425-449-9596 05/15/17 CHECKED BY N - LU /L-- s/u/171 1/4 SEC NW17 T23N R05E OP MAP N/A PLAT MAP N/A APPROVED BY 2> -NS rl - FOREMAN #1 U -MAP NO (POWER) 2305EO66 OH CKT MAP 2305EO40 UG CKT MAP 2305EO66 CIRCUIT NO GRA -17 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES WA N/A N/A N/A CONTACT N/A N/A N/A N/A PHONE# N/A NA N/A N/A PUGET SARTORI ELEMENTARY SCHOOL SCH 73 SOUND OVERHEAD TO UNDERGROUND CONVERSION ENERGY 315 GARDEN AVE NORTH, RENTON 98057 INCIDENT N/A MAOP N/A Gas Order N/A Elect Order 101105503 SCALE NOTED PAGE 4 of 4