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HomeMy WebLinkAbout105079168_MFP1600642460' 60' 100T X3034 #2ACSRCBA40T T76472 GAS ONLY FEEDN Vicinity Map NOT TO SCALE Owner / Developer Contact Info officeATTN: LIMELITE DEVELOPMENT 14508 NE 20TH ST # 200 BELLEVUE, WA 98007 TODD KARAM 206-778-3222 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" X X X X ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. FOREMAN (CHECK BOX WHEN COMPLETED) PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. GAS PHONE CABLE TV 501944084 105079168 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 501963144 107051075 N/A 106302181 N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Perm. Service Relocation Removal Temporary Job Order Distribution Gas service HP Svc/MSA 10. 9. 8. 7. 6. 5. 4. 3. 2. 1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4" BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE. ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY CABLES PER THE CIRCUIT ONE-LINE DIAGRAM. UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER PUGET SOUND ENERGY STANDARDS. AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3) MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE. (EXCAVATION: 3' SQ.) AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT. AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE STREET LIGHT STANDARDS. ) INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES AND DATES. POWER GENERAL NOTES - PLAT PROJECT 105079168107051075SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 80' 27 2500 80 AMPS DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP Marissa Chalcraft 253-395-6965 10/23/15 Asta Bitinas 253-437-6725 10/23/15 Asta Bitinas 253-437-6725 10/23/15 Asta Bitinas 253-437-6725 10/23/15 REDT # ( RW-094266 )City of Renton LIMELITE SHORT PLAT 1Ø U/G Primary Elec L/E - 5 S/F Lots 16204 114TH AVE SE, RENTON WA 98055 PSE N/A IP 132-60 107051075 105079168 1"=50'1 OF 2 King 32 CIKNC QCSOKE NE29-T23N-R05E 212.080 212.083 2305E113 2305E136 2305E113 ROL-16 Comcast Jim Brooke 253-288-7535 Century Link Alex Harb 206-345-4476 Right-of-Way Alex Malesis 425-462-3436 PSE Marissa Chalcraft 253-395-6965 11. E-Mail: Cell Phone: Project Manager Contact Information: Manager:Marissa Chalcraft 253-395-6965 marissa.chalcraft@pse.com COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 18" MIN 18" MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 42" 45°42" 1' 45°Property LineRoad Side Top View of Mainline Trench for Single Stubout Location 3'Property LineRoad Side Top View of Mainline Trench for Pedestal or Double Stubout Location 42"45° 3' 45° STUBOUT EXCAVATION DIMENTIONS NOT TO SCALE TYPICAL NOTCH-OUT FOR TRANSFORMER, & SECONDARY PEDESTAL/HANDHOLE BACK OF EASEMENT STANDARD EASEMENT LINE ROW 10' PL 1' 4' - 5' Min. 1' 7'7' TRANSFORMER (WHEN PRESENT) MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' SITE PLAN SCALE: 1" = 50' SITE CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE ROL-16 3/9/15 184 179 200 N/A 6 N/A 184 185 200 CONSTRUCTION NOTES: P01 (316978-166502) 1988 CLASS 2-40': -INSTALL (1) 2" PRIMARY RISER ON EXISTING STANDOFF BRACKETS (RIS2CSS) -INSTALL STIRRUP (2254200 - TAP BØ) PER STD 6042.1000 -EXISTING POLE TO REMAIN -INSTALL 1Ø TERMINATION ON NEW FIBERGLASS ARM W/LINK BREAK CUTOUT - INSTALL SWITCH # T76472 CROSSINGS CONDUIT TABLE GAS POWER Length X-ING Location Size Type Qty Location Size Type Qty NO.from to (in)sched each N-S-E-W (in)sched each (ft) X01 "A"LOT 3 4 40 1 S 65 GAS MAIN ONLY 4" SCHED 40 YELLOW PVC (ft) =65 Total 4" PVC Plug /Caps =2 Remarks (Primary, Feeder, Secondary, St. Light, Gas only, etc.,) NO POWER JOINT TRENCH DETAIL Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter , install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller , install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 Primary & Secondary-Mainline Gas & Communications (NTS) NOTE: CONDUIT SHALL BE SCHEDULE 80 OR BETTER UNDER HARD SURFACE PER CITY OF RENTON REQUIREMENTS NOT TO SCALE & SURGE ARRESTOR (TSU1C1) 6043.1000 40T T76472 40T T76472 NEW BØEHD362 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) OVERHEAD CIRCUIT MAP 2305E136 SCALE: 6" = 1 MILE PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE UNDERGROUND CIRCUIT MAP 2305E113 NO TO SCALE SECONDARY 2" SECONDARY 3" PRIMARY 2" CONDUIT LEGEND CONDUIT DIAGRAM NOT TO SCALE DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP Marissa Chalcraft 253-395-6965 10/23/15 Asta Bitinas 253-437-6725 10/23/15 Asta Bitinas 253-437-6725 10/23/15 Asta Bitinas 253-437-6725 10/23/15 REDT # ( RW-094266 )City of Renton LIMELITE SHORT PLAT 1Ø U/G Primary Elec L/E - 5 S/F Lots 16204 114TH AVE SE, RENTON WA 98055 PSE N/A IP 132-60 107051075 105079168 1"=50'2 OF 2 King 32 CIKNC QCSOKE NE29-T23N-R05E 212.080 212.083 2305E113 2305E136 2305E113 ROL-16 Comcast Jim Brooke 253-288-7535 Century Link Alex Harb 206-345-4476 Right-of-Way Alex Malesis 425-462-3436 PSE Marissa Chalcraft 253-395-6965 SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE Assumed CONDUIT VOLTAGE VOLTAGE ASBUILT INFORMATION SIZE LENGTH Lot Corner SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO Design (ft)to Meter (ft)(in) Design (ft)ƒƒƒƒ(Percent)(Percent) Actual Amount Installed (Conduit & Cable) V01 H1A 350 205 3 205 2 2.6 2.7 V01 LOT 3 1/O 10 60 2 10 2 2.7 2.7 V01 LOT 4 1/O 10 60 2 10 2 2.7 2.7 V01 LOT 5 4/O 155 60 3 155 2 3.0 3.4 H1A LOT 1 4/O 60 2 3.1 3.8 H1A LOT 2 4/O 60 2 3.1 3.8 1/O UG Triplex (ft) =20 2" PVC & Bends =20 4 0.2 4/O UG Triplex (ft) =155 3" PVC & Bends =360 4 0.7 350 UG Triplex (ft) =205 Total Qts of Glue =0.9 (1/0,4/0,350) 4/0 TO METER 10" 18" 16" 13" 10" 2" SHALL BE STAGGERED CONNECTOR BARS IN THE FRONT NEUTRALS SHALL BE 18" 16" 13" 12"10" 36" 2" 10" Pedestal will accept up to six 3" conduits SEALED WITH FOAM CONDUIT SHALL BE 120 PVC CONDUIT ELBOWS TYPICAL 24" RADIUS DB SIDE VIEW WITH CONDUIT NOT TO SCALE FRONT VIEW WITH CONDUIT SECONDARY PEDESTAL DETAIL AT H1A TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts FRONT FRONTVAULT DETAIL AT V01 NOT TO SCALE Vault & Equipment Table Site Grid Vault Size Type & Size Primary Bushings Transformer ASBUILT INFORMATION Number & Cover Equipment ID Numbers Foreman-Complete in Vault LB DC (Company ID)(Include Trf Phase tapped) V01 317005 42X48X38 25KVA MP TRF 166499 Unistrut HH 120/240 1 MINU1SR 6045.1010 BØ 7663001 Matid:6247000 PRIMARY CABLE & CONDUIT TABLE CONDUIT LOCATION Size Qty Design BENDS PULL PULL Cable Design Foreman- Complete Cable Numbers from to (in) Length (ft)90°45°22°11°(lbs) Rev (lbs)Size Length (ft)A B C Manufacturer Compound Year P01 V01 2 1 80 2 40 121 1/0 AL JKT 130 EHD362 2" PVC (ft) & Bends =80 2 0.23 0.09 Qts 130 = Total 1/0 AL JKT (ft) PRIMARY CABLE Foreman Please Record Actual Amount Installed (Conduit & Cable) ASBUILT SITE SITE SECONDARY HH/PEDESTAL TABLE Site Pedestal Number of Remarks or Positions (Include phasing information) Handhole Required H1A Pedestal 3 SEPS3 - 6050.1000 BØ NOTE: CONDUIT SHALL BE SCHEDULE 80 OR BETTER UNDER HARD SURFACE PER CITY OF RENTON REQUIREMENTS 1 60' 60' N Vicinity Map NOT TO SCALE Owner / Developer Contact Info officeATTN: LIMELITE DEVELOPMENT 14508 NE 20TH ST #200 BELLEVUE WA 98007 TODD KARAM 206 778 3222 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) GENERAL NOTES - GAS (JOINT TRENCH):105079168107051075Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to two working days prior to construction. 1-800-424-5555 Notify appropriate permitting agency prior to job start (see permit requirements). Erosion and sediment control shall be per PSE Standard Practice 0150.3200 Techniques for Temporary Erosion and Sediment Control and any additional local jurisdiction requirements. Any change in route, pipe size/type, tie-in method or additional main footage must be approved by the appropriate Engineer/Project Manager. Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities. Check box on report for wire box (Test Lead) installation. Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas Operating Standard 2525.2500. To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown on this design, unless approved by the appropriate Engineer/Project Manager. System MAOP denoted by System MAOP = PSIG Install Main Valves out of traffic where possible. Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed. Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE Gas Operating Standards 2525.1200 and 2525.2300. If STW pipe involved, coordinate installation with CP Tech. ____N/A_____ Cell # ____N/A_____ . Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE Gas Field Procedures Manual 0812 and 0813. Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400. Unless otherwise noted: All pipes installed in plat to be 2" MPE-7. All crossings to be Yellow 4" PVC. All Services to be 1-1/8" PE. / denotes service stub location. (________') denotes footage between fittings. Customer to dig and backfill on private property or easement only. Trenches must conform to PSE Gas Operating Standards 2525.1500, 2525.1600 and 2525.1700. Note all recordable footages, locations and material changes on the as-built in red. Upon completion of the project send the print copy, along with the completed work order, listing crew & actual materials used to the appropriate design group. On site pre-con required before start of job. At symbol: install natural gas main piping and fixtures. Size as indicated on tables and work sketch (gas main is to parallel power system unless otherwise shown on work sketch). Inclement weather conditions may cause delays in construction times and dates. 19. 20. 18. 16. 17. 15. 14. 13. 6. 9. 11. 12. 10. 8. 7. 3. 5. 4. 2. 1. DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE Drawing Number SAP Sup Order Nbr Marissa Chalcraft 253-395-6965 10/23/15 Asta Bitinas 253-437-6725 10/23/15 Asta Bitinas 253-437-6725 10/23/15 REDT # ( RW-094266 )CITY OF RENTON LIMELITE SHORT PLAT 2" MPE-7 Gas Main Ext. - 5 S/F Lots 16204 114TH AVE SE, RENTON WA 98055 PSE 107051075 107051075 1"=30'1 OF 1 King 32 CIKNC NE29-T23N-R05E 212.080 212.083 Comcast Jim Brooke 253-288-7535 Century Link Alex Harb 206-345-4476 Right-of-Way Alex Malesis 425-462-3436 PSE Marissa Chalcraft 253-395-6965 N/A N/A N/A 21. 501963144 107051075 N/A 106302181 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A GAS PROJECT PHASE Notification #Order # Retirement Relocate SAP Superior Gas service Service/Meter HP Svc/MSA Dis. Reg. / FT Ind. MSA Ind. Service Service/Meter Service/Meter STOP TIME START TIME GAS MAIN PRESSURE & TESTING TESTED BY GAS MAIN INSTALLATION/RETIREMENT SOAP AIR NITROGEN WATER SOAP AIR NITROGEN WATER STOP TIME START TIME TESTED BY TEST RESULTS P F TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928 P F Type/Work ManufacturerPipe Size Type Est Length Act Lgth TYPE TEST / / DATE OFF PRESSURE DATE ON DATE OFF TYPE TEST PRESSURE SYS MAOPDESIGN PRESS DATE ON 2023 03/10 TEST RESULTS / / / / / / INSTALL 2"2-MPE 45' JOINT 2"2-MPE 74' Contractor: CONSTRUCTION COST CODES: Cell Phone: Project Manager Contact Information: "Locates Required" "Flagging Required" Yes No Yes No E-Mail: Manager:Marissa Chalcraft 253-395-6965 marissa.chalcraft@pse.com SITE PLAN SCALE: 1" = 30' JOINT TRENCH DETAIL Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter , install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller , install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 Primary & Secondary-Mainline Gas & Communications (NTS) SITE CROSSINGS CONDUIT TABLE GAS POWER Length X-ING Location Size Type Qty Location Size Type Qty NO.from to (in)sched each N-S-E-W (in)sched each (ft) X01 "A"LOT 3 4 40 1 S 65 GAS MAIN ONLY 4" SCHED 40 YELLOW PVC (ft) =65 Total 4" PVC Plug /Caps =2 Remarks (type of crossing) (Primary, Feeder, Secondary, St. Light, Gas only, etc.,) NO POWER 60 IP 132-60 60 PIPE TABLE - SERVICES Description of Location Pipes Design As-Built Activities from to Size Type Length Location Length Location EFV Series SCAT SS TWIN EXIST. MAIN LOT 1&2 1 1/8 MPE-7 30 ( ') SCL 2,600 SS SINGLE 2" MAIN LOT 3 1 1/8 MPE-7 10 ( ') SCL 2,600 SS SINGLE 2" MAIN LOT 4 1 1/8 MPE-7 10 ( ') ECL 2,600 SS SINGLE 2" MAIN LOT 5 1 1/8 MPE-7 100 ( ') ECL 2,600 Total SS Single 2 Total 2,600 Series 4 Total LS Single 1 Total 1-1/8" Pipe =150 Total LS Twin 1 Remarks CROSS SECTION - 114TH AVE SE (LOOKING NORTH) NOT TO SCALE CROSS SECTION - SE 162ND ST ( LOOKING EAST) NOT TO SCALE G EXIST. 2" PE IP - 14'W CL 3.5' E 8.5'13'5' 60' R/W PLANTER STRIPASPHALT S/W 3.5' W 8.5'13'5' PLANTER STRIP ASPHALTS/W G EXIST. 2" STW IP - 14'S CL 3.5' S 8.5'13'5' 60' R/W PLANTER STRIPASPHALT S/W 3.5' N 8.5'13'5' PLANTER STRIP ASPHALTS/W TOTAL INSTALL: 45' TOTAL JT: 74' CM APPROVES PARALLEL MAIN 2" MPE-7 GAS MAIN 32'E CL G Steve Mellinger 12.15.15