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HomeMy WebLinkAboutContract 58231-CO5CSC No. 58231-005 DEVELOPER -AWARDED -PROJECT CHANGE ORDER IPROJECT NAME: Landing at Creekside Phase 1 CHANGE CONTRACT: Water, Sewer, Drainage, Paving and Street Light Improvements ORDER No ICFA# 21-0104 1 CITY PARTICIPATION:I YES CITY PROJECT # 103525 5 IFID # 30114-0200431-103525-EO7685 I FILE # W-2805 INSPECTOR: Jesse Davis Phone No: 817-863-3705 PROJECT MANAGER: Sandip Adhikari Phone No: 817-392-8424 CONTRACT UNIT I WATR ER SE E PAVING I LI NTRA I CODAYSCT �ost evetoper 1, I PeREET Developer Cost City Cost City Cost Developer Cost City Cost Developer CostNAGCity Cost cost City Cost ORIGINAL CONTRACT $228,474.00 40 I EXTRAS TO DATE 0 I CREDITS TO DATE 0 I CONTRACT TO DATE $228,474.00 $0.00 40 I IAMOUNT OF PROP. CHANGE ORDER $ 9,500.00 0 I REVISED CONTRACT AMOUNT $237,974.00 $0.00 40 I TOTAL REVISED CONTRACT AMOUNT PER UNIT $0.00 $0.00 $0.00 $0.00 $237,974.00 REVISED COST SHARE Dev. Cost: $237,974.00 City Cost: $0.00 TOTAL REVISED CONTRACT $237,974.00 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 10-12-2011 Pagel You are directed to make the following changes in the contract documents: I CITY BID ITEM I I I I I DE ER I PAY ITEM # QUANTITY UNIT ITEM DESCRIPTION UNIT PRICE CITY COST COST TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS I 10* I 3441.1771 I 1 I EA I Furnish/Install 120-240 Volt Single Phase Metered Pedestal I $ 9,500.00I $ $ 500.001 $ 9,500.001 Total Unit V -Street Lighting Improvements $ I $ 9,500.00 $ 9.500.001 Asterisk (*) indicates a new pay item number. REASONS FOR CHANGE ORDER REVISE STREETLIGHTS PER AS -BUILT CONDITIONS THIS CHANGE ORDER DOES NOT IMPACT CITY COST PARTICIPATION RECOMMENDED: APPROVED: APPROVED: LJA ENGINEERING, INC Lennar Homes of Texas Land Conatser Construction and Construction TX, LP LGi{10iDh /Cls� Brock tCu,Qurry By, Landon King (Mar 8, 20240 :04 C5T) By � 59�ST) By crock Huggins (Mar e,T cox as�cs� Name: Landon King Name: Jennifer Eller Name: Brock Huggins Title: Sr. Proiect Manager Title: Authorized Aqent Title: President APPROVAL RECOMMENDED: APPROVED: APPROVED AS TO FORM AND LEGALITY: CFW - Water Department, DSWS CFW - Assistant City Manager CFW - Assistant City Attorney Spy Y �. e 8� nmar . chc (M­.maa.r DT' By: BV'Danae rgnao By. Name: Subv Varuqhese Name: Dana Burqhdoff Name: Richard A. McCracken Title: Engineering Manager Title: Assistant Citv Manager Title: Sr. Assistant City Attorney RECOMMENDED: ATTEST: CFW - *Contract Compliance Manager Contract Compliance Manager (Project Manager): V By signing I acknowledge that I am the person responsible By: Bv: for the monitoring and administration of this contract, include ensuring all performance and reporting requirements. Name: Sandip Adhikari Name: Jannette S. Goodall ❑ There are NO City Funds associated with this Contract Title: Sr. Professional Engineer Title: Citv Secretary 0 There are City Funds associated with this Contract M&C Number: 22-0694 M&C Date Approved: Auqust 23, 2022 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 10-12-2011 Page 2 UNIT I - WATER & SEWER IMPROVEMENTS UNIT II - DRAINAGE & PAVING IMPROVEMENTS SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION ®®®®®m 1R6 COVER SHEET 34 GRADING PLAN 1 ®®®®®m 2R6 SHEET INDEX 35 GRADING PLAN 2 3-4. 5. DRAFT HORIZONTAL CONTROL PLAN KEY MAP 36 37. GRADING PLAN 3 GRADING PLAN 4 6 OVERALL WATER PLAN 38 GRADING PLAN 5 7 WATER PLAN 39 GRADING DETAILS 8 9. WATER PLAN WATER PLAN ®®® HORS ®® 41R6 PAVING PLAN & PROFILE - WJ. BOAZ ROAD PAVING PLAN & PROFILE - WJ. BOAZ ROAD ® 1OR3. WATER PLAN & PROFILE - WL-1 42, PAVING PLAN & PROFILE - MEANDERING CREEK LN & HIDDEN TREASURE LN Q 11R. WATER PLAN & PROFILE - WL-1 43 PAVING PLAN & PROFILE - LANDINGS EDGE ROAD 12 WATER PLAN & PROFILE - WL-1 44 PAVING PLAN & PROFILE - MISTY SUMMIT DRIVE 13 Q 14R. WATER PLAN & PROFILE - WL-1 WATER PLAN & PROFILE - WL-2 45 46 PAVING PLAN & PROFILE - LAZY CREEK ROAD PAVING PLAN & PROFILE - GREY FALLOW STREET & IVORY KNOLL ROAD m 15R. WATER PLAN & PROFILE - WL-2 47, PAVING PLAN & PROFILE - DRAPER RIDGE DRIVE & OLD EMBER LANE 16 WATER PLAN & PROFILE - WL-2 48 EXISTING DRAINAGE AREA MAP 17 18 OVERALL SANITARY SEWER PLAN SANITARY SEWER PLAN & PROFILE - LINE A 49 50 PROPOSED DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP 19. SANITARY SEWER PLAN & PROFILE - LINE B 51 ULTIMATE DRAINAGE AREA MAP 20. SANITARY SEWER PLAN & PROFILE - LINE C 52 ULTIMATE DRAINAGE AREA MAP 21. 22. SANITARY SEWER PLAN & PROFILE - LINE C SANITARY SEWER PLAN & PROFILE - LINE C & FINE D 53 54 STORM CALCULATIONS STORM CALCULATIONS 23. SANITARY SEWER PLAN & PROFILE - LINE E 55 STORM CALCULATIONS 24. SANITARY SEWER PLAN & PROFILE - LINE F & LINE G 56. OVERALL STORM LAYOUT 25. 26. WATER DETAILS WATER DETAILS 57 58 STORM DRAIN PLAN & PROFILE - CULVERT 1 STORM DRAIN PLAN & PROFILE - SD-1 27. WATER DETAILS 59 STORM DRAIN PLAN & PROFILE - SD-1 28. 29. WATER DETAILS SEWER DETAILS 60. 61. STORM DRAIN PLAN & PROFILE - SD-1 & LAT 11 STORM DRAIN PLAN & PROFILE - SD-2 & SD-3 30. SEWER DETAILS 62. STORM DRAIN PLAN & PROFILE - SD-4 & SD-5 31. GENERAL UTILITY DETAILS 63. STORM DRAIN PLAN & PROFILE - SD-13 32. 33. CORN GEN NOTES GEN CONSTRUCTION NOTES 64. 65. STORM DRAIN PLAN & PROFILE - SD-14 STORM DRAIN PROFILES - LATS 1A1, 1A2, 181, 1132, 1C1, 1C2, 101, 1D2 66. STORM DRAIN PROFILES - LATS 1E1, 1E2, 1F1, 1F2, 1G1, 3A1, 3A2, 381 67. ® RISER STORM DRAIN PROFILES - LATS 4A1, 5A1, 13A, 13B, 13C, 14A, 14B SIDEWALK & SIGNAGE PLAN 69. SDEWALK & SIGNAGE PLAN ®® 70R5 ®m 71R5 STREET LIGHT & CONDUIT PLAN STREET LIGHT & CONDUIT PLAN 72 PAVING DETAILS 73 PAVING DETAILS 74 75 PAVING DETAILS PAVING DETAILS 76 PAVING & TRAFFIC CONTROL DETAILS 77 SIDEWALK & BFR DETAILS 78 79 SIDEWALK & BFR DETAILS STREET LIGHT DETAILS 80. STREET LIGHT DETAILS 81 SIGN POST DETAILS 82 83 STORM DRAIN DETAILS STORM DRAIN DETAILS 84 STORM DRAIN DETAILS 85. STORM DRAIN DETAILS 86 87 STORM DRAIN DETAILS STORM DRAIN DETAILS 88 STORM DRAIN DETAILS 89 90. ISWM CONSTRUCTION PLAN ISWM-T&PW DETAILS 91 ISWM-T&PW DETAILS 92 WJ BOAZ ROAD CONSTRUCTION SEQUENCING 93 94 CO FW GEN NOTES COFW GEN NOTES 95. GEN CONSTRUCTION NOTES REVIEWED lBy Santlip Atlh 6aT9:JJpm, Jan 21,-41 TI REUNION - LANDON KING Ewan h ADO �( J09C ••••• BENCHMARKS Cor BMb9104 NORTH TO SOUTH. SET IN THE SOUTHEAST CORNER OF CULVERT HEADWALL LEVEL WITH ROAD A STAMPED Cltt MONUMENT #9140 SET FLUSH WITH CONCRETE (N32.52'11 14211 W97.24'27 95487") ELEV 775 426 ON BOAZ ON W.J. BOLD ROAD APPROXIMATELY ON 0.3 MILE WEST OF OLD OAZ ROAD ROAD ON E CULVERT UNDER WJ BOAZ ROAD FORA CREEK RUNNING SOUTH SET IN THE SOUTHEAST CORNER OF CULVERT HEADWALL LEVEL WITH ROAD A STAMPED CMONUMENT 940 SET FLUSH WITH CONCRETE (N32'52'10.84253', W97'23'48 24177") ELEV 768 566 w/zeA- [ Va s/is/zofs &A-D Ixs a 11 wax s/.si/zozSuoW A J cow 7777 s/rzs/v ,�AxEH o azrzx �o11wNS i/io/za 51 s[ sms[ncxrs NNR uar c DATE REVISION BY tU+Vn ®caw.¢ soxscE/smiaixc ox . - ADAD .. SHEET INDEX Landing at CTeekside ]Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA IMI-Mna b- AU7W71h S- Sl.300 /A Ph- 4696210710 Fax WONh,Texas 7610 DESIGN EORIUNE DRAWN KLOPP FIN -F-1386 WA PROJECT 10 NT600-0163 DALE FEBRUAKY 2022 SCALE HORZ N/A wi PETER N/A PERT N/A ro�S�E cE`5 SHFE7 oa/05/2 2R6 OF 95 6HEER I ZW. xfi .-v'W" .;.:..aaL+,;Yyr�y x�-I'v"�s'3,,%.,_ S1''z-�"='r'.r�<A'.:" e' ��§.�. �,,.,,( v .; S tTs.2Y•. "�"': 4iz "�'�y Q _ N - lit' E> ' '°^�"r'iF ,.T�z� `. �i: ""` tv "`. sh ,. d�5'a r. w �""K+x�'..�''n' t�'�b''�P%sr'�` < v — 31 N Q = TYPE 18, 244V C) 01 I i o NOTES Y 1 STREET LUMINAIRES ARE TO BE INSTALLED BY A PRE -QUALIFIED W CITY OF FORT WORTH LIGHTING CONTRACTOR, I I I 2 30 4 5 w 2 INSTALLATION MUST CONFORM TO ALL Cltt CODES AND STANDARDS, OZ TYPE R4 LUMINAIRE U INCLUDING NFPA 70 I I I ——-------------� 6 1 0 30 Go 120 r 3 CONDUIT ROUTING SHOWN IO FIELD COORDINATE I — -1 — - �_ \� 09 ACTUAL ROUTING WITH OTHER UNDERGROUND UND UTILITIES I AI 4 ROADS WILL NOT OPEN UNTIL LIGHTS/SIGNS ARE INSTALLED AND OPERATIONAL I 1 I 5 CONTACT TRAFFIC SERVICES INSPECTOR 48 HOURS PRIOR TO CONSTRUCTION (817)-999-]923 I 03 12 08 13 t J 6 RESIDENTIAL FOUNDATIONS TO BE 2• FACE OF CURB TO FACE OF — — — — — 04 PIER 7. FOUNDATION LOCATION TO BE STAKED BY DEVELOPER. II 11 14 8 REFER TO DETAILS FOR TRANSFORMER AND HAND HOLE CONNECTION pEIrvISIDx BENCHMARKS: DETAILS. cwDE l - 9 GOFw BM#9104 ___�____ ON WJ BOAZ ROAD APPROXIMATELY 0.1 MILE 9 STREEi LIGHTS ARE SPACED AT MAXIMUM 300' IDEAL SPACING IS 10 15 I}P I EAST OF SAM CANTEY ROAD ON A CULVERT 200'. IAT,EL REMsoN ``\ I, UNDER WJ — ROAD FOR A CREEK RUNNING 10 CONDUITS SHALL BE SCHEDULE 80 BURIED AT A DEPTH OF 36` Iry �•*--•-•+ = 1 q 19 l // 10 NORTH TO SOUTH SET IN THE SOUTHEAST _ LANDON KING I CORNER OF CULVERT HEADWALL LEVEL WITH 11. STREET LIGHT FOUNDATIONS SHALL BE INSTALLED 5' FROM WATER (z I 9 16 - ROAD A STAMPED CITY MONUMENT #9140 SET LINES ASS%c3 -,pJCi ® s sDEwux 05 I 10 y 1 W9LT242J95487'H WITH RETE. (N32'S2.11.14211", 12 COPPER WIRE MUST BE USED av a ADD �:%� ELEV 775.426 H RO 13 0 WRACTOR TO ENSURE THAT ALL CONDUIT IS ROUTED AROUND AND LGHT LocA0.nDN 10 -1 IIVR., sro0.M D"" INu7 8 17 I I COFW BM#9110 NOT THROUGH INLET BOXES. - Mx I ON WJ BOAS ROAD APPROXIMATELY 0.3 MILE 14 ALL LIGHTING SYSTEM MATERIALS MUST BE APPROVED BY CFV/ As-eVaT c0x0morvs L Ip O 12 WEST OF OLD DI RO ROAD ON E CULVERT UNDER W J AD FORA CREEK RUNNING 7 18 SOUTH SET IN TTHE SOUTHEAST CORNER OF CULVERT HEADWALL LEVEL WITH ROAD A 1I I STAMPED CITY 21 20 13 WITH CONCRETE O(N3252'108453". NUMENT #9140 SET FLUSH -wnv W9723-4824177") L E G E N D smf D 6 19 ELEV 768 566 EXISTING e D� �° �°o� Fv�fw�°" T— I I I- ' 14 a' 1 I. ~ B/x5/xJ I(p\ D sm¢7u=Az - coxoTON wPx O--jZ STREET LIGHT 03 WATER METER II - - 6 20 rxEL wwp (5 POLE MOUNTED TRANSFORMER —CONDUIT nR Kxe a.vxlEx FIRE HYDRANT u EXISTING SIGN TRANSFORMER x� Eluxx 27 06 4 2 I ❑T II`II EXISTING OVERHEAD WIRE SG SWITCH GEAR SrREFr �uTFRSFnkTM �J pn�F B«F lnrnnnN 07 II 1 0 GROUND BOX O WOOD POLE \9l F4 ` i 1 Z �x 3 22 DATE REVISION BY PROPOSED {/f STREET LIGHT m GROUND BOX (GB) TIA ) P—GIN1-11 I IOHT oUANTOIFl BY 1H11 ARTFBIAI PTRFFT I IDHT .11-- RY 1-1 ATCH LINE SHEET 71 CONDUIT STREET LIGHT & �PLAN OT POLE MOUNTED TRANSFORMER — CONDUIT IPOLEQ.IANTITv o (IPOLEQ.DTITv ] POLETYPE tt E11 ( IARTEUALPOLETYPE TYPE SB DECORATIVE STREET LIGHT LUMINAIRETYPE6 ATBOP101 MJOLT R23X MPNLPJAO RFD325fi0] MINAIRETYPE TRDP303 MVOLT R23K MP P]A00.FD33Y/92 REGULATORY AND AT13-1MVOLTR43XMPNLPJ AO RFD32_ FOUNDATION TYPE TYPE T TI_ �I F WARNING SIGNS ❑T PAD MOUNTED TRANSFORMER OUNDATON TYPE ARMTYPE 1. Landing ng a t Cree side �-� PROPOSED OVERHEAD WIRE © CONTACTOR MttpER I `` IwMINAIREQUANTTY b ( REVIEWED 1 AR EQUaNTITY I/ TYPERiwMINAIRE 6 BySandipAdhikadIt9:92pNAJan 21,2020 Phase 1 • WOOD POLE AB CONDUIT RUN # ITYP C TYPE R4 LUMINAIRE Il (IARMQUANTITY b TRANSFORMER AND GROUND BOX LOCATION TO BE DETERMINED BY POWER COMPANY RMQUA TITY l0.E 32 CITY OF FORT WORTH UTILf1Y POLE WITH TRANSFORMER�� W TARRANT COUNTY, TEXAS INSTALL CFW SL RISER 33 1 8 4 I � �_ -., H7v-:.;,2C'�71 +F': r .tea _ w.y ;�'y'•s F- �+• ti: ,,R- * �.. .�-;r., .. t ;k's, ? .:.i:� "T'_ ra:.Y�,:rx s xT,tZ;y 3.+ - "^ E:rE4.°° -v+xtw' "�- ?S ;:``3L:x'?, . ,,y`'., . 3^`I'i- Y•`.rgc�+s �: �tbrr I,';a?a• '� U N s Do PNMxa ass sz _�- �y-_ ��� — �_— „•�-- _, Q= FPd W-,TW-76107 FRN-F-1306 34 hr.. _ -- H- DESIGN FORNNE LJA PRQIECT ID - — — - - — - TYPE 18. 244V DRAWN' KLOPP NT600-1161 4 TYPE 18, 4V — TYPE 18. 244V \ A WTE FEBRUMY 2022 NEW 120/STAL NEW GROUND BOX \l TYPE 18, 2441 ` pvE 0T rFygS SCALE METERED PEDESTAL \\ ® 16 \\ PETER E PUROY VERT N/A SHEEi 70R5 D4/Db/2. OF 95 SHEETS I rrI SUMMSRYOICONDUITAN6CAILEB ) N CONDUIT SIZE ss GTH OVERHEAD(OHI L PNO ROP EXIST (FEET) BORE IB) RENCH 1 z" 55 T 3 2 3 2" - 94 T 3 m 3 Z' T I} 2� 1T8 T 3 2" 56 T 3 Z. - L. T 3 z^ az 3 d •' n T I 0 2" 9 T 3 2" 9 T 3 u z.. I s4 T ; I m z^ ro T 3 z^ 3 D T 3 4 1. u 3 z•• - 3m T11 ; z^ s4 T 3 z" 4 T 3 n z•• - 1a T 3 1 BIG T 11 T 3 1. 9 T 3 1 T• 53 T 3 z•' - 54 T 3 z" - ; PEIrvISIDx z° T 3 cwDE 2" 60 3 i+---��,' z 35 3 TIa REMSIox L � 3_ 01 3� 2" - 101 3 _ x e_ZLANDON KING i z° - 66 3 c�N y "" 3d P � AS—TaRAV­Y 3 ssi A� CABLLTOTAIS(LFI - - f - IIT CONDUIT 1-'TRENCH= - 2-THENCH= 3618 1 _111 OUANnnES(LFI 11/4"BORE= - a ADD ® ucHT UCLA— 10 zoz 4 - AS -_LT coxomorvs 5 SI6EWAIx --y I LEGEND 2X EXISTING G t.4 STREET LIGHT �3J WATER METER O TRANSFORMER CONDUIT POLE MOUNTED } FIRE HYDRANT In� Ib EXISTING SIGN ❑T TRANSFORMER II�`II EXISTING OVERHEAD WIRE SG SWITCH GEAR 0 GROUND BOX O WOOD POLE PROPOSED --W STREET LIGHT MGROUND BOX (GB) O POLE MOUNTED TRANSFORMER CONDUIT DECORATIVE STREET LIGHT F REGULATORY AND WARNING SIGNS 0 PAD MOUNTED TRANSFORMER t� PROPOSED OVERHEAD WIRE © CONTACTOR • WOOD POLE TRANSFORMER AND GROUND BOX LOCATION TO ## CONDUIT RUN # BE DETERMINED BY POWER COMPANY 21 1 22 it I I II 24 ill MATCH LINE SHEET 70R` 2 H \ a ryN■■ 6 5 4 5 2 2 2l 19 - 1 24 �________--_______- — y 30 80 120 23 ;• 11 12 13 1 15 16 17 20 15 21 li I I Q _ 6 JJJ C 1x 3x�_ BENCHMARKS: COFW J BOAZ4 ON O BOAZ ROAD APPROXIMATELY LV MILE FEAST OF JAM ADAZ R ROAD ON A CULVERT 1J 1f1� UNDER W J SOUTH ROAD FORA CREEK RUNNING v NORTH TO SOUTH SET IN THE SOUTHEAST HFQ CORNER T CULVERT HEADWALLMONUMENT LEVEL WITH ROAD A STAMPED CITY MONUMENT #9 211 SET I I g I IPDIE QUANTITY ttRFFT IIf.HT OIIANTRIFS Rv t RUSH WITH CONCRETE. (N32'S2'11.14211 ', 2Q I RESIDENTIAL PULE TYPE W9T24'2].9548]7 - EV 775.426 FOUNDATION TYPE AreDPw1MVDLT PTAO RFD_ EL 19 B ARMTPE CREW BM#9110 AIREGUANTITY ON WJ BOAZ ROAD APPROXIMATELY 0.3 MILE I.� (TYPE RzwnnNA WEST OF OLD DECATUR ROAD ON A CULVERT r UNDER W J BOAZ ROAD FOR A CREEK RUNNING SOUTH SET IN THE SOUTHEAST CORNER OF 20 h ] ROUANTITY IRE M12 1 CULVERT HEADWALL LEVEL WITH ROAD A STAMPED CITY MONUMENT #9140 SET FLUSH WITH CONCRETE (N32'52'1084253". ' W9723.48 241 ]l-) 21 6 ix ELEV 768 566 I J y I�I 5 25 i I I a I 1 I � I I I -I 2,L I 27 1 ) 5 2 26 ----- -1 j f7i �m 1 2 3 4()5 6 / 8 I I 29 � I P/zs/z3 II II wPH II i/ia/z4 LNIsm smmluarts vER Aseuar conomoxll wPH II II REVIEWED II II lBy E.—P Atlhikan of 9:3]Om, Jan 21, 2024 f II II NOTES. DATE REVISION BY 1 STRE `ARV APRE-QUALIFIED CITY OFFORTWORTHLIGHTING CONTRACTOR STREET LIGHT QL 2 INSTALLATION MUST CONFORM TO ALL CITY CODES AND STANDARDS, CONDUIT PLAN INCLUDING NFPA 70, 3 CONDUIT ROUTING SHOWN IS DIAGRAMATIC FIELD COORDINATE ACTUAL ROUTING WITH OTHER UNDERGROUND UTILITIES 4 ROADS WILL NOT OPEN UNTIL LIGHTS/SIGNS ARE INSTALLED AND �F ,H y/YM,p ¶�p_i��1��11IIIp Landing at O/lleeks9ide OPERATIONAL. 5 CONTACT TRAFFIC SERVICES INSPECTOR 48 HOURS PRIOR TO 1I- 1I Phase1 CONSTRUCTION (817)-999-7923 6. RESIDENTIAL FOUNDATIONS TO BE 2' FACE OF CURB TO FACE OF PIER CITY OF FORT WORTH ] FOUNDATION LOCATION TO BE STAKED BY DEVELOPER. 8 REFER TO DETAILS FOR TRANSFORMER AND HAND HOLE CONNECTION TARRANT COUNTY, TEXAS DETAILS. 9 STREEf LIGHTS ARE SPACED AT MAXIMUM 300', IDEAL SPACING IS LJA Emil *ma k . 40 Soo, 3017 IN Street PNoxe 4696210710 To. CONDUITS SHALL BE SCHEDULE 80 BURIED AT A DEPTH OF 36" SNIIE 300 FPN WaN, Texes 76107 FRN-F-1305 11 STREET LIGHT FOUNDATIONS SHALL BE INSTALLED 5' FROM WATER LINES DESIGN FORTUNE LJA PROJECT ID DRAWNKLOPP NT600-0163 12 COPPER WIRE MUST BE USED 13. CONTRACTOR TO ENSURE THAT ALL CONDUIT IS ROUTED AROUND AND DATE FEBRU N22 NOT THROUGH INLET BOXES SCALE y+Pqs� 14 ALL LIGHTING SYSTEM MATERIALS MUST BE APPROVED BY CFW MI V = 11' PETER.EE�5<PUROY N/A / HTING OEPPRT NT CFW LIGHTING PPPRO 0 PROOU S LIST) VERT SHEET ® 71R5 D4/D6/2. OF 95 SHEETS