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Contract 60711-CO2
DEVELOPER -AWARDED -PROJECT CHANGE ORDER CSC No. 60711-0O2 (PROJECT NAME: MADERO PHASE 16 (UNIT 1) WATER, (UNIT II) SEWER, (UNIT III) STORMWATER, (UNIT IV) PAVEMENT, & (UNIT V) CHANGE CONTRACT: STREET LIGHTS ORDER No: ICFA# 22-0186 I CITY PARTICIPATION:( YES ICITY PROJECT # 104386 (CITY SECRETARY CONTRACT # 60711 2 IFID # FID # 30114-0200431-104386-EO7685 FILE # W-2897 INSPECTOR: William Toohey Phone No: 512-565-5090 PROJECT MANAGER: Sandip Adhikari Phone No: 817-392-8424 CONTRACT UNIT WATER SEWER PAVING DRAINAGE STREET LIGHTS CONTRACT Developer Developer Developer DAYS Cost City Cost Developer Cost City Cost Developer Cost City Cost Cost City Cost Cost City Cost IORIGINAL CONTRACT $1,073,257.19 $138,231.81 $956,962.00 $0.00 $3,391,141.50 $0.00 $1,283,316.00 $0.00 $344,120.00 $0.00 260 (EXTRAS TO DATE $2,904.00 $0.00 $108,912.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 ICREDITS TO DATE $0.00 $0.00 $0.00 $0.00 ($22,212.80) $0.00 $0.00 $0.00 $0.00 $0.00 ICONTRACT TO DATE $1,076,161.19 $138,231.81 $1,065,874.00 $0.00 $3,368,928.70 $0.00 $1,283,316.00 $0.00 $344,120.00 $0.00 260 (AMOUNT OF PROP. CHANGE ORDER $0.00 $0.00 ($43,980.04) $0.00 $0.00 $0.00 $47,914.00 $0.00 (REVISED CONTRACT AMOUNT $1,076,161.19 $138,231.81 $1,065,874.00 $0.00 $3,324,948.66 $0.00 $1,283,316.00 $0.00 $392,034.00 $0.00 260 TOTAL REVISED CONTRACT AMOUNT PER UNIT $1,214,393.00 $1,065,874.00 $3,324,948.66 $1,283,316.00 $392,034.00 REVISED COST SHARE Dev. Cost: $7,142,333.85 City Cost: $138,231.81 TOTAL REVISED CONTRACT $7,280,565.66 REVIEWED 1 lBy Sandip Adhikari at 9:29 am, Jan 13, 2025 J OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 1 You are directed to make the following changes in the contract documents SENDERA RANCH BOULEVARD MASTER INFRASTRUCTURE UNIT IV: PAVING IMPROVEMENTS CITY BID ITEM CFW Unit Developer PAY ITEM # # QUANTITY UNIT ITEM DESCRIPTION Price NIT PRICE Cost City Cost TOTAL 1 3211.0400 (7.37) TN Hydrated Lime (361bs/sy) $0.00 $245.00 ($1,805.65) $0.00 ($1,805.65) 2 3211.0502 (409.29) SY 8" Lime Treatment $0.00 $5.00 ($2,046.45) $0.00 ($2,046.45) 3 3213.0105 (409.29) SY 10" Conc Pvmt $0.00 $86.00 ($35,198.94) $0.00 ($35,198.94) 6 3291.0100 114 CY Topsoil $0.00 $28.00 $3,192.00 $0.00 $3,192.00 7 3292.0100 686 SY Block Sod Placement $0.00 $9.00 $6,174.00 $0.00 $6,174.00 15 9999.0044 (384) LF Saw -Cut Existing Curb $0.00 $30.00 ($11,520.00) $0.00 ($11,520.00) 18 9999.0028 15 EA TYPE II-CR 4" RPM $0.00 $6.00 $90.00 $0.00 $90.00 19 9999.0045 (822) LF REFL PAV MIRK TY I(W)(6")(SNG)(SLD) $0.00 $5.00 ($4,110.00) $0.00 ($4,110.00) 20 9999.0029 300 LF REFL PAV MIRK TY I(W)(8")(SNG)(SLD) $0.00 $5.00 $1,500.00 $0.00 $1,500.00 22 9999.0046 (51) LF REFL PAV MRK TYI(W)(18")(SNG)(SLD) $0.00 $5.00 ($255.00) $0.00 f $255.00) UNIT IV: PAVING IMPROVEMENTS ($43.980.04) 0.00 ($43,980.04) UNIT V: STREET LIGHTING IMPROVEMENTS CITY BID ITEM CFW Unit Developer PAY ITEM # # QUANTITY UNIT ITEM DESCRIPTION Price UNIT PRICE Cost City Cost TOTAL 10* 2605.3019 472 LF 2" CONDT PVC SCH 80, Bore $0.00 $55.00 $25,960.00 $0.00 $25,960.00 2* 3441.3201 1 EA LED Lighting Fixture (138W) $0.00 $950.00 $950.00 $0.00 $950.00 3* 3441.1632 1 EA Install Type 33A Arm $0.00 $550.00 $550.00 $0.00 $550.00 4* 3441.3003 1 EA Rdwy Ilium Assembly TY 18,18A,19, and D-40 $0.00 $3700.00 $3,700.00 $0.00 $3,700.00 5* 3441.3302 2 EA Rdwy Ilium Foundation TY 3,5,6, and 8 $0.00 $1800.00 $3,600.00 $0.00 $3,600.00 6* 9999.0036 2 EA Ground Box $0.00 $1050.00 $2,100.00 $0.00 $2,100.00 7* 9999.0016 472 LF 3 - #2 Copper Wire $0.00 $7.00 $3,304.00 $0.00 $3,304.00 9999.0017 1 EA Remove Foundation and Relocate Street Light $3500.00 W Assembly $0.00 $3,500.00 $0.00 $3,500.00 9* 9999.0018 5 EA Remove and Relocate Ground Box $0.00 $850.00 $4,250.00 $0.00 $4,250.00 UNIT V: STREET LIGHTING IMPROVEMENTS $47.914.00 $0.00 $47,914.00 Asterisk (') indicates New Pay Item REVIEWED lBy Sandip Adhikari at 9:29 am, Jan 13, 2025 J Revised: 12-17-2018 Page 2 REASONS FOR CHANGE ORDER This Revision pertains to Sendera Ranch Boulevard median width and street light relocations. THERE IS NO IMPACT TO CITY COST PARTICIPATION ON THIS CHANGE ORDER FORM RECOMMENDED: APPROVED: LJA Engineering, Inc G TM Sendera, LLC By: oaneieenen anl3,zozsosslcsTl By: Name: Daniel Betten, PE Name: Bobby Samuel Title: Project Manager Title: Authorized Siqner Email: dbetten(a)lla.com Email: bsamuel(cDgreenbrickpartners.com APPROVAL RECOMMENDED: CFW - Water Department By: Name: Suby Varughese Title: Engineering Manager RECOMMENDED: CFW°- `Contract Compliance Manager By: Name: Sandip Adhikari Title: Sr. Professional Engineer M&C Number: 23-0538 M&C Date Approved: 6/27/2023 APPROVED: CFW - Assistant City Manager Dana BurandoFF By: Dana eurghdoff Jan l6, 02515:2]CSC Name: Dana Burqhdoff Title: Assistant City Manaoer APPROVED: Conatser Construction �i'OL�f ffGtpplil,f By: Brock Huggins(Jan13, 513.5 Name: Brock Huggins Title: President Email: brock(a)conatserconstruction.com APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney By: Rich.,d.,Acken (Jan 15, 20251118 CST) Name: Richard McCracken Title: Senior Assistant City Attorney A01 FORT*OOd 6 9°d ' ATTEST a_e 40 Contract Compliance Manager (Project Manager): p 9 1 A M. o*oo By signing I acknowledge that I am the person responsible oe* ......... q for the monitoring and administration of this contract, include ensuring all performance and reporting requirements. Jannette S. Goodall City Secretary ❑ There are NO City Funds associated with this Contract El There are City Funds associated with this Contract REVIEWED 1 lBy Sandip Adhikari at 9:29 am, Jan 13, 2025 J OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 12-17-2018 Page 3 REVIEWED By S-dlp Arlh/Marl at 5:19 pm, Oct OS, W24 UNIT I - WATER & SEWER IMPROVEMENTS UNIT II - DRAINAGE & PAVING IMPROVEMENTS SHEET NO DESCRIPTION 39 EXISTING DRAINAGE AREA MAP &&®® R4-2. SHEETT I SEX ® R2-40 INTERIM DRAINAGE AREA MAP 5 Rdf'T--IiBRIi AL CONTROL PLAN KEY MAP 41 4 OVERALL ULTIMATE DRAINAGE AREA MAP ULTIMATE NAG AREA MAP ® 6 DEMOLITION PLAN MAP ® 43 R2-44 ULTIMATE DRAINAGE AREA MAP HYDRAULIC CALCULATIONS ®A, R3-8 RT-9 OVERALL WATER PLAN WATER PLAN ® ® R2-45 R2-46. HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS ® R3-10. WATER PLAN 47. STORM DRAIN PLAN & PROFILE - LAT 1A, SD 2, LAT 2L &LAT 2J ® R1-11 R3-12 WATER PLAN WATER PLAN ® 48 R2-49 STORM DRAIN PLAN & PROFILE - LAT 2G, LAT & LAT 2D, &LAT 2D1 STORM DRAIN PLAN & PROFILE - SD4, LAT 4A &LAT 4B ® R2-14.. R1-14. WATER PLAN WATER PLAN ® ® R2-51. R2-51. STORM DRAIN PLAN & PROFILE - SUB STORM DRAIN PLAN & PROFILE -LAT SD, LAT 5E & SOB ® R2-15 WATER PLAN & PROFILE 52. STORM DRAIN PLAN & PROFILE - SD 6 & R2-16 WA R LA & RORTE 53 54 STORM DRAIN PLAN &PROFILE - SD 6, LAT 6A, LAT 68, & LAT 6C STORM DRAIN PLAN & PROFILE - SO 7, LAT 7A & LAT ]B ® 3- 8. R3-19. ANI ARY SE R P AN & P GET - LIN A F SA ITA Y S WER PLA & RO ILE - LI E F R2-55 R2-56 STORM DRAIN PLAN & PROFILE - SO 8 & SO 9 STORM DRAIN PLAN & PROFILE - SD11 & SD10 ® N N F - N E L & R2-5] R2-58 STORM DRAIN PLAN & PROFILE - SDll & LAT 11A STORM DRAIN PROFILES - LAT 4C, LAT 5A - 5C & LAT 6D - 6G & R3-22. SANITARY SEWER PLAN & PROFILE - LINE D & & R2-59 R2-59A STORM DRAIN PROFILES - LAT 7C, LAT SA - ED, LAT 2B, SD9, & LAT 11B STORM DRAIN PROFILE - LINE PD1 24 SANITARY SEWER PLAN & PROFILE - LINE D & LINE H 60. DETENTION POND PLAN 25 26 SANITARY SEWER PLAN & PROFILE -LINE E SANITARY SEWER PLAN & PROFILE - LINE G & ®& R4-62 GRADING PLAN 27 SANITARY SEWER PLAN & PROFILE - LINE PLAN &PROFILE - LINE I & LINE J & m R4-64. GRADING PLAN ® R2-29. WATER DETAILS ® R2-65. GRADING PLAN & R2-30 WATER DETAILS AN ® R4-66 R2-67 GRADING PLAN PAVING PLAN & PROFILE - RANCHO CANYON WAY & R3-32. SEWER DETAILS ® 68 PAVING PLAN & PROFILE - RANCHO CANYON WAY & LONESOME LANE P 34 GENERAL DETAILS m R4-70. PAVING PLAN &PROFILE - SENDERA RANCH BOULEVARD 35 36 ISWM CONSTRUCTION PLAN ISM DETAILS ® R2-72 - PAVING PLAN & PROFILE - TRES TRACK TRAIL 37. CITY OF FORT WORTH GENERAL NOTES F FOR WORT 73 PAVING PLAN & PROFILE - HIERBA MORA DRIVE 38. GENERAL CONSTRUCTION NOTES 74. 75 PAVING PLAN & PROFILE - HIERBA MORA DRIVE &DUST STORM TRAIL PAVING PLAN & PROFILE - RANCHERO RODEO ROAD 76 PAVING PLAN & PROFILE - RANCHERO RODEO ROAD & TAMBOR LANE 77 PAVING PLAN & PROFILE - HORSESHOES POST ROAD 78 PAVING PLAN & PROFILE - RADRIVE PAVING PLAN & PROFILE - CORRAL EST STREET WEST 80. 811 PAVING PLAN & PROFILE - MUSTANG CANYON DRIVE 8 PAVING PLAN &PROFILE -CACTUS BLOSSOM BLVD L41&®& 4- 3. P -.1NT MAR ING 11AN 8 A D L ® ® R4-85 R4-86 LIGHTING AND SIGNAGE PLAN LIGHTING AND SIGNAGE TABLES 87 PAVING DETAILS 88. PAVING DETAILS 89. 90. PAVING DETAILS PAVING DETAILS 91 PAVING DETAILS 92 PAVING DETAILS 93. 94 SIDEWALK DETAILS BARRIER FREE RAMP DETAILS 95 STORM DRAIN DETAILS 96 STORM DRAIN DETAILS 97 98. STORM DRAIN DETAILS STORM DRAIN DETAILS 99. STORM DRAIN DETAILS 100 STORM DRAIN DETAILS 101 102 STREET LIGHT DETAILS STREET LIGHT DETAILS 103. STREET SIGN & POST DETAILS 104. ISM CONSTRUCTION PLAN 105 106 ISM CONSTRUCTION DETAILS ISM CONSTRUCTION DETAILS 107. GENERAL CONSTRUCTION NOTES CITY PROJECT NO 1043B6 EDP 30114-0200431-104386-E07685 X-27608 W-2897 MAPSCO NO 5A-B BENCHMARKS Galb9I BENCHMARK NO 1 SQUARE CUT WITH 'x IN CENTER AT BACK OF CURB BENCHMARK NO 2. 50UARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT �OPPER RIDGE ROAD. ELEV 765 5C SHEET INDEX Madero ]Phase 16 CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS LJA Mook kM III. LA M60-Centel&presa P, 4696210710 SUNe400 Dallas, Terea 752M FRN-F-1386 OESICIJ tf HPRRI6 WA PROJECT NO RAW DN HARRIS NT340-0112 o 0.47E AN 2023 s SCALE DANIEL BETTER HORZ N/A D�0""L"%'+ W SHEEf NO d4 Zd 3h26 R4-2 OF 10) SHEEfS s I REVIEWED lBy S.dip AtlM1ikan at 5:19 pm, Oct 03, TU34 3aS 388 388 38.J FP- FP= I FP= I FP= o� 8411'I 84b.6 846.3 83t.9 1 (TYPE I (TYPE 8)ry (ttPE B) (TYPE B) 28 '-� B38\ ® n 31 I k 18� 17 FP- W FP= 841'0= 8415.7 TYPE B)(n (ttTPIE B) 0 I 3 389 JM FP= 83$.7 ;TIRE A) 11 .' LJ Z 29 J FI= = FP= 8A.1 YFQ (TYPE B; HORSESHOE POST ROAD SWALE, SEE SHEET JJ FOR CROSS SECTION AND CALCULATIONS m� �TAININ WAIT NDTFx ALL PORTIONS OF PROPOSED RETAINING WALLS LEGEND R2-6 ONS, F00WAv5, ETC SHALL NOT r'4-62 J1.3 SPOT ELEVATION N EXTENDINCLUDINNTO THEARGHT-0 2 THE MAINTENANCE OF RETAINING WALLS SHALL BE THE 71 3 EXISTING SPOT ELEVATION RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH WALL PAD ELEVATION FP FINITOP jF 3 R TAINNG WALLS GREATERO THAN IN HEIGHT REQUIRE OF TC TOP OF CURB [] l R2-63 R4-64 SEPARATE BUILDING PERMITS RETAINING WALLS GREATER THAN 24" IN HEIGHT REQUIRE PLANS SIGNED AND El EDGE OF PAVEMENT 'T F OR GEO ECHNILCALENSED ENGINEER.E OF TEXAS STRUCTURAL E I EG EXISTING GROUND Z R2-65 R4-66 ROW ARROW I'll '- HSEs ----EXISTING STORM DRAIN SYSTEM �� 1 TYPICAL PAD SIZES ARE 40' X JS' UNLESS DIMENSIONED OTHERWISE ES EXPOSED BEAM m KEY 2 FINISH FLOOR ELEVATION (FF) IS ASSUMED TO BE 0 BO' ABOVE MAP VG VALLEY GUTTER O FINISHED PAD (FP) 3 ELEVATION IMUM OF 2' ABOVE THE ULTIMATE T PROPOSED GROUND 0 TOP OF WALL 1� = 600' 100YEAR FLOODPLAIN ELEVATION B PROPOSED GROUND O BOTTOM OF WALL P 4 FINISHED PAD MUST BE 0 3ABOVE THE HIGHEST POINT ON IRE 'A' LOTS 5 A MAXIMUM DRIVEWAY SLOPE OF 12% E PROPOSED GROUND ® END OF WALL (D PROPOSED STORM GRAIN SYSTEM �m 6. MAXIMUM GRADE BEAM EXPOSURE SHALL BE 18' LJ 111 J. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1.0'. PROPOSED RETAINING WALL I 8. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE LOT UNLESS OTHERWISE SHOWN INDICATES SIDE OF LOT WHERE Q ORIVEWAV MUST BE LOCATED \ l 9 ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL REPORT W2211J9-A DATED SEPTEMBER 09, 2022 PERFORMED PROPOSED ROW ' BY ALPHA TESTING, 10. MADERO PHASE 16 HOA TO MAINTAIN OPEN SPACE AND O NON -REINFORCED CONCRETE PAVEMENT - CONCRETE FLUME O �I T J\ \ Cltt PROJECT NO 104386 Q ` FID: 30114-0200431-104386-EO7685 < 2897 9J MAPSCO NO SA-B 8 1 II ¢ IJCIOW. N —h.t's CAIDOfo so sM \ ti 3ENCHMARKS. You Ui% 3RNO t. LOT GRADING TYPE A SQO AUAREE OUT WITH 'X IN CANER AT BACK OF CURB ALL DRAINAGE i0 STREET GN SOUTH SIOE OF A ROAD 2 45' WEST OF MAINSTAY WAY CENTERLINE ELEV 752 6E - B 3ENCHMARK NO 2. SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JORTH OF THE POOR OF SERRANO RIDGE AT OOPPER RIOCE ROAD. ELEV 7655C --$� `Y �'aMuc II I II I II �� ti •{ F A —PH I I c« p aMN�REVISION nzpzd IZNaGX! Tuax w�T BFuwu II c / DATE I II BY tp LOT GRADING TYPE B DRAINAGE BOTH TO STREET & REAR LOT LINE GRADING PLAN PUISHED FLOOR I R 1' RETAINING WALL FINISHED FLOOR 41 SLOPE (M.) L 0 2 _ 41 SLOPE MAX) GRADING AT SIDITYARD WALL NOT TO SCALE ROW PAD CONTRACTOR TO SLOPE FRONT YARD FROM ROW AT 17 THEN UP AT 31 T FINAL PAD ELEVATION TYPICAL GRADING CROSS SECTION NITS Madero Phase 16 CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS LJA IiI1MM(11S k- LA 6060 NO Ca .I Expressway PM 4696210710 S-400 Dallee,Tmea J52Ofi FRN-F-1386 OESNN --CRY UA PROJECT NO. OWN DUZ NT340-0112 W1E JAN 2023 *- s: SCALE Hoar 1" = a9' SHET NO u m R4-62 M 36 3836 OF 1O7 SHEETS 3 WI �mI FP—/ Z 83'I.Qep J to I jo (TYPE "'1 EBzz=O EB=O. rr FP= � 831.0 /I z1 (TYPE A)/ EB=O f FP— � I 8315.� zD I LOT GRADING TYPE B_ AINT A,I NDTFt LEGEND PWORTIONS OF PROPOSED REGAINING WALLS INCLUDING FOUNDATIONS, FOOTINGS, ETC. SHALL NOT IN 71 3 SPOT ELEVATION EXTEND INTO THE RIGHT-OF-WAY 2. THE MAINTENANCE RETAINING WALLS SHALL BE THE J1 3 EXISTING SPOT ELEVATION THE RESPONSIBILITY THE PROPERTY OWNER ON WHICH THE RETAINING WALL LOCATED. Fp FINISHED PAD ELEVATION 3. REGAINING WALLS GREATER THAN 15' IN HEIGHT REOUIRE SEPARATE BUILDING PERMITS REGAINING WALLS GREATER TC TOP OF CURB THAN 24' IN HEIGHT REQUIRE PLANS SIGNED AND EP EDGE OF PAVEMENT SEPLED BY A LICENSED STATE OF TEXAS STRUCTURAL OR GEOTECECHNICAL ENGINEER EG EXISTING GROUND NOTES. ���' FLOW ARROW EXISTING STORM DRAIN SYSTEM 1 TYPICAL PAD SIZES ARE 40' X JS' UNLESS DIMENSIONED OTHERWISE 2 FINISH FLOOR ELEVATION (FF) IS ASSUMED TO BE 0 80' ABOVE ES EXPOSED BEAM FINISHED PAD (FP) VG VALLEY GUTTER 3, FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE 100 YEAR FLOODPLAIN ELEVATION. T PROPOSED GROUND ® TOP OF WALL 4. FINISHED PAD MUST BE 0.3' ABOVE THE HIGHEST POINT ON B PROPOSED GROUND 0 BOTTOM OF WALL TYPE 'A' LOTS 5. A MAXIMUM DRIVEWAY SLOPE OF 127- E PROPOSED GROUND ® END OF WALL 6 MAXIMUM GRADE BEAM EXPOSURE SHALL BE 18". J. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1.0'. 8 ALL DRNEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE � PROPOSED STORM DRAIN SYSTEM PROPOSED RETAINING WALL LOT UNLESS OTHERWISE SHOWN 9 ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL INDICATES SIDE OF LOT WHERE REPORT W221179-A DATED, SEPTEMBER 09. 2022 PERFORMED BY ALPHA TESTING 10 MADERO PHASE 16 HOA TO MAINTAIN OPEN SPACE AND DRIVEWAY MUST BE LOCATED PROPOSED ROW CONCRETE FLUME . O NON -REINFORCED CONCRETE PAVEMENT � C71 R2-61 R3-62 EfR4-63 R4-64 R2-65 R4-66 �I 11 KEY MAP 1 " = 600' REVIEWED ley s.�er aana.,:.es FINISHED FLOOR R 1 RETAINING WALL + 2 FINISHED "11 LOOR 41 SLOPE (MAX) o T L If (MAX) GRADING AT SIDEYARD WALL NOT TO SCALE I ROW PAD CONTRACTOR TO SLOPE FRONT YARD FROM ROW AT 1% THEN UP AT 3 1 T FINAL PAD ELEVATION TYPICAL GRADING CROSS SECTION NTS CITY PROJECT NO 104386 ED: 30114-0200431-104386-EO7685 X-27608 289J MA PSCO NO 5A-B 3ENCHMARKS. 13,16—y—Nis. ;ENCHMARK NO 1. 'OUARE CUT WITH 'x IN CENTER AT BACK OF CURB 3ENCHMARK NO 2. SOUARE CUT WITH 'X' IN CENTER AT BACK OF CURB VORTH OF THE PCCR OF SERRANO RIDGE AT �OPPER RIDGE ROAD. ELEV 765 5C �6IA I DATE GRADING PLAN Madero Phase 16 CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS LJA IIdIMMt11S k- LA 6060 NONN Ca .I Expressway PM 4696210710 S-400 Oallee,Tmea T52Ofi FRN-F-1386 OESMN SWi0SC0Y WA PROJECT N0. DRAWN DIAZ NT340-0112 OAIE ,LAN 2023 SCALE I N/A W HEET NO a m R4-64 M 36 3836 OF 107 SHEE 77 JI"' IR1 83"I.0 /1 21 m 13 (TYPE B) I 1 p913 I Jy 14`:rP 30.1 y, 3 � I I.. (TYPE A)/ /� m.. N EB=D.4• MFFE 62B 6610 3C ATCH LINE SH �R4-�4 '90 'qD O a R1. ALL OR NOTES ���Mr-. IUY EB 02 1 AT 2LINE Sn a- 2gy 2qo S I 1 ALL PORTIONS OF PROPOSED RETAINING WALLS 1 INCLUDING FOUNDATIONS, FOOTINGS, ETC. SHALL NOT 36JE ] _ �� - 6-h' $ \---'•j EXTEND INTO THE RIGHT-OF-WAY (� N EB-01 'A FP 828 _27 / 2 THE MAINTENANCE OF RETAINING WALLS SHALL BE THE ,1111 $'3 5 _ _ 32 -n� 82fi= ` II�P RESPONSIBILITY OF THE PROPERLY OWNER ON WHICH .) RZ-6 R3-62 THE RETAINING WALL IS LOCATED O $315 20 ( E B) 823 p 3 RETAINING WALLS GREATER THAN 15" IN HEIGHT REQUIRE nx�d f (TYPE ) EB=02' M E=828.66 SEPARATE BUILDING PERMITS. RETAINING WALLS GREATER Ij7I 1TI Imo, O (pe EB=O. y ry THAN 24" IN HEIGHT REQUIRE PLANS SIGNED AND T,rIlL 1 't I I ~ n' - '•)% - L T OR GEEOTECHNICAL ENLICENSED INEERSTATE OF TEXAS STRUCTURAL ,y EB-0.2' FP= o PRIVATE HOA/DEVELOPER T_ - pmi Ili f R4-63 R4-64 Z FP= 1 83C7.2 OWNED AND MAINTAINED t 6.A J m j{QTE$- 19 (1VPE B \ OPEN SPACE -82fi './ - $3C), v / o N 2.306 ACRES 82J 8A a ll U 1 TYPICAL PAD SIZES ARE 40' X JS' UNLESS DIMENSIONED O m I�I ry0.- � c � � p< F MFFE-828.66 \ OTHERWISE �m • 28.5 j /2B 5 /m Q ML CG (TYPE n \ m i /� ry h\ K1 ` 2. FINISH FLOOR ELEVATION (RE) IS ASSUMED TO BE 080' ABOVE R2- V5 R4-66 m_ - 29.1� - _ 28 _ / / l �<^ FINISHED PAN (FP) p] _ �_� 10' WIDE AIMP WITH 15% m j '\\\ 3. FF ELEVAl10N SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE L��� O Wr m f I ACCESS RAMP WITH 1sR / 1 _ 100 YEAR FLOODPLAIN ELEVATION. r©0 - MAXIMUM SLOPE / Z 4. FINISHED PAD MUST BE 03ABOVE THE HIGHEST POINT ON "Go 40 80 V) 1 FP - FP= N/ I \� / / / / 1PE'A' LOTS ` I MAXIMUM $3i7 iB $3�, A MUM DRIVEWAY SLOPE OF 129. KEY MAP 10 / / �B / 6 MAXIMUM GRADE BEAM EXPOSURE SHALL BE 18". _ (D (TYPE1i A) (TPE ) I / / ) 7. DROP GARAGES ARE ALLOWED UP TO A MAXIMUM OF 1 0'. 1 • - 600 MFFE- 8.68 Ila h \ 8. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE LOT UNLESS OTHERWISE SHOWN W ==n mNlm-m Ki / M 9. ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL (n }I / REPORT W221179-A DATED SEPTEMBER 09, 2022 PERFORMED Q FP F F I EB=O. \ P= / / y : 1 BY ALPHA TESTING = 17 / 6 10. MA ERG PHASE 16 HOA TO MAINTAIN OPEN SPACE AND d PI. mf 6.B)j _ 1 1 CONCRETE FLUME. REVIEWED (TYPE ) mm M E=828.6\@@ r n By Sa diP AdhikaN at 5:19 Pm, OCT OJ, 2024J P NO INTERIM 100 �;_�- /B 1 1 LEGEND -YEPR WATER SURFACEI /D.�D9 a EB= .2' P= ELEVATION=82660 \ ' K 713 SPOT ELEVATION r FP N m Cltt PROJECT NO 104386 83 16 8 E B) / i , _- / Ji 3 EXISTING SPOT ELEVATION FID: 30114-0200431-104386-EO7685 < - - (TYPE ) a M E--�828.66 r i THIS AREA TO DRAIN TO ,/ 1 %-2897 - f mu u mT f /'��� POND, SURFACE0509. GRADED p FP FINISHED PAID ELEVATION W PSCO NO SA B DRAINAGE FACILITY/--' �� / TC TOP OF CURB MA �• 3 -. �m 30.0, �� EB=0. EASEMEM / / / \ EP EDGE OF PAVEMENT _ LOT 3X - TC=831.18 TC=•30.15 /O 31. / ' PRNATE HOA DEVELOPER i EG EXISTING GROUND J 8 t. STACK TR L ti m.PE �/`N id of / / • 1 r i r / OWNED AND MAINTAINED FLOW ARROW TC�10-yo 7.�0� MFFE=82 .66 r r / OPEN SPACE ni /I \ M��� EXISTING STORM DRAIN SYSTEM Nn M-t below:' 1.638 AC ES _ 3ENCHMARKS C. II¢efyreyPU Bi 314 _~ 3 0 50R EB EXPOSED BEAM WATER FACII� VG VALLEY GUTTER BENCHMARK NO 8 _3p O a I SQUARE CUT WITH X IN CENTER AT BACK OF CURB m 6 m I EASEMLITYENT T PROPOSED GROUND 0 TOP OF WALL GN SOUTH SIDE OF SALINGA ROAD 2 45' WEST OF \ W III MFFE=82 .66 I •,f r��,\ IIII,I� 1 I I I N \ Lq II B PROPOSED GROUND ® BOTf0M OF WALL 'AAINSTAV WAY CENTERLINE ELEV 7526E 11 4 \i o l m 5 3'I 7 E PROPOSED GROUND 0 END OF WALL BENCHMARK NO 2. E B) 0 n I \ \I\" T _ I PROPOSED STORM DRAIN SYSTEM SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB ® m f FORTH OF THE POOR OF SERRANO RIDGE AT FP= FP= N I \ -. 1 PROPOSED RETAINING WALL DOPPER RIDGE ROAD. ELEV 7655C '.§.7 3tlB FP= J I DRAINAGE EASEMENT I) E B) ( E B) $3'I . 3\ A g.0 _ TO BE ABANDONED I N INDICATES SIDE OF LOT WHERE II N C T 4 DRIVEWAY MUST BE LOCATED fi 3 (TYPE ) / 28.5 285 Imo, l -j 82� 2801 280 II MM PROPOSED ROW II 28 5 28 28-0 " '268-- - _ _ 4 / / � NON REINFORCED CONCRETE PAVEMENT 5% -6 6/3 0 �3 0/ 8 0 x - -- j3x� 26.7 /F - 285 Ai 1, 267 263 ztiJ BZ'fl "�63 /6 / 1 1 PHONED vrsm6I Asenulu -P. -D Nmwl Rn 1- II a L y -4 FLOOR I II 1c-e3! 51 c 829 21 4 =B2 .51 TC 82].21 TC=82oi Il±U2 I� llzS TC=825.7 Tc- - = 30.49 LOW POINT GH POINT TC- 2&20 f /• R mI-E I REVISION II BY 1.45 P_ EP= 9.45 EP-825.50 H' RANCHO CANYON WAY - t' RETAINING WALL GRADING PLAN _ _ _ �26.01 .. ` 1 f SN 2 -F o�FLOOR FINISHED \ , I )/�;1�)��,T/s-I �I �A 14 0 U.6U ' - \ _ `BZ5 -tl15 - 4:, SLOPE 8 6]4 � 1 (MAX) A 14 0 62 821 EXISTING GAS WELL STA 13 9 s2D54 \ � � If (M ) Madero ACCESS ROAD _ y I e SDIOHEE PUBLIC SW GRADING AT SIDEYARD WALL ]Phase 16 iI I SEE SWALE PLAN & ROFILE r �• RELOCATED GAS WELL SITE SHEET R2-56 FORS LION a ACCESS ROAD TO MATCH ALCULATIONS \ \ r NOT TO SCALE NATURAL GROUND OUTSIDE THE I \ LIMITS OF THE SD10 SWALE Z 10' WIDE MAINTENANCE a m a STA 1 13 81997 I �� \ ACCESS PATH _ I _ - ' y I z o /� k RELOCATE EXISTING CITY OF FORT WORTH ---_ -. RIGHT-OF-WAY / GAS WELL ACCESS I�lo \ EASEME<\ ROAD DENTON &WISE COUNTIES, TEXAS 1 @� I I ROW I DRAINAGE FAULTY EASEMENT w e I.A.2.R 2R PAD LJA �I�IMM� S Y10. 1A eE 5' \611.3 Nh Cen9al Expressway PMne 469 fi210]10 S-40B I' TYP SNIM400 %_ �O i p Nallee,Tmea ]520fi ERN-F-138fi DESIGN SWTMCM WA PROJECT NG. nE _,qyr PRAWN OwZ NT340-0112 CONTRACTOR TO SLOPE FRONT YARD FROM ROW OAIE J41 2023 AT 1S THEN UP AT 3.1 T FINAL PAD ELEVATION {9 J� w \'•"ten , STA 119m 818.32 - - I �\ "tPOF SCALE TYPICAL GRADING CROSS SECTION 1 _ B NTS N A / SHEET NO F- LOT GRADING TYPE A LOT GRADING TYPE B R4-66 5 ALL DRAINAGE TO STREET \` DRAINAGE BOTH TO STREET & REAR LOT LINE / / \ i / 1 M 36 3836 on OF 1O] SHEETS PAV STA 153+00.00 (31 50' LT) SENDERA RANCH BOULEVARD PAV STA 14J+16 J9 fJ SDI RT PAV STA 150+52.t6 10" CURB IN ET T =82 86 1) J4 8 SENDERA RANCH BO LEVARD J 50' PT SENDERA RANI BOULEVARD 60 53' LSo PI PAVEMENT TRANSITION ) END NON-RENFORCED CONCRETE 1) 'A GI STA 152+8980 //550' Rf ®� BEGIN SAWCUT. CURB & GUTTER REMOVAL, INSTALL PAVEMENT HEADER SErvDERA RANCH BOULEVARD (� 50' RT) 4-71 g-Z-� NON -REINFORCED CONCRETE & LONGITUDINAL BUTT JOINT PCCR PAVEMENT TRANSITION. END 6 CURB PC MEDIAN TRANSITION TC=818.85. EDGE OF PAVEMENT=818 35 TC=825 33, EDGE OF PAVEMENT=824 8J TC=829 13 / J9 0 20 40 80/H rrrrrrl I rrrrrr� L—� PAV STA t4J+8fi fi0 (2) TYPE P-1 SENDETRA RANCH° BOGLEVARDR� .1 J' RT) E I PERPENDICULAR CURB RAMP PRC MEDIAN TRANSITION ` kN III rH SENDERA RANCH BOULEVARD (2.11' RT) TC=g ] _ PC PAVEMENT TRANSITION (REF COFW DETAIL 32 13 20-D540) PAV STA 153+50 88 //J 50' LT1 EDGE OF PAVEMENT=820 11 ( ) SENDERA RANCH BOULEVARD (7.50' LT) i RANCHO CPf►ON WAY 11 SEV EAR 1140NCH SO115 50'DF(5 50' RT) PC 83DII 6 TRANSITION MEDIAN NOSE AR / 4 69 C=82599 10' E SIDEWALK BY D OPER 0 0' I — —F 6 0 j w / T 1 \\\ \ PAVING KEY MAP RELOCATED GAS WELL SIT: 0 / \ 1' = 600' a ACCESS ROAD 11 } INSTALL 594 SY E%ISTING G45 NON -REINFORCED CONCRETE AGGESSM AD 0' ROW } W EASEMENT Z M� J RANCH BOULEVARD I_-, NCH BOULEVAR _ CPN 103700 CPN 10370 M M m M EXISiBJG BACK 0 Uli i - — EXISITNG BACK OF C� h SE��O a J E/�TSTING BACK F CUR N�p34T9 BOOL+0p0 EXjI TING"BACK OF CIIkB� wf / / CP27 CP%,2'1356 �% -r� I / � // -- _ - __-- _-_- _-- - ----;_ -- - --- -_- ---- -_-___-------------- - --- ---------------- -�---- ---- -- --- - \Q1_ -- - - -� -------s------- ' --- ----------y B SENDERA IRANCHBOULEVARD (3.81' LT) \ PAV STA 151+4080 ]50' RT)) PT PAVEMENT TRANSITION SENDERA 1RANCH, BOULEVARD (30. 50' LT SENDERA RANCH BO�LEVARD (J 50' RT) TOPSOIL & BLOCK SOD PLACEMENT (TYP) EDGE OF PAVE MENT=821 O6 ) PC MEDIAN NOSE, END SAWCUT, CURB & �ENifRA RANCH �ULJEVARD END NON -REINFORCED CONCRETE GUTTER REMOVAL & LONGITUDINAL BUTT JOINT INSTALL PAVEMENT HEADER TC=825.95 PAV STA 156+65 92 (31 50' LT) SENDERA RANCH BOULEVARD EDGE OF PAVEMENT-823 43 PC PAVEMENT TRANSITION. BEGIN 6' CURB STD 10' CURB INLET TC-631 81 PI PAVEMENT TRANSITION TC=525 10, EDGE OF PAVEMEN-24 57 (1) TPE P-1 y I _ I I a 825 I m I I I 820 e8 y� - I €3 815 na I I I 810 I ,$ 805 RAMPS EADA SBY DDEVELO ER G' WIDE SIDEWALK & ADA N RAMPS BY DEVELOPER 10' WIDE SIDEWALK & ADA O RAMPS BY DEVELOPER 5' (ttP.) SIDEWALK BY BUILDER O TOPSOIL & BLOCK SOD PLACEMENT H NEIGHBORHOOD COLLECTOR Z PAVEMENT V^uF R� VALLEY GUTTER Z NOTES: 1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME D] BUILDER UNLESS OTHERWISE NOTED O 2. ADA RAMPS ARE TO BE CONSTRUCTED BY DEVELOPER AND SHALL BE TYPE P-1 PERPENDICULAR CURB RAMPS OR R-1 RESIDENRAL INTERSECTION SPECIFIED PER PLANS U 3 SEE SI E &LIGHTING PLAN SHEET R4-85 FOR DETAILS.ALL, 4. SIDEWALKS TO BE STAKED IN FIELD AND APPROVED BY LANDSCAPED ARCHITECT PRIOR TO Q CONSTRUCTION = 5. ALL ROADWAY PAVEMENT TO BE CONSTRUCTED Cl_ WITH 6-INCH CURBS CITY DETAIL D525 6 REFER TO SHEET 107 DIVISION 01 - GENERAL REQUIREMENTS FOR TOPSOIL FINISHING REQUIREMENT PER SPECIFICATION DOCUMENT 32-91-19 W CITY PROJECT NO 104386 FID: 30114-0200431-104386-EO7685 Q X-2]fi08 MA2897 PSCO NO 5A-B 1 NnnwwHnt's IJCIOW. 3ENCHMARKS'. Cal60—y—di, PERPENDICULAR CURB RAMP 3ENCHMARK NO 1. V STn 'rtOyfi� [.) REMOVE BARRICADE2& CONNECT TO EXISTING ARO (REF. COFW DETAIL 32 13 20-D540) NGTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST iQUARE OUT WITH 'X' IN CENTER AT BACK OF CURB SENDERA RAC ARD 48 HOURS PRIOR TO EXCAVATING IN THIS AREA GN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF EDGE OF PAVEMENT-823.90 PAVEMENT HEADER REVIEWED VAINSTAY WAY CENTERLINE ELEV 752 6E PRC PAVEMENT TRANSITION �ENOERA RANCH BO ARO= FORT WORTH WATER DEPARTMENT 81]-392-8296 - San Rtlhlk H T5'19 OCT 09 Z024 8 tll PAV STA 53+39 84 RANCHO CANYON WAY Y p pm, FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 BENCHMARK NO 2. FOR ALL OTHER FACILITIES WWW TEXASBII.ORG OR 1-800-545-6005 SQDARE CUT WITH 'X' IN CENTER AT BACK OF CURB SENDERA RANCH BOULEVARD JOPTH OF THE PDDR OF BERRA"° RIDGE AT �OPPER RIDGE ROAD. ELEV 765 5C 48+00 149+0( 150+0151+00 152+0( '53+0( 54+00 155+Oi56+00 57+00 '57+50 I k NI �,Z m- -E EE PLAN STAl10N5, L i I 1 + I 9S. IT— i M IT L RIWJ J ry L: 840 OF mDATE±�vFwsm USJ REVISION BY 835 PAVING PLAN & PROFILE SENDERA RANCH _- BOULEVARD 830 Lr) Madero �llllase ll� N 825 Z CITY OF FORT WORTH J DENTON & WISE COUNTIES, TEXAS = 820 Yw IA Q 8889 oM antral pressway Phone 469 fi210]10 S-400 OaIIW,— J5266 FRN-F-1386 815 — ANTOSCOY LJA PROJECT NO, DRAWN ORDAZ NT340-0112 TF WTE AN 2023 SCALE 1" 40' 810 HIRE = 11 1' - 4' <sUOg+' SHEET NO N m R4-69 m a 805 M 34 3836 OF 107 SHEETS HeLL COxTAti THE i LFISi �D� FANCH5 BOGLEVJGiDL(2.SU LTJ J4 ® LEGEND PAV STA 165+6338 80 6IT, Anxc w THIS NtM NOFR�+y,/N RDIII FVARD- 5' WIDE SIDEWALK &ADA FFOPT[Mcnv _ = 5- YAV SIA L+11U U5fi5AMtl R NC rx �z PC MEDIAN TRANSITION SENDERA RANCH BOULEVARD (3146' LT) =m. wnTEB o =0N L4 TC=834 80 G RAMPS BY DEVELOPER woBTHHoiwrSRorsTAnox/Fubuc vroBKs e�o0 FAN [ U STD 10' RECESSED CURB INLETTC=834 1J r4-� (V E _ (1) TYPE P-1 0 20 40 80 PAN' STA t65+t J.26 08a' RT) 6' WIDE SIDEWALK &ADA _ ORG PERPENDICULAR CURB RAMP SENDERA RANCH BOULEVARD (0.84' RT) € RAMPS BY DEVELOPER PAYSTA 159+"68.6�` (2 �50' L�(� OS (REF COPY DETAIL 32 13 20-0540) I- PT MEDIAN TRANSITION TRANSITION a To, WIDE SIDEWALK & ADA C, SENDERA RANCH BOUL�pAHU `L 50 tLT) d ppV STA 161+1J 66 //J 50' LT)) PAV STA 16 +2163 (.50' RT) RAMPS BY DEVELOPER SP MEDIAN RANSITION SENDERA RANCH BO LEVARp (J 50 LT) NDERA R BU EV AD (25O' RT) PAV STA 164+81 36 ( 50'D ) i IIII V --__ TC=833.82 PT MEDIAN NOSE MEDIAN NOSE LH SENDERA RANCH BO VAR ( 50 RT) 8' (ttP) SIDEWALK BY BUILDER PAV STA 159+50J1jtC84' RT C=83445 C-63508 PC MEDIAN TRANSITON, BEGIN SAWCUT, ( ® CURB & GUTTER REMOVAL & TOPSOIL & BLOCK SOD t7 SENDERA RANCH BO LEVARD 0.64 Rf) H PRO MEDIAN TRANSITION PAV STA 160+936fj 2.50' L LONGITUDINAL BUTT JOINT PLACEMENT Z TC=833 73 SENDERA RANCf1 BOULEVARD 2 50 L) PAV STA 164+00 50 fJ 50' LT) yy�� NEIGHBORHOOD COLLECTOR SPAV STA 159+1492 (J 50' RT) MEDIAN NOSE -POP SENDERA WINCH BOULEVARD ( 50 LT) ,� ��. 4- T PAVEMENT ENDERA RANCH BO LEVARD J50 RT) TC=834.44 ►NE PT MEDIAN TRANSITION 1/�i� - ONESOMF L'NE Q PC MEDIAN TRANSIPON, BEGIN SA YCUT, I 1 =BT .42 ! - -6]- Ya�v_rtER� VALLEY GUTTER Z CURB & GUTTER REMOVAL & 2 23 24 25 9 8 ] fi 5 3 2 LONGITUDINAL BUTT JOINT b �0, MAP NOTES TC=833.50 }D (1) ttPE R 1 - 600 BUILD RUNLESKS S OTHERWISE NOTEDE TO BE BY HOME O 2D , RESIDENTWL INTERSECTION rI O 1 - (REF. COFW DETAIL 32 13 0-D535) 0® (2) TYPE p_1 1 X 2 ADA RAMPS ARE TO BE CONSTRUCTED BY 4 ® tiRPENDIC AMP III "" r Ay N DEVELOPER AND SHALL BE TYPE P-1 II I O PERPENDICULAR CURB RAMPS OR R-1 CURB NAM + O 10' WIDE SIDEWALK BY DEVELOPER I (REF C( FW DETPIL 32 EPA STA 16J+J421 RESIDENTIPL INTERSECTION SPECIFIED PER PLANS. IIII 13 20-D540) r Q 1 I 5 CIH BD UD IrTOPSOIL & BLOCK SOD IL D 3. SEE SIGN GE &LIGHTING PLAN SHEET R4-85 PLACEMENT (TYP) DEM�A FOR DETAILS 4 SIDEWALKS TO BE STAKED IN FIELD AND t% APPROVED BY LANDSCAPED ARCHITECT PRIOR TO Q H 4 CONSTRUCTION. _ f )'ALLEY GU fEyWTHL 6--RINCHWAY CURES ECItt TTO BE DEfAILL D525TRUCTEO E n'-y 6REFER TO SHEET 10] DNSON 01 -GENERAL nrIOU+ u\ REQUIREMENTS FOR TOPSOIL FINISHING REQUIREMENT J f- - // \�--fIm - - - SV I. \�-� \ - -� _ PER SPECIFICATION DOCUMENT 32-91-19 Of 4/ 1b3 CITY POOECT NO 386 10' m FD 0114-020043110 10 386-EOJ685 X-2]fi08 2897 GI - \ - PSCO NO SA-B SCO DERA RANCH BOULEVARD MA SEN CPN 103J00 - INSTALL 52 BY w11} _ _ Jm TYPE "A" DRY X-2J35fi \ ` x RI-P \ -_g _-_----_,f_----- / / TPC C=MEDIAN RANCH 250 Rf)� - - - +6021 2.50' LT ------ ---- PAV STA 1�7+J421 24 SERT ® 1{nOwwM1at's )J , 1 PAV_4 __-___- -^ - -- _______________ - Nam\ sTD 1lLESES:ES5ESISURB t _(LU41If"______________+__ \\� �( -f 1�j ( ) ( Mow. PAV STA 1fi3+64qq �(fj 83 LT)) - \ � UL' �(�CH BOULEVARD (Z 50 LT) 'ENDERA RANCH BOULEVARD 425' RT; ENCHMARKS'. COIIMef-y-di, SEE SHEET 96 FOR RIPRAP GRADIATION TABLES PAV STA 160+92 J6 SENDERA RANCH BOULEVARD (3150' LT) SENDERA RANCH HU(ICE�ARD (0.83' LT) ® MEDIAN NOSE MEDIAN NOSE STD 10' RECESSED CURB INLET TC=833.95 PRO MEDIAN TRANSITION C 3 ;ENCHMARK NO 1. 0+'.', MJPAV STA 161+1J.66 //550' LT)) 83 4 m P S 1+8 1 D T� PAV STA 16J+fi421 /]50' RTRANCH BOULEVARD (5.50 LT) S E C EVA ().50" LT) 'ENDERA RANCH BOULEVARD 750' RT)QUARE CUT WTH 'X' IN CENTER AT BACK OF CURB '_ PCNMEDIAN NOSE PC MEDIAN NOSE PC MEDIAN NOSE, END SAWOUT, CURB & GN SOUTH SIDE OF SALINGA ROAD 2 45' WEST OF TC-83449 PAVSTA161+9].63 (].50' RT) PAV STA 161+9J 65 /550' RT1 TC=83394 ppV STA 166+8421 /550' LT) GMER REMOVAL & LONGITUDINALBITR JOINT 'AANSTAV WAY CENTERLINE ELEV J526E SENDERA RANCH BOULEVARD (J 50 RT) SENDERA RANCH BOULEVARD �5.50' RT) SENDERA RANCH BOULEVARD(5.50' LT) TC=83359 PC MEDIAN NOSE, END SAWCUT, CURB & pT MEDIAN NOSE PAV STA 16J+6421 550'RT 3ENCHMARK NO 2. GUTTER REMOVAL & LONGITUDINAL BUTT JOINT PTMEDI90 PT MEDIAN NOSE (( ))TC-83490 TC=—98-ENDERA RANCH BOULEVARD (550' RT) 6QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB SENDERA RANCH BOULEVARD PAV STA 16J+2421 SENOFRA RANCH ROULEVARD- PT MEDIAN NOSE JORTH OF THE PCCR OF SERRANO RIDGE AT sD( t.} Nr»ME INr 159+01 60+00 161+01 62+00 63+00 164 -00 A 016 � 011 Lu 66+00 TC=833 16J+01 68+00 =OPPER RIDGE ROAD. ELEV 765 5C A A 845 1 1 I 840 k tQ F 835 + 40, � - -- -� - -- - / - Q - +U 5L 9, ~- - -- r a 830 N �� - W Z J 825 U Q �i N 820 n$ 815 FI Bl' NG ®LT�yR�( w JET 845 - I �L roRx MERE li �F u� DATE vlcxt 1uv� REVISION BY REVIEWED I By 8andip Atlhikan at 5:19 pm, Oct 03, 2021 a 840 PAVING PLAN & PROFILE SENDERA RANCH BOULEVARD 835 Madero Phase 16 830 CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS 825 IAYw. 8080 enPe pressway Phone 469 fi210]10 SUIM40000 820 Oallee,Tmea T5206 FERN-F-138fi DESIGN SANTOSCOY UA PROJECT NO, DRAWN ORDA2 1140-1112 DATE JAN 2023 ;¢�+Y*- s: SCALE 815 IAHIEL J BETTENHoer 1" _ 41' csUOg+' SHEET NO a m R4-70 810 M 34 3036 OF 107 SHEETS �z 0 20 40 80 ilE & TYPE TREFL VAV MRK TY I(Y)(fi')(DBL)(SLO) E II -A -A 4" RPM FIGI / N STA 5 REFLPAV MRK TY1(Y)(6`)(DBL)(SLD) RANCHO VON WAY REFL PAV MRK TY I(W)(6")(SLD) AJI �I END STA 150+22 `� -----_-_---------- _ -/ ---�mllllI -------------------- -- ------ — ---— -- -- --- -- -- - — — _ -- — -----REFL PAV MRK TY I(W)(6')(SLD)---- — ----- T -- _---_ BEGIN STA 149+12-- - - - - - - - - - - - - J-IL REFL PAV MRK TY I(W)(8")(SLD) OxE NE I I 3 w FN[lVR 1`l+111fl RE AV M K Y)(6")(DBL)(SLD) END REMOVER +" REFL PAVMRK TY I(Y)(fi" DB SLD & TYPE II -A -A 4" RPM EFL PA MR TY �z--eiIIII— Is, PDD 2 ALL WAY PERDUE "�' �"'\ (R1-3P REFL PAV MRK TY I(W)(6")(SNG)(BRK) , (1) TYPE P-1 PERPENDICULAR CURB RAMP (REF COFW DETAIL 32 13 20-D540) TYPE 4'RPM .\� ul C 40LCJ z -_-_-_-_-_-_-_-_-_-_-_- _-_-_-_- _-_-_-_-_ -_ -_- _- _- -- e8 EXISTING J � BARRICADE =a REFL PAV MRK TY I(W)(8")(SLD) FAS REFL PAV A e8 EE NDICUTAR CURB RAMP COFW DETAIL 32 13 20-D540) REEL PAV MRK TY I(W)SNG)(SLD) P BARREEL PAV MRK TY I(W)(18-)(SLD) STOP BAR m REVIEWED By S.—RAtlh da15:19pm,Oct03,2,— / REMOVE AND GBTM SENDERA, LLC REUSE CC//2020 - 132253 REFL PAV MRK W I(W)(6')(SNG)(BRK) TYPE II-CR STOP SIGN OPRCDT 4" RPM I'I, III 1 � / SENDERA RANCH BOULEVARD I i ax W 4a_a7 _ - Ld -- — -- i J u I r u = CITY PROJECT NO 104386 FID: 30114-0200431-104386-E07685 H X-276DB ____________________________________________________________________�Q W-2897 ___I(W)(6")(DBNG)(SLD) ----------------------------------------------------------------------� MAPSCO NO SA-B CROSSWALIc--------------------------------- ____________ _________________________________________________ 3 q +. (, �T �H3 0jy p '"RE PAV MRK ttDl(W)(6")(SLD) WS MINERAL HOLDINGS, LLC 1{nOwwM1at's IJC(OW. REIAbVE kEFLYAV hZK W I(Y)(6")(DBL)(SLD) DOC NO. 2007 - ta3X82 FUTURE R TYPE II -A -A 4' RPM OPR.COT I��\ MADERO BENCHMARKS'. C:,)IUef—y—di, m RELOCATE EXISTING NO OUTLET SIGN TO ;ENCRNO t. STA 167+74.21 SENDERA RANCH BOULEVARD I^4/\aI �(1) TYPE P-1 OUARE OCUUT WITH 'X' IN CENTER AT BACK OF CURB I1 I I 1 PERPENDICULAR CURB RAMP JN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF (1) TYPE P-1 (REF C— DETAIL 32 13 20-D540) 'AAINSTAV WAY CENTERLINE ELEV 752 GE REFL PAV MRK TY (1) TYPE R-1 REFL PAV MRK TY I(W)(6")(SNG)(BRK) RESIDENTIAL INTERSECTION (REF COFW DETAIL 32 13 20-D535) L TYPE II-CR TAMBOR LANE 4" RPM I 1X S NEE A R NCH OULEVARD _ _ ... .................. __ __ _ __...... _ _ __ __ __ ___ ____ _ _ ____ ___ - --------------------- ------ I I TII 7 MADERO —E II-CR REFL PAV MRK TY I(W)(6`)(SNG)(BI REFL PAV MRK TY I(W)(6")(SLD) BEGIN STA 164+37 ___ — --- —�� - - -- -- -- — -- --REF�PA�TMRK-TYT((S•S(T� _------ ® EXISTING BARRICADE ONLY UON� R3-5L BENCHMARK NO 2. ALL BOUARE CUT WITH 'X' IN CENTER AT BACK OF CURB UOFTH OF THE PCCR OF SERRANO RIDGE AT �OPPER RIDGE ROAD. ELEV 765 5C -WAY R1-1 T REFL PAV MRK TY I(W)(24'�(SNG)(SLD) STOP BAR II II (1) TYPE R-1 RESIDENTIAL INTERSECTION 6 w1[ cxcumx asuwu II c (REF COFW DETAIL 32 13 20-D535; ox xl ima a u II cn o ���p mox a�Rk�gdldC bFSIMs ® DATE DATE REVISION 11 BB Y PAVEMENT MARKING • PLAN SENDERA RANCH 1sa ALL -WAY R1-1 BOULEVARD _ Madero Phase 16 I_•+-_- _ CITY OF FORT WORTH NO DENTON & WISE COUNTIES, TEXAS OUTLET IA BOfiOT OM antral pres POW —210T10 W14-2 RELOCATE LOCATION FOR EXISTING NO OUTLET SIGN S-400 Dallas, Teras 75206 FRN-F-1386 K��� C�TTPF 'MRK TY(Y)(6")(OBL)(SLD) REVUE E FIE-+ A I & TYI4' RPM DESIGN HARRIS LJA PROJECT NO. DRAWN HARRIS NT340-0112 -A -A DATE 1' 4 J2 ;`+SPY• s SCALE HORZ' 1' = 0' A LL W1Y V£R1 N/A R1 -6" YEILOW SKIP LANE LINE C oWi HE NO WITH TYPE II-CR 4" RAISED OAVEMENT MARKER PER CUIY DETAIL (32 17 23-D642) LW4% p3 34 3836 OZ R4—UJ OF 107 SHEETS ,1 \ FUTURE �MADERO I J N RE / \ DERO 1 IN t�' _I NESOME WEI 2DD 0�iX21 22 3 24 25 26 2J 28 29 30 31 /y1^Ja 14 I� -� 2 0 50 1GO 200 U�TANG CANYON DR 12 2 21 20 19 17 16 tn & 1 9 _0 15 O 11 q I 1U 2 10 5 21 I�� 150' 2UY I� 6 J 8 9 10 11 12 23 _• __ -ter—_- - • y 0 X 1,Rrcn L i�c]I Lcl / 24 i t 13 C14C 15 16l ,TITt 9 1 333666 35 34 33 32 31 7b 29 28 27 26 25 24 23 22 21 `f2 25 1 1I ) 2fi I 3 198' 0 200� 20C' S0' 108' I 1 27 I I 4 5 7 8 9 19 11 12 13 14 15 16 1� 18 19 20 _ 26 1 —� _ ---� — �yy =— —W• _�I 25 N BAFIBAC* DRIVE 29 1e — (1�9)/{ --_ — — LTV C6�( 0 36 35 34 33 3Z 31 30 29 28 27 26 25 24 23 22 21 1 20 1111 � 23 f 31 • ® � 1 I @2)0' ;06' 172' 65' Vl' 1 J 8 0 210 3 31 1 2 3 4 5 6 J 8 9 10 11 12 1,1 14 15 16 L1 - 4% 34 �2-6,`♦ 19 �5333 29 28 2J 26 25 23 22 14 15 16 1J is TYPE R4 �NAIR LUMINAIRE PE R 21 1 12 o o SIR 9 �— 1 19 11 1 0 39 9 i2� 122 G 0 3 m 8 13 18 10 { g200' 'S� _ 114 19�' _ 17 9- 4 1rj1 A42 -aI 6 15 .�/I�T _ — / TYPE R4 1 qal LUMI►11RE (1 9 40 q TYPE R4 55 \ -2 3 5 6 7 8 _ 2 3 4 1X 5- S�OOTT - 19 170' ( l 0' SO 200' 8� PROPOSED �- GROUND BOX LOCATION roR NOTES: STREET CROSSING T PAD MOUNTED TRANSFORMER SYMBOLS ARE SHOWN LARGER DUE TO GRAPHIC SCALE. 2. FINAL TRANSFORMER AND GROUND BOX LOCATION TO BE DETERMINED BY POWER COMPANY. MOVE AND RELOCATE GROUND BO% Oncor Contact: `� Nelson Wade 4 ® Oncor Electric Delivery REMOVE AND 7860 Winbrook Dr. eo ocATE caourJD Benbrook, TX 76126 r I 817-443-3423 REVIEWED 1 By San Lip AtlM1ikaNat5:19p Oct OJ, ZOIdf REMOVE AND RELOCATE GROUND BOX IT— REMOVE AND RELOCATE GROUND BOX COLLECTORS & ARTERIALS LED LIGHT FIXTURES WITH SINGLE TYPE 33A ARE PER CITY OF FORT T WORTH STANDARDS. E LUMINPIRE (1) ATBO P303 MVOLT R2 3K MP NL VJ AO RFPROVID2 [: PROVIDE 240v/480V AUTO -SENSING DRIVER E= TYPE 1S RIFIR TO CITY OF T WORTH LUMINAIRE LE DETAILS 1'PE 3 FOUNDATION REFER TO CITY OFFORT WORTH STREET LUMINAIRE POLE FOUNDATION DETAILS FUTURE �MADERO STREET TO-BELIGHTS - WITH SEUCTED LIGHTS wITH SENDERA RANCH BOULEVARD CPN 103703J00 X-2J356 � PROPOSED GROUND BOX ILOCATION J th PROPOSED ROUND BOX LOCATION NOTES 1 ATTACHED DRAWINGS ARE INCLUDED AS DIRECTED BY THE CITY OF FORT WORTH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS. DRAWINGS CONTAIN CITY STANDARDS AND REQUIREMENTS FOR LIGHT STANDARDS, DETAILS, DIAGRAMS AND NOTATIONS NECESSARY FOR APPROVAL BY THE CITY 2 ALL CONDUITS SHALL AVOID TREE WELLS 3. INSTALL ALL CONDUIT LOCATED UNDER PAVING PRIOR TO PAVING 4. INSTALIATON MUST CONFORM TO ALL CITY CODES AND STANDARDS. INCLUDING HERA JO 5 ROADS WILL NOT OPEN UNTIL LIGHTS/SIGNS ARE INSTALLED AND OPERATIONAL 6 CALL (817)-999-7923 PRIOR TO ANY STREETLIGHT CONSTRUCTION INCLUDING CONDUITS 7 CONCRETE FOUNDATION FOR STREET UGHT STRUCTURES ON THE OUTSIDE OF THE ROADWAY MUST BE 24' FROM FACE OF CURB TO FACE OF PIER. 8 CFW LIGHTING SYSTEM TO BE INSTALLED BY A CITY OF FORT WORTH PRE -QUALIFIED LIGHTING CONTRACTOR 9 FOUNDATION LOCATION TO BE STAKED BY DEVELOPER. 10 VERIFY EXACT LOCATION OF CONTACTOR AND TRANSFORMER WITH UTILITY COMPANY 11. REFER TO DETAILS FOR TRANSFORMER AND HAND HOLE CONNECTION DETAILS. 12 CONDUIT SHALL BE SCHEDULE 80 BURIED AT A TOP DEPTH OF 36" 13 STREETLIGHT FOUNDATIONS SHALL BE INSTALLED 5' MINIMUM FROM ALL WATER ASSETS 14 LIGHTS MUST BE OPERATIONAL PRIOR TO ACCEPTANCE BY THE CITY OF FORT WORTH 15. ALL LIGHTING SYSTEM MATERIALS MUST BE APPROVED BY CFW LIGHTING DEPARTMENT (CFW LIGHTING APPROVED PRODUCTS LIST). RESIDENTIAL LED LIGHT FIXTURES WITH SINGLE TYPE 33B ARE PER CITY OF FORT WORTH CITY PROJECT NO 104386 STANDARDS FID' 30114-0200431-104386-E07685 %-2J608 LUMINAIRE (1) ATBO P101 MVOLT R2 3K MP NL W-2897 PJ AO RFD325607 MAPSCO NO 5A-B ATBO P101 MVOLT R4 3K MP NL PJ AO RFD325606 VOLTAGEPROVIDE 120V/240V AUTO -SENSING DRIVER POLE TYPE 11, REFER TO CITY OF FORT WORTH STREET LUMINAIRE POLE DETAILS BENCHMARKS PR:mbSAVCyUI Recc TYPE 1 FOUNDATION REFER TO OF FORT BENCHMARK N1 WORTH STREET LUMINAIRE POLE FOUNDATION BQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB DETAILS. JN SOUTH SIDE OF SALINDA ROAD 1 45' WEST OF \ , v TO NI IU"T HILL WT. \ \ ADA RAMP AT STREET INTER"'T" / REFER To RAMEA STRFFT INTFRSFC:TIDN P01 F RASF I OCATION LEGEND m STOP SIGN ONLY REMOVE AND RELOCATE STREET UCHT Q STOP SIGN WITH STREET NAME BLADES CONNECT TO EXISTING GROUND Box MADERO PHASE 1 * STREET NAME BLADES ONLY CPN 103479 X-27179 STREET LIGHT TO INCLUDE STREET NAME ExIS-01 STREEr UGHTS MADERO PHASE 1 WITH O BLADES AND STOP SIGN CPN 03479 x-2J179 STREET LIGHT WITH STREET NAME BLADES LEGEND PROPOSED --AM STREET LIGHT 0 GROUND BOX (GB) --M EXISTING STREET LIGHT —, CONDUIT O POLE MOUNTED TRANSFORMER (OTHERS) Q PAD MOUNTED TRANSFORMER REGULATORY AND (OTHERS) F WARNING SIGNS © CONTACTOR (OTHERS) PROPOSED OVERHEAD WIRE K#—CONDUIT RUN# JAINSTAY WAY CENTERLINE ELEV 752 6E BENCHMARK NO 2. BQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT -OPPER RIDGE ROAD. ELEV 765 5C IA�s1RFn uclrt t caouxo eax RRtMAnoN II �DATE39 REVISION BY LIGHTING AND SIGNAGE PLAN Madero ]Phase 16 CITY OF FORT WORTH �DE�NTON & WISE COUNTIES, TEXAS LA fi 0 enlra .7—Y PM1ona 496210710 SNIM 400 Oallae, Texes 75206 FRN-F-13Bfi LESION HARRIS WA PROJECT NO DRAWN' INRRIS NT340-0112 0.ATE J1N 1.1 s= SCALE SDANIEL J BETTER HORTR2 1' = 100' D N/A D MRL 0(.+ W SHEEP NO p Na R4-85 04 3a 3036 OF 107 SHEEP A N Oncor Contact: Nelson Wade Oncor Electric Delivery 7860 Winbrook Dr. Benbrook, TX 76126 817-443-3423 SIGN SUMMARY TABLE SIGN NAME MUTCD DESIGNATION QUANTITY SIGN DIMENSIONS (INCHES) STOP SIGN R1-1 20 30X30 STREET NAME BLADE PAIR D3-1 19 12X18 SUMMARY OF CONDUIT AND CABLES CONDUIT w SIZE LENGTH OVERHEAD(04 O RUN W. PROP. EXIST. (FEET) BORE (B) TRENCHRI i W3x STREET NAME STATION 1 2" 118 T HERBAMDRADRME 13t3766 1 1 2' 70 T 3 MUSTANG CANYONDRIVE 8a9187 1 3 2' 9 T 3 MJSTANGCNJYONDRME 10*5089 1 1 4 2' 11 T 3 MUSTANGCANYON DRIVE 12-5089 1 1 5 2' 8] T 3 MUSTANG CANYON DRIVE 14♦1629 1 6 2" 99 T 3 LONEBOXE IPIJE 0t35.11 7 2' IN T 3 LONESOME LPNE 3t3157 8 2" it T 3 HORSESHOE POST ROAD fa3005 1 1 9 2' 10 T 3 CACTUS BLOSSOM BOULEVARD 7-3123 1 10 2' 27 T 3 HERBAMORADRIVE 11+5148 11 2' 179 T 3 CORRALWESTSTREET 0t29.50 12 2" 11 T CORRALWESTSTREET 2t08.90 13 2" 57 T CORRALWESTSTREET 3a5883 1 14 2' S5 T 3 CORRALWESTSTREET 5a5885 15 2' 11 T 3 0 RRALWESTSTREET 7-08% 16 2' 60 T 3 CORRAL WEST STREET 8+5894 17 2" 10 T 3 HIERBAMORADRME 8t31.4B 18 2" 58 T 3 BMBACOADRTVE _ 0t42.25 19 2" 81 T 3 BARBACOADRME 2a4032 1 20 2' 60 T 3 BARBACOADRME 4+4000 1 1 21 2' 60 T 3 BARBACOADRIVE 6-4000 1 22 2' 11 T 3 BARBACOADRUE ]a89.95 23 2" 108 T _OR LANE 0a49.]3 24 2" 57 T CACTI613—MBOULEVARD fa9250 25 2" 111 T 3 RANCHERO RODEO ROAD 8INK I 25 2' 11 T 3 HANCHERORODEOROAD 1-1 27 2' 10 T 3 RANCHERO RODEO ROAD 3-4500 28 2' 96 T 3 RANG HERO RODEO ROAD 5,36.28 29 2" 65 T 1 3 RANCHERO RODEO ROAD 8195.00 W 2" 62 T 3 RANCHERO RODEO ROAD f0+0883 1 31 2' 57 T 3 CACTUS BLOSSOM BOULEVARD 5a3128 1 32 2' 10 T 3 HERBAMORADRIVE 2�810 1 33 2' 59 T 3 ' DUSTSTORMTRAIL 2f5919 1 34 2" 59 T 3 HERBAMDRADRIVE 1t31.70 W 2" 61 T 3 HERRADURACOURT 2,48.]9 36 2" it T 3 DUSTSTORMTRAIL 0a9848 37 2" 57 T 3 TRESTACKTRAIL 2i1500 38 2" 58 T 3 TRESTACKTRAIL 411500 39 2' 202 T 3 HERF—URA COURT 0-6046 1 40 2" 51 T 3 TRESTACKTRAIL 7a0500 41 2" f0 T 3 TRESTACKTRAIL 8t5993 42 2" 63 T 3 HERRADURACOURT 4t4848 53 2" 1, T 2 HIERBAMDRADRME 8t3148 54 CABL 2' _ TOTALS (LF) 60 2a T 3 131 0 HIERBAMORADRIVE 4-3148 2482 CONDUIT QUANTMES(LF) BORE 0 COLLECTORS & ARTERIALS LED UGHT HXTURES WITH SINGLE TYPE 33A ARE PER CITY OF FORT WORTH STANDARDS RESIDENTIAL LED LIGHT FIXTURES WITH SINGLE TYPE 33B ARE PER CITY OF FORT WORTH STANDARDS. ML Imo[. (1) ATBO P303 MVOLT R2 3K MP NL LILT (1) ATSO P101 MVOLT R2 3K MP NL P7 AS RFD322792 VOLTAGE. PROVIDE 240V/48DV AUTO —SENSING DRIVER P7 AO RFD325607 (1) ATBO P101 MVOLT R4 3K MP NIL P7 AO RFD325606 POLE TYPE 18 REFER TO CITY OF FORT WORTH VOLTAGE PROVIDE 120V/240V AUTO —SENSING STREET LUMINAIRE POLE DETAILS. DRIVER BASE. TYPE 3 FOUNDATION REFER TO CITY OF FORT pQLE. TYPE 11. REFER TO CITY OF FORT WORTH STREET LUMINAIRE POLE DETAILS WORTH STREET LUMINAIRE POLE FOUNDATION DETAILS BASE TYPE 1 FOUNDATION REFER TO CRY OF FORT WORTH STREET LUMINAIRE POLE FOUNDATION SUMMARY OF.�ONI CABLES CONDUIT SIZE OVERHEAD(ON) RUN ENGTH (FEET) BORE (B) 3 I N0 PROP EXIST TRENCH (T) STREET NAME STATION 43 T I RANCHO CANYON WAY 39,85 M I 44 2" 195 T 3 RANCHOCANYONWAV 4 25.89 1 45 2" 181 T 3 _ _RANCHO CANYON WAV 42+25.29 48 __RANCHO CANYON WAY 43+9285 47 2" NT 3 RANCHOCANYONWAV 44+9295 OB 2" 200 T 3 RANCHO CANYON WAY 4 9022 I 48 2° 205 T 3 RANCHO CPNVON WAY —W D9 I 50 2" 200 T 3 RANCHO CANYON WAY 49,89 N I 51 2' BB T 3 RANCHO CANYON WAY 51+8985 I 52 2" 118 T 3 RA K HO CANYON WAV 52-79,28 I 1 CABLL TOTALS(LF) 1419 SO 0 i 1415 CONDUIT QUANTTMES(LF) BORE 0 CONDUIT SIZE "NOTH OVERHEAD (OH)RUIN y No PROP. EXIST. (FEET) TRENCH ITORE 4 us x $MEETNAME STATION SS 2" 5 T 3 SENDERA RANCH BLVD 151.3.16 54 2' W T 3 SENDERA RANCH BLVD 151438.30 2' 161 T 9 SENDERA RANCH BLVD 151K . 58 2" 207 T 3 SENDERA RANCH BLVD 153M4.65 57 CAN. 2' 33 A T (TOT (LF) 4]2 3 15 0 SENDERARANCHBLVD 153..85 t 472 CONDUIT QUPMRIES(LF) BORE 0 LIGHTS ALONG SENDER RANCH BLVD (POLE TYPE 18 LLMINNRE TYPE ATBO P303 MVOLT R2 3K MP NIL PT AO RFD322792 (FOUNDATION TYPE TYPE ARMTYPE 33A (POLE QUANTITY 2 2 (ALUMINAR''R(MOUjjANT- Trjj{jTT IlatitSUNIIEMI.�A'tON 5 UGHTS ALONG RANCHO CANYON WAV LIGHTS ALONG RANCHO CANYON WAY POLETYPE 18 ATBO P303 NMVOLT LUMINAIRE TYPE R23K MP NIL P7 A0 RFD322]92 F OUNDATK)NTYPE TYPES PRMTYPE 33A (POLE QUANTITY 8 (ARM QLIMM 6 ILUMINAIREQUANTTTY IGROUND BOXQUANTff11 6 4 STANDAfjp RESIDEMG`STREEfLIGMS (POLE TYKE 1 (LUMINAIRE TYPE —0 P101 MVOLT R2 3K MP NL P7 AO FOUNDATDNTYPE TYPE1 ARMTYPE 33B (POLE QUANTITY 43 AR RV 43 NAME 43 TOIREQINAREV TOTPL R2 LMINIPIRES 40 ITOTAL M LUMINAIRES 3 STREET NAME BLADES INTERSECTION BLOCK I pjW T10AD SLIONESOMEE E FUTUME RE jjjLONESOME WJE & CACTUS BLOSSOM BOULEVARD 107 LONESOAE LPNEBSENDERA RANCH BOULEVARD IN (HORSESHOE POST ROAD B MUSTANG CANYON DRNE IN I HIERBAMORA DRIVE B CORRAL WEST STREET 108 ICORRALWESTSTREET BHORSESHOEPOSTROAD 108 CACTUSBLOSSOMBOULEVARD B CORRAL WEST STREE 105 CACTUSBLOSSOMBOULEVARDBTM.EORLANE 108 BARBACOADRIVE&HIERBAMDRADRME 105 ITAMBORLANE&SENDERARANCHBOULEVARD 100 (CACTUS BLOSSOM BOULEVARD B BARBACOADRIVE 1. HIERBAMORADRNE B RANCHERO RODEO ROAD 101 DUSTSTORMTRAIL B RANCHERO RODEO ROAD 100 RANCHERO ROAD B CACTUS BLOSSOM BOULEVARD 100 I DUSTSTORMTRAL&TRES TACK TRAIL 101 1 I HIERBAMORABTRESTACKTRAL 101 ITRES TACKTRNLBHERRADURACOURT 100 I RANCHOCANYONWAYBHERRADURACOURT 1N NOTES 1 ATTACHED DRAWINGS ARE INCLUDED AS DIRECTED BY THE CITY OF FORT WORTH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS. DRAWINGS CONTAIN CITY STANDARDS AND REQUIREMENTS FOR LIGHT STANDARDS, DETAILS, DIAGRAMS AND NOTATIONS NECESSARY FOR APPROVAL BY THE CITY 2 ALL CONDUITS SHALL AVOID TREE WELLS 3. INSTALL ALL CONDUIT LOCATED UNDER PAVING PRIOR TO PAVING. 4 INSTAUATON MUST CONFORM TO ALL CITY CODES AND STANDARDS. INCLUDING NFPA 70 5 ROADS WILL NOT OPEN UNTIL LIGHTS/SIGNS ARE INSTALLED AND OPERATIONAL 6 CALL (817)-999-7923 PRIOR TO MY STREETLIGHT CONSTRUCTION INCLUDING CONDUITS 7 CONCRETE FOUNDATION FOR STREET UGHT STRUCTURES ON THE OUTSIDE OF THE ROADWAY MUST BE 24' FROM FACE OF CURB TO FACE OF PIER. 8 CFW LIGHTING SYSTEM TO BE INSTALLED BY A CITY OF FORT WORTH PRE —QUALIFIED LIGHTING CONTRACTOR 9 FOUNDATION LOCATION TO BE STAKED BY DEVELOPER 10 VERIFY EXACT LOCATION OF CONTACTOR AND TRANSFORMER WITH UTILITY COMPANY 11 REFER TO DETAILS FOR TRANSFORMER AND HAND HOLE CONNECTION DETAILS. 12 CONDUIT SHALL BE SCHEDULE 80 BURIED AT A TOP DEPTH OF 36" 13 STREETLIGHT FOUNDATIONS SHALL BE INSTALLED 5' MINIMUM FROM ALL WATER ASSETS 14 LIGHTS MUST BE OPERATIONAL PRIOR TO ACCEPTANCE BY THE CITY OF FORT WORTH 15. ALL LIGHTING SYSTEM MATERIALS MUST BE APPROVED BY CFW LIGHTING DEPARTMENT (CFW LIGHTING APPROVED PRODUCTS LIST). REVIEWED By Ba 1Atlhl of5:19Pm,OCf03,2020 CITY PROJECT NO 104386 DDT 30114-0200431-104386—E07685 X-27608 W-2897 MAPSCO NO 5A—B BENCHMARKS Gambeommy"ft BENCHMARK NO 1 BQUARE CUT WITH 'x IN CENTER AT BACK OF CURB BENCHMARK NO 2. SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT -OPPER RIDGE ROAD. ELEV 7655C LIGHTING AND SIGNAGE TABLES Madero ]Phase 16 CITY OF FORT WORTH DENTON & WISE COUNTIES, TEXAS LJA iW-11IMIII . LA M60 NMN Central Ex9resaway PNona 4696210710 SCNe400 Dallas, Terea 752M FRN-F-1386 S.I. tf oHARRIS WA PROJECT NO DRAWN HARRIS NT340-0112 0.47E AN 2M3 SCALE SDANIEL J —N D RT N/A D "L SIT EEr NO o W a R4-86 54 36 3836 OF 107 SHEEfO O Z Z Z CO C)