Loading...
HomeMy WebLinkAboutContract 60222-CO1Docusign Envelope ID: DA6CF965-4F5B-4A6D-83A0-6938EC4F5664 DEVELOPER -AWARDED -PROJECT CHANGE ORDER CSC No. 60222-CO l IPROJECT NAME: Pecan Meadows Phase 1 ICONTRACT: Water, Sewer, Drainaqe, & Pavinq CHANGE ORDER No: ICFA # 23-0057 I CITY PARTICIPATION:I YES ICITYPROJECT# 104143 IFID # 30114-0200431-104143-E07685 1 (FILE # W-2874 INSPECTOR: Cody Horton Phone No: (817) 475-6903 PROJECT MANAGER: Sandip Adhikari Phone No: (817) 392-8424 CONTRACT UNIT WATER SEWER I PAVING I DRAINAGE STREET LIGHTS CONTRACT Developer Developer (Developer I (Developer Devel I DAYS Cost City Cost Cost City Cost Cost City Cost Cost City Cost Cost City Cost IORIGINAL CONTRACT $1,320,458.04 $109,409.96 $946,763.00 I $1,570,137.00 I I $1,689,330.00 I I I 225 (EXTRAS TO DATE I I I I I 0 ICREDITS TO DATE I I I I I I 0 I CONTRACT TO DATE $1,320,458.04 $109,409.96 $946,763.00 $0.00 I $1,570,137.00 I $0.00 I $1,689,330.00 $0.00 I I I 225 (AMOUNT OF PROP. CHANGE ORDER I-$56,967.00 I I I I 0 IREVISED CONTRACT AMOUNT $1,320,458.04 $109,409.96 $946,763.00 $0.00 I $1,513,170.00 I $0.00 I $1,689,330.00 $0.00 I I 225 TOTAL REVISED AMOUNT PER ERUNIT $1 429 868.00 $946,763.00 I $1,513,170.00 I $1,689,330.00 $0.00 REVISED COST SHARE Dev. Cost: $5,469,721.04 City Cost: $109,409.96 TOTAL REVISED CONTRACT $5,579,131.00 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 10-12-2011 Pagel Docusign Envelope ID: DA6CF965-4F5B-4A6D-83A0-6938EC4F5664 You are directed to make the following changes in the contract documents: CITY BID ITEM I I DEVELOPER I PAY ITEM # # QUANTITY UNIT ITEM DESCRIPTION UNIT PRICE CITY COST COST TOTAL UNIT IV: PAVIN IMPRQVEMENTS 2 3211.0501 472 SY 'Lime Treatment 30#/SY) $ 4.00 $ $ 1,888.00 $ 1,888.00 3 3211.0502 -904 SY 36#/P 8" Lime Treatment�`#/Sy $ 5.00 $ $ (4,520.00) $ (4,520.00) 4 3211.0400 7 TN Hydrated Lime (3) $ 235.00 $ $ 1,645.00 $ 1,645.00 5 3211.0400 -16 TN Hydrated Lime 36#/S) $ 235.00 $ $ ff 3,760.00 $ �.3,760.00) 6 3213.0101 -836 SY 10" Conc Pvmt $ 96.00 $ $ (80,256.00) $ (80,256.00) 16 9999.0014 -2 EA Construct Pvmt Header $ 1,000.00 $ $ (2,000.00) $ (2,000.00) 17* 9999.0017 118 LF Sawcut Existin_q Asphalt Pavement $ 20.00 $ $ 2,360.00 $ 2,360.00 18* 9999.0018 407 SY 6" Asphalt Pavement $ 68.00 $ $ 27,676.00 $ 27,676.00 Total Unit IV - Paving Improvements $ $ (56,967.00) $ (56,967.00) Asterisk (*) indicates a new pay item number. REASONS FOR CHANGE ORDER Revising connections to existing Forest Hill Road to be temporary asphalt transition with NCTCOG taking over design and improvement of Forest Hill Road THIS CHANGE ORDER DOES NOT IMPACT CITY COST PARTICIPATION RECOMMENDED: APPROVED: APPROVED: LJA ENGINEERING, INC Lennar Homes of Texas Land and Construction Conatser Construction TX, LP By: V �"" pnud Bv: By: I uu. �D usmdM: By: f reCl� iiuru s Name: Vince Stanko Name: Jennifer Eller Name: Brock Huggins Title: Proiect Manaqer Title: Authorized Aqent Title: President APPROVAL RECOMMENDED: APPROVED: APPROVED AS TO FORM AND LEGALITY: CFW - Water Department, DS WS CFW - Assistant City Manager CFW - Assistant City Attorney By: Dana BurandofiF By: Dana Bu,ghd,ff(Sep 3, 415.3N2 3CDT) By. Richard MCC2c..Wg 30,20241—CDT) Name: Suby Varuqhese Name: Dana Burghdoff Name: Richard A. McCracken Title: Engineering Manager Title: Assistant City Manaqer Title: Sr. Assistant City Attorney RECOMMENDED: ATTEST: CFW - *Contract Compliance Manager A �O on S � °, 'es * Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible By: Name: Sandip Adhikari By: 000 �oFd[P6 `e Name: Jannette S. Goodall for the monitoring and administration of this contract, include ensuring all performance and reporting requirements. ❑ There are NO City Funds associated with this Contract Title: Sr. Professional Engineer Title: City Secretary 121 There are City Funds associated with this Contract M&C Number: 23-0414 M&C Date Approved: May 23, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised: 10-12-2011 Page 2 UNIT I - WATER & SEWER IMPROVEMENTS SHEET NO. DESCRIPTION 1 COVER SHEET a8v a/24 2o2a / 2R2 3 SHEET INDEX DRAFT HORIZONTAL CONTROL PLAN 4 RFv 4/24/2024 5R2 DRAFT NORIZOMAL CONTROL PLAN KEY MAP 6 OVERALL WATER PLAN ] 8 9 WATER PLAN 1 WATER PLAN 2 WATER PLAN 3 10 11 12 WATER PLAN 4 WATER PLAN 5 WATER PLAN 6 13 14 WATER PLAN & PROFILE - WL-1 WATER PLAN & PROFILE - WL-1 (2) 15 16 SANITARY OVERALL SANITARY SEWER PLAN SEWER PLAN & PROFILE -LINE A 1] SANITARY SEWER PLAN & PROFILE - LINE A 18 SANITARY SEWER PLAN & PROFILE- LINE A 19 SANITARY SEWER PIA & PROFILE - LINE B 20 SANITARY SEWER PLAN & PROFILE - LINE B & LINE C 21 SANITARY SEWER PLAN & PROFILE - LINE D 22 SANITARY SEWER PLAN & PROFILE - LINE D (2) 23 SANITARY SEWER PI -AN & PROFILE - LINE F & LINE G 24 SANITARY SEWER PLAN & PROFILE - LINE H & LINE 1 25 SANITARY 26 SEWER PLAN & PROFILE - LINE E & LINE WATER DETAILS 1 J 21 WATER DETAILS 2 28 29 30 WATER DETAILS 3 WATER DETAILS 4 SEWER DETAILS 1 31 32 SEWER DETAILS 2 GENERAL UTILITY DETAIL 33 GENERAL UTILITY' DETAIL 34 35 Co" GENERAL NOTES GEN CONSTRUCTION NOTES - WATER UNIT II -DRAINAGE & PAVING IMPROVEMENTS RI </24/2°29 65R2 PAVING Eu 4/24/2°2a 66R2 PAVING PLAN & PROFILE I RAL DRNE (1) PLAN & PROFILE SAMBAL DRIVE (2) SHEET NO. DESCRIPTON 67 PAVING PLAN & PROFILE SWEET RAY ROAD (1) RI 4/24/2024 36R2 GRADING PLAN 1 68 PAVING PWJ & PROFILE SWEET RAY ROAD (2) 37 [v 4/24/2024 38R2 GRADING PLAN 2 GRADING PLAN 3 69 PAVING PLAN N 4/24/2— 7OR2 PAVING & PROFILE BULLSEYE LANE & VOLCANO LANE PI -AN & PROFILE OLD DINO WJE & DAME WJE aEV 3/30/2023 39R1 40 GRADING PLAN 4 GRADING PLAN 5 RI 4/24/2024 71R2 PAVING PLAN ]2 & PROFILE OLD MAMBA LANE & NANDO LANE SIDEWALK & SIGNAGE PLAN (1) 41 42 GRADING PLAN 6 GRADING PLAN ] ]3 74 SIDEWALK & SIGNAGE PLAN (2) ETREELIGHT & CONDUIT PLAN (1) 43 GRADING PLAN 8 ]5 STREETLIGHT & CONDUIT PLAN (2) 44 45 46 GRADING DETAILS EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP ]6 ]] PAVING DETAILS 1 PAVING DETAILS 2 47 ULTIMATE DRAINAGE AREA MAP 78 79 PAVING DUALS 3 PAVING DETAILS 4 48 49 HYDRAULIC CALCS HYDRAULIC CALLS (2) a8v 1/21/2021 80R2 81 PAVING DETAILS 5 SIDEWALK & BFR DETAILS 1 50 51 INLET CALLS STORM PLAN & PROFILE - SDI (1) 82 83 SIDEWALK & BFR DETAILS 2 STREET LIGHT DETAILS 1 52 STORM PLAN & PROFILE - SDI (2) & TAT 41 STORM PLAN & PROFILE 102 84 85 STREET LIGHT DETAILS 2 SIGN POST DETAILS 53 54 - (1) STORM PLAN & PROFILE - SD2 (2) 86 STORM DRAIN DETAILS 1 55 56 STORM PLAN & PROFILE - SD3 STORM PLAN & PROFILE - SD] & SOB 8] 88 STORM DRAIN DUALS 2 STORM DRAIN DETAILS 3 57 STORM PLAN & PROFILE - SD9 89 STORM DRAIN DETAILS 4 58 50 STORM PLAN & PROFILE - LAT 1A- 11 STORM PLAN & PROFILE - LAT 11-1M, LAT —SO 00 91 ISWM CONSTRUCTION PLAN ISWM-T&PW DETAILS 1 60 61 STORM PL&PROFILE - LAT 2D-2L AN STORM PLAN & PROFILE - LAT 3—D, TAT ]C 92 93 ISWM-T&PW DETAILS 2 COFW GEN NOTES -TRANSPORTATION 1 62 DETENTION POND PLAN 94 COR4 GEN NOTES -TRANSPORTATION 2 02 L, 4/24/24 63R2 AN 4/24/2024 64R2 PAVING PLAN & PROFILE VALENTIA WJE PAVING PLAN & PROFILE SONNY DRIVE 05 GEN CONSTRUCTION NOTES REVIEWED By S-dip ACh—1 at 10. 28 pm, May 19, 2024 BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED OP THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET DST OF FOREST HILL DRIVE ELEV 629 87 1 II II II II I I 4/rs4/rse II II II II sm II s mem uPome II Nv 5po/a DATE IIA cou II aL II M REVISION II BY SHEETINDEX ]Pecan Meadows ]Phase b CITY OF FORT WORTH TARRANT COUNTY, TEXAS lJA 6gITNwr* ak- LA 3017W]NS-t PW, 617 2881900 S01N 300 FONWmIM1J,m 76107 FRN-F-1386 LJA PRDJECT ID NT600-0178 DATE JUN 2023 \\ DESIGN LU WA ON WIWAM LUKE y SCALE HORZ: N/A N/A VERT, SHEEP ./2.no24 2R2 OF 95 SHEETS GROUND LEASE AGREEMENT MCM JONES FAMILY 0-YR FEW MARK A& GROUND D204364 1 INVESTMENTS. LTD FLOODPLAIN MCC D207 FAMILY EJER 263 CEMETERY O P R T C T50 -- -- - --- -- -- --- - - - - - - - - - — MARCI D —ES C C. D207033788 fl INVESTMENTS, LTD 20' PIPELINE EASEMENT I� ASSOCIATION VOL 9212, PG J34 -'-' 'V O.P.RT.C.T. L /I VOL 283& PG 240 I OPRTCT 1 C C .P.R T 33789 C.0 A D208266556 O P R.T.C.T. O.P.RTC.T. OPRT.C.T --� GOOSED 30'- II------------------------------ Q ---- ---_ c DRAINAGE G G �� c G__ EASEMENT O To, UE PROPOSED 30' _ 5 SANITARY SEWER II 9,r CL 1 2 3 4 5� 6 -] 8 9 10 11 12 13 14 15 % 0- PROPOSED EASEME EASEMENT CAUTION'' 'v EXISTING GAS PIPELINES. (n -_ --I-, - -- _ - J COMRACTOR TO VERIFY � J IN& CONTACT GAS VALENTA LANE 16 PROVIDER PRIOR TO CONSTRUCTION x PROPOSED ' iI 14 15�1s�17 to (�3—F---14 1] PHASE 1 17 0 50 100 200 Q _ 1 l o II ill® 15 U 16 I 18 MCM JONES FAMILY W li INVESTMENTS, D CL Ip11 11 16 /� AN PAVED OND ACCESS LT 19 y ---I 19,J AND DRA03 INAGE EASEMENT C.COP2ROTCT]88 I 14 I I 12 /1 2021 \\ I 20 ^ Q -- 1I I \ / I a \9 12 I o I 10) \ 2a 1 22 I / JERRY R RUSSELL f I ] 20 PROPOSED J 1 VOL 13940, PG 213 iIZ III I 7IIII I 23 50' R.O.W. / O.P R T C.T. 1 Z 3 ILA O I ` III EASEMENT I 10 l a 24 I I I rc 50 22 B SEYE LA E 1 __ 3 9 1 ] 177 25 III I I r I \ I MGM JONES FAMILY I I 14 23 I 1 2 I INVESTMENTS. LTD C.0 #D207D33788 ,1 II IJ 3 z�' II IFUTURE a oRR.T.c T. I ' 1 -PHASE 2 I I 4 28 m II. 2 O 2s 1iI -,PR POSED ROWOD s I� 1 26 EASEMENT \ 3 29�._______-_JJ _ _ _ — — I DALE E HUFF 5 ,/ II lam/ 111 \VOLCANO LANE I VOL 15498, PG 49 R.T f 4 2 30 OP .CT �_� _- __-__ L'J 3 I 15 16 / O3 1 31 2 I I o 1 �I .I —�I 36 -J 35 34 3 32 I 13 © 18 Tr / I � OLD DINO LANE PROPOSED' 50' R.O. 20 1 Jl 21 EASEMENT — — — — — — — — — — RX -f 1 2 3 5 6 8 1 .yL I II I DAME LANE - - 1 1 I I l 232�1 I I 8 I2 9 1 YI i 0 1 I J 2 METRO MANUFACTURING 1 I� - I PROPOSED SUPPORT SERVICESSD' ROW VOL 11344, PG 1100 1 I s / 25 ( EASEMENT 1T OPRTCT 1 I I 26 13 4 2] 1 LD MAM 3A U NE _ T, i I 1 I I 14 I 3 8 I 1 15 I 2 29 C. 16 0 PROPOSED 1 -'___ 3'/ 50'ROW VARIABLE WIDTH EASEMENT EASEMENT AND RO.W _-__ ___ _�- CC # D212263949 17 OP.-C T. NAN)� NE \ 111 - `. 18 \ _ _ - -- 2- PROPOSED 15' �T��N�! } WATER EASEA�NT EXISI NG VERPOWER /19 20 2 23 24 T LIN S, CONTRACTOR TO O I 111 DRAINAGESEASEMENT POOW VERIFY LOCATION &CONTACT / E,TRIC PROVIDER PRIOR L�1 }}-11 BEN TIO NSTRU70N �1 II /30' WATER FACILITYEASMENT SHELBY ROAD C C.#D214219232 /VARIAFLE WIDTH R.OW.) URRTC.T SEVO T 101 L1144, 4R T CGTT2225 WAY 'II JAMES P REEVES VOL 17102, PG. 370 / OPRTCT REVIEWED 1 lBy...,--h-n k 1D:28 Pm, -y 19, 20P4 J BENCHMARKS- 'X' CUT ON TOP OF A DROP INLET LOCATED 01 THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE. ELFV 629 87 I I I­/2 DATES MsxTn xnuc LHREEVIN smTcr uvwrE DATE IVSI SION BY I14DIdaE:l Pecan Meadows Phase 1 y I CITY OF FORT WORTH I TARRANT COUNTY, TEXAS I LAI W aglrwrinp, Yq. 381T W]N StireN Ph-81T 26819W 3-300 JACK WAYNE VISE FaIWOM,T: T810T FRN-F-13E6 C C.;#D208453331 0 PRTCT LJA PROJECT ID 41. NT600-01]8 A r , DATE JUN 2023 I DESIGN KLOPP DRAWNVANTREASE ASON WILLIAM LUKE SCALE 1"=100' VERT' N A SHEET G4Js4J%G=. 5 R 2 OF 95 SHEETS E�6261 G 626.4_ 6 6 EG 626fi 6266- E 62fi.8 - G 6264 " f6�261 a�T Ff �1 /` ' - - _ y /IF 7 3(3 29 a 29 5 29.3 24 3 30 0 20_.2 -30 0 � 0) _ t` 286--- 83-----281------2 ' _ 30x4 298 iI 29�3 290 28F8 �{ 285 f 28t5 287 287 285 28.3 \y 280 2J8 pl/f2J.9\ y\ /-x-�\ /_ _\ /- -\ /- \I -\ /-f _\ /-x-�\ y-�i �- _�--�' \82 ' A' .O 2E �9. 2R.2 �E 9J; JY' I Fp= I FP= FP= FP= FP= FP= FP= FP= FP- FP= FP FP- FP= FP= 6282 628.8 630.7 630.1 629.6 629.3 629.1 628.8 628.8 629.0 629.0 62 .8 628.6 629.3 628.1 O v 5 2 a 3 4 5 6 J 8 9 0 11 12 13 14 2' D_�4�+T g J, 4 _ 2' 4 _7.' �-I(�IIy+5I�-Ij26.-IL J���60 2J2]4 fi2 2 2 7 Js �JTf fi�a 2 4 21.2- 1_20 fi22��11-26-'l,s 2'266fifi=fi 4Jz 1=fi25zn �\ Tt5 =nn fi k 23 J �nIT� 4 t� Tf .TC'N` f� „TCSx26.25 ' FCtb'Fo.00.-.. . .C=6v.A2'. ir_52 ( 265 8J 280 276 2J3 2J1 2J.0 Ik2J.3 �► zfi o �, 27 6 2� z .3 ] s FP= FP= 1X ® IJ I� yj' _ N N3 629.3 o �ryl 621.9 14 M I 4 15 16 17 18 - 630.0 FP= FP= FP= FP= FP= I I 629.3 629.0 628.9 628.9 628.9 I-' 2 FP= FP= B�' 9.5 y 628.1 15 �.r dry , 2141 1 ' ■■ _ 'TTyTT r FP= N m /i 29.0 �\ 28 J Y 28 6 28.6 r l`. 28.6 2b 3 il+e- II I �m IIIIr 630.2 16 1 n�3*-yBk99�B2 t 9f-*-828 T30 D T30.3 T29.9 --E29 2-- #� 1 • �� 1� � � �t �\` I ry1m.___ 29.0 28212].9 IT FP= T FP= K Im y I 19 h �1 629.8 �NW Nm 628.2 FP= 1N f t FP= i FP= I 1a 630.1 �y 621.8_ L \ 303 r�ry I FP= II FP- IN F4FP= li I 0 I 1 \0 630.0 w# #m Ic 628.4 1J P- I 1 1 TN FP= r 12 629.9 jIIIII y m 630.1 20 1 629.9 14 n V I O 30.3 FP= I\28.7 I " 1 F�Pcy=.q jI II II FP30.= g NI N 1 FP- I 11 6/ \ Im ok 63 21 , 6F630.0 304 FP= 630.5 Tn 2P11=.11\FPFP_ 30.EFP= 12 I 62 ^6m'Ir T 6302 �Tm m &tom MI n }II F - �1FP=� _ 630.20 8 6F30=8FP- FP= 630.4 1I No 630.5 FP-m+FP- 21 631.0 28.4 FP AI" �1 rvmm 630.7 631. 24 'o IN 630.7 10 I 5 P- T 22I rARIYGR"DINGNQT iT MATCH LINE SHEET 37 = NIN_ �i2 loymf 6zea / 9 IR R a 1- THIS PERMIT IS FOR EARLY GRADING II i` 7 630 9 I k ~ -_ o I 631 ONLY NO INFRASTRUCTURE CONSTRUCTION THAT REQUIRES CITY OF FORT WORTH ' INSPECTION IS AUTHORIZED BY THIS PERMIT. 2 AVOID ANY AREAS THAT ALTER DRAINAGE PATTERNS $a 3 AVOID ANY AREAS THAT ALTER THE CURRENT SPREAD OF RUNOFF (AVOID „g CONCENTRATION OF FLOW) �g 4. GRADING WILL BE AT THE DEVELOPER'S RISK UNTIL Cltt HAS APPROVED - CONSTRUCTION PLANS i _ NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST - 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: FORT WORTH WATER DEPARTMENT 817-392-8296 a FORT WORTH TRANSPORTATION/PUBLIC WORKS 81 ]-392-8100 Wtuw wha['��3CIOW. r FOR ALL OTHER FACILITIES WWW texas811 OTg or 1-800-545-6005 Call before you Jig. REVIEWED By -dip AtlhiRan at 10:29 pm, May 19, 20N SRNM1ARY ---/ --� SEWER EMENT�- 1 __2 0_ -- _____ __- 11 20 PIP IJN� _ _ Y / 2082665 - / T.CT N i I 2% i 117� - SWFMA BOUNDARY W ° 20 40 80 FP- �1 W 16 628.7 I N e 1 W 1 N z F I J 17 628.Jm .5'.;NI ACCESS ✓`MT NOTF, 11 MAX GRADE 107 EXTENDED TO NORMAL POOL C, 1. TYPICAL PAD SIZE IS 40' % 75' UNLESS ^ EL VA- H � OTHERWISE NOTED. Q (]� 2 E%POSED SEAM MEASURED FROM FINISHED PAD TO TOP OF PROPOSED GROUND AT THE PAD \V MAX EXPOSED BEAM IS 0.7' 3 MAX SLOPES OF 41 UNLESS SPECIFIED Q _ _ OTHERWISE _ I} EII�j 4 MINIMUM SLOPES OF 1% UNLESS SPECIFIED 18 628.0 jIII �I ' I OTHERWISE. 5 b / NO SAVED OR PROPOSED TREES ARE WITHIN 11 THE SWFMA BOUNDARY 19 0628.3 BENCHMARKS' ml `,,FFfY CUT ON TOP OF A DROP INLET LOCATED ON TH THE SOUTH SIDE OF E ENON AVENUE, /. IMATELV 1,100 FEET EAST OF THE 7II Y INTERSECTION OF E ENON AVENUE AND FOREST 20 FP- HILL DRI � ;'/ HILL DRIVE ELEJ 61530 628.6 m>E M1 NAIL IN NORTHWEST CORNER OF ASPHALT 4 PARKING LOT LOCATED APPROXIMATELY 2EA FEEL NORTH OF L DRIVE ROAD AND EL FEET EAST OF FOREST HILL DRNE ELEV 629.87 FP= ° 2, 628.8 III -- ---21>_-� 265 268�- nI V / 275\/_28\Y� 22 628.7 1 0 2J 2 Z] 5 A [tom 1 r DAIS •DATE 1I,s. LT IU,.E c�.Nc� I I IW REVISION BY - GRADING PLAN 1 LEGEND Pecan Meadows ----- SWALE ]Phase I FP=777.7 PROPOSED FINISHED PAD ELEVATION x aea PROPOSED SPOT ELEVATION CITY OF FORT WORTH r PROPOSED FLOW DIRECTION TARRANT COUNTY, TEXAS PROPOSED RETAINING WALL ,pp PROPOSED GROUND ELEVATION AT TOP / IJA b- /A n.Ta BOTTOM OF WALL W17WMStr t PT 817 288 19W SUM 90 x ae ee PROPOSED GROUND ELEVATION AT END Fort Worm, Teves]610T FRN-F-1386 OF WALL LJA PROJECT ID EB EXPOSED BEAM FROM FINISHED FLOOR /fM NT6o0-D178 DATE MAR 2023 TC TOP OF CURB DESIGN LUKE •�.�* TP TOP OF PAVEMENT jp50N WIWAM LUK SCALE KLOPP HOS 1" 40' E' E0 t 2 �,R'AWN N/A f�'Otiai SHEET 94/24/2024 3 6 R 2 OF 95 SHEETS LEGEND I FP= 631.4 l 1_` yMk I I630.6 31 1 11 m NOTE 63 m ,. TYPICAL PAD SIZE IS 40' X 75' UNLESS ----- SWALEmMATCH LINE SHEET 37 1ry OTHERWISE NOTED. n m n 0 2 n 31 B I" I n 2 EXPOSED BEAM MEASURED FROM FINISHED PAD FP=777.7 PROPOSED FINISHED PAD ELEVATION E3}p-x-n T3 .J3f4 x °' FP= i FP= 1J _ TO TOP OF PROPOSED GROUND AT THE PAD LJ n " " 1 31 9 32 2 \ / -F32 5 \ y-32.7 •„ 32.J 32 4 3: 1 N ` 14 6308 630 2 MAX EXPOSED BEAM IS 0 ]' x me PROPOSED SPOT ELEVATION ly _ 4�I w n:� {m 0 3 MAX SLOPES OF 4 1 UNLESS SPECIFIED Q F 2 I a �I m" L---� OTHERWISE _ r PROPOSED FLOW DIRECTION * 6 1.7 - 4. MINIMUM SLOPES OF t9. UNLESS SPECIFIED FP= FP= FP= I P= FP- "I" OTHERWISE In 1 632.5 632.8 633.0 .0 632.7 1 "1+ I 5 NO SAVED OR PROPOSED TREES ARE WITHIN Cr) PROPOSED RETAINING WALL a.� - o+r f 1 I �� 1 F 1 f FP= 18 �eJ THE swFMA eouNOARY 13 �.1 01: - I 630.4 O PROPOSED GROUND ELEVATION AT TOPrIII 34 3 32 1 1 nl I^ 7".31 BOTTOM x ee eE PR POSEDF WALL GROUND ELEVATION AT END my m tl�f �\ I~ 63 .0- y'lo �C �11--- 3+-- --31 - --' -- ID94 �' 0FP- OF WALL - �n n 306 3096 31 Tf.=fi't o+ 3 4 _31-1-- 631.3 FP } } z ` Ty111-_ `1 12 630.7 19 �r_- .I I FF aEB EXPOSED BEAM FROM FINISHED FLOOR EG/TP 2�; =11 o_'' 63G a TO TOP OF CURB EG/TP 629.9 ~� t ~ ~ OLD DINO LANE_ TP TOP OF PAVEMENT m TC=630]-TC=63078 T•- (I III.;=630.28 Tr- ,Tf= T - - a M EG/TP 629 sil �Y.T6=fi} 1 - EG/TP 62 �r�I1I1t _ FP= Io FP= c �T^ -- oS , ' �__ v3 _ __ 2 ^ 302 '° m '1 631.6 o M� In �m 630.7 20 ohm �II� N 30.8 31 0 30 30 5 30 6 _ 30 8 fi 31 1 31 I l -}-- +6} ----1 C 31-0 } 316T31.6 �11 -- e " 9 1- RETAINING WALL t I +l z 3 a s 6 fie' I 1 g1 FP= } 1� FP= 1 I I ® - II 631.8 I I I o zo ao ao FP= P= FP� FP= F FP FP= j Torvl n� inl 630.4 21 w\ I 632.6 632.6 32.4 632.5 632.7 633.0 633. 632.9 I i?qy i 8, l 1 S��y 32.a 3'- I 1 m-Fm 29 3 - 32.3 i�. 32.3 I, 32 1 31. i� 31�322 �, 3 4 s'I'• 32.7 1, 32�8 1 32 6 3t.31 9 FP= 32__28-]F'T. ' yaT43 '/51 -T32]f -T33.0 T333 329-`� nl n 1 632.0 m 6 828.5 B28 4 B28 1 .._0' g i g-fiz7 - 3T =- 1212 30.4 22 1 1 1 PROPOSED EG fi26 6281 G 627.9 B28.1 - T n 632�� 1 ti �y m (10' GRADE � G 6282 � F fi 6 /m r xe_-- ��a�,0 n I �' � 11 w F TO DRAIN) NTS EXISTING FL fi26 fi L 62] 0 ,., I n 8 FP �i II N m LLl 6'BFNCHMARKS' RA - c DE } FP- I I 632.3 - _ FP - I 1 �- � 1 632.4 9 m iI IIr FL � 1 n,ro 630.6 2 I � "X" CUT ON TOP OF A DROP INLET LOCATED ON ( THEIRS SIDE OF E ENON AVENUE, I f I M inn n 1 LL1 APPROXIMATELY 1,100 FEET EAST OF THE REVIEWED n c " o Z INTERSECTION OF E ENON AVENUE AND FOREST By SenEip AJM1ikan at f0.29 pm, May 19, Z02d J o�-M n I 7 FP ' I I J y HILL DRIVE ELEV 61530 IT FP= 632.6 I ry .o MATCH LINE THIS SHEET so I �M� 632.7 10 = ( = NAG NAIL IN NORTHWEST CORNER of ASPHALT 111 1 p� u 1 n FIB' L* 30� ,"�,y _ 1 n F nTnl I' �M 30.9 j I¢ 631 FOREST HILLOF HDELB EARKING LOT TROADED PAND60 XELEVF ET 629.875T OF J E fi295 In 3r 39 I o z FP= �fl�}} m 6322 29 I}'�''' FL 6277 1� - ..+II,To_ m II II Mn m+ry # f I 633.9 II I:, I I: e} FP= 1 nl Q 6 FP= m n za I II II \'-N F II �M 632 9 11 1 Q 1 8 FP= / 1pl- 1 n� �� A m _ { m E EG fi26 7 ( 1 1 1jI¢ I 631 .1 21 C } ,4.16 1 ; m n n FL 6279 Inl m R' 634.1 + FP= T" FP= 83 632.5 30 II 1� I } FP= nl n 1 rvm III II FP= "�I .n</z< RsmEn wa,E c,.Ncrs ®smEn �vw,E Iw awn 633 2 I IFP- LL 6zas '- nTn � 633.1 631.4 26 ^TE REwsION II Br _ _ 1 ES fi29 � Nn I D \ Ut ---- ---- -� _ I} 1 III III 634.8 171 \ 327 1 52.23z3i% _I 31z --- - - GRADING PLAN 3 j FP- j FP= EG fizsz o +Ikn 633.4 ,3 m I n I 4 633.3 FP= if=fiT+ a Tf= T�:= Tf 630.9• 631.E 27 Fp- \ J C 333 - -- - \� L628.3 m..,�r+v I '° ~ f�1O1-- �:� 0 s P 6T _ i�� e T� Meadows m 1 18 JJ6 s\ 331 3 E n 322 319 q 315 3t T. n �T"T^1 n nl n o ten "1 Pecan �Vllea3llows _-8- -325 - 31 - --3+e- 3_a o _ FP= InI} 1 ^ 3 FP= m P ,I 635.4 III N x 629 �n 633.7 1a Fp= FP Phase ll ( 1 163.,I"k za 631 1m 631.9 19 20 21 22 23 24 - 1 � � � FL 6284 u,��n _ ry1ry ^�tn m n M �In I xFP= p= FP= \ FP= FP= = F 1 A I ' n \ m - I" I'�'I � � � _ CITY OF FORT WORTH 635.2 Fp= 6 4.2 633.9 \ 633.5 633 , � 3- �� � �� L'I'� � � €a \ 634.6 \ N N _ _ _ TARRANT COUNTY, TEXAS s MATCH LINE THIS SHEET i 2F: ' LLJ _ `` n0 3-[-343J3 9 33.6 I. 33 329 '1 1 Z t - 39R1 39R1LA T352------yT3i46-W-y T3422�--�T33.,1131 _Ti T332-,+-+ 2,/}y1 uA '�' 8302 B299 B29.5 8292 T32B295". J= 36R2 I 3017W]1M1 Strret PMM 81]28819W SUM 3W 290 �828_8__- 288 -_ 29 Y� _-- _� I + e FOM1 WorIM1, Teves]6,67 FRN-F-1386 ry�----- �Si H io w,owwN.rcs below. III 43 CaIlUefore Oi�Hio. LEA PROJECT ID EG/TP 628.9 3J /fM NT600-Ot]e DATE MAR 2023 �E-fix�� I ill ll111 yti ss DESIGN LUKE / I ��•�� DRAWN KLOPP ORE 38R2 - \ _ 629 0i 41 JASON WIWAM _LUK SCALE = 1x IP G B fi26- NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST s �' HORZ 1"=40' /� G/TP 6297EG/TP 629.4 EG/TP 6292 EG/TP fi28.9 G/TP 6288 TPB 4 I 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: 3f<cE05.o VERT N/A SHELBY ROAD -J ioy�L'` 30' WATER FACILITY EASEMENT 111111E 11JJ L$E�Mge FORT WORTH WATER DEPARTMENT 81]-392-8296 SHEET C C #D214219232 (VARIABLE WIDTH ROW) 11 q2 ES _ _ _ _� 1 38R2 �TF 1 I NTs FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-81D0Qa2jLOa/xa/xoxa 38R2 - - - - - - - - - - - - '� - - - r - I FOR ALL OTHER FACILITIES Www.U,-811.org or 1-800-545-6005 eu OF 95 SHEETS 1 ;ALL' HE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST TC=fi26 ]1 DELTA CHA3 3AQ30'00'00"48 HOURS PRIOR TO EXCAVATING IN THISAREA pB = 39'4404WORTH WATER DEPARTMENT 81]-392-8296 �y TC TOP OFCURB WORTH TRANSPORTATION/PUBLIC WORKS 81]-392-8100g0 OTHER FACILITIES WWW TEXA5811 ORG OR 1-800-545-6005 I/\/ N 25' VARIES (25' MIN) 626.21 =fi2688 GH POI, -- 105' _ 14.5' 140' VARIES _ 105' CONCRETE w (C 5' MIN) TC ELEV J �\ AA TC=626 71 1 PGL PAVEMENT a ? PER PLAN I Q TU■■ f 2� R MIN 2 MIN � 2% MIN VIEW DETAIL PAV STA 0+69 8] VALENTIA LANE (LT) T = 1 AB TC=fi26 32 SIU FIHL HYUHAN c, 628 Yl KNUCKLE AREA STABI RARE j TI=62653 \ $� [7S' WIDE SUBGRADE PAV STA 1+68 26 VALENTIA LANE (LT) SIDEWALK 61D F - KNU( I_F_ CFCTION 14IAV = ® L HPA✓ASTA 9+03891 SONNY DRIVE TO SCALE PAV STA 5+1826 VALENTA LANE (LT) T = .i] SWEET RAY 5' WIDE SIDEWALK STD HRE HYDRANT TC=62].00 ROAD PAV STA 0+69.87 (14.50' LT) VALENTIA LANE r2) P-1I BY HOME BUILDER (ttP) BEGIN LEFT SIDE OF CURB TC=628 50 1 PERPENDIPAV STA 3+]2 50 (14 50' LT) VALEDUA LANE PAV STA CURB 24 (14 50' LT) G-G2 w LANE RAMP (ttSTD 10' CURB INLET TC=626.73 STO 10' CURB INLET TC=fi26OO a'r I I I hl'I \ U 15 t210 SY TEMPORARY 6 ] 8 9 10 11 12 13 14 5' WIDE SIDEWALK 0 z ASPH(PLT TRANSITION 1 2 - 3 ° _ V BY DEVELOPER (i1P) PAV STA 0+0].80 _ — — — — — — — —— — — — — --- — -- _--- - _ — - - --t -- - — - \ ✓ VALE,w LANE (29 29 ) _ MATCH EXISTING - - - - EG/TP=638.26� T Y P _ BEGIN 29' ASPHALT TR S IOf \ 1 �- FULL DEPTH SAWCUT REMOVE & o �� _ - — — _ \1 P ,V STA 18+03 24VSWEETARAY ROAD DISPOSE OF APPROXIMATELY 59 - — — — — — — — LE OF EXISTING ASPHALT ' — — s- — — — _____ AVEMEM MATCH ELEVATION OF __ _ p C �- ) EXISTING PAVEMENT \ I 9' i 1X BT101' 13 14 {01. II B I I05 PAV STA LANE 56 I/ ,� > VALENTIA LANE (296]' RT}} O2 (le I I 14 15 O 16 1) �8 qW � O MATCH EXISTING I R I (2) P-1 SWEET RAY EG/TP=62883 1 SO ( V - A AL 1) RI PERPENDICULAR PAVBEGSINN 2/9 ASPHALT `TRANN IITII N� 'Al SIA 15+bb 8/ SAM— DHIVL RAMP (ttP) 24 I ROAD % END IEMPUFtllel Rs�I1bLf Y�IXW51 ION —Al STA 3+]250 (1450' RT VALENTIA LANEFAV PAV STA ]+18.24 (t a.50' RT) VALE,N LANE I CENTERLINE CURVE DATA CONSTRUCT STD PAVEMENT HEADER STD 10' CURB INLET TC=fi26 73 STD 10' CURB INLET TC=626 00 PC PAV STA 7+53 BEGIN STD 29' CURBED PAVEMENT SECTION I CV# DELTA RADIUS LENGTH CHORD C-L PAV STA 0+69 87 (14 50' RT) VALENTIA LANE 5' WIDE SIDEWALK BL61N HIGHI SIUL OF BY DEVELOPER (ttP) C1 45'00'00" 50.00' 39.27' S68'18'4]'E 38.2]' PAV STA ]+92.51 VALE,w LANE (].5]' RT) TC=628 50 RaoOs POINT -1+00 s 825 Pl 620 oa 605 0+00 1+00 3+00 I Eli N-161 i118tFCT IIEC_GF'6 i� :D3LD] ]+00 8+00 FZLI�iY9: LEGEND ® TAN LIMESTONE REGION GREY LIMESTONE REGION VLl 1% (PERCTYPICAL ESECTONE SHEET ]6) _ SIDEWALK BY BUILDER (50' ROW - 5', fi0, ROW - 6') SIDEWALK BY DEVELOPER (n (50' ROW - 5', W ROW - 6') O ROW AREAS TO BE PLANTED IN GRASS BY DEVELOPER Q VALLEY GUTTER W - - - - EXPANSION JOINT z Q NOTES U 1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME W BUILDER UNLESS OTHERWISE NOTED � 2. ADA RAMPS ARE TO BE CONSTRUCTED BY DEVELOPER AND SHALL BE TYE P-1 PERPENDICULAR CURB RAMP 3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS 4. SIDEWALKS TO BE STAKED IN FIELD AND APPROVED BY LANDSCAPED ARCHITECT PRIOR TO CONSTRUCTION 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT ALL ROAD PC'S AND PT'S AND CURB RETURNS. 6 TRAFFIC CONTROL RELATED ITEMS CAN BE FOUND ON SHEET 72 & 73 FOR PROPOSED CONNECTIONS TO EXISTING ROADWAYS BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENO N AVENUE, APPROXIMATELY 1.100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 629 87 r — I I I I I 6401 I I I I I aDATE IMsTMIn luue REVISIT A s1Rln uvonre xv GATE I REVISION BY QQ:i�S III PAVING PLAN & PROFILE LILLIE LANE 630 Pecan Meadows ]Please 1 625 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 620, 391T TN t Phone 61T288 A S-300 FONWMh,T—T610T FRN-F-1336 615 HA PROJECT ID /DWI NMOO-0178 / DATE JUN 2023 DESIGN LUKE DRAWN- KUHLHLMANN 610 R2. ASON WILLIAM LUKE SCALE A" VE S C RT: SHEET SHEET 53R2 ea/za/zz4 605 OF 95 SHEETS �z- 0 20 40 80 645 640 a 635 9 s3o Pl 625 e$ {c 620 `=g M6 615 oa 610 NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 817-392-8296 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 FOR ALL OTHER FACILITIES WWW.TEXAS811.ORG OR 1-800-545-6005 PAV III(14.50' LT) OLD DINO LANE BE I L TC= EDn E OF CU (2) P-1 PERPENDICULAR PAV STA 9 RAMP (TYR) AP v 51A 2-6.24 VALENIIIA LANE 1 PAV STA 6+97 50 (14 50' LT) SONNY DRIVE PAV STA CURB 27 (14 50' LT) SONNY DRIVE STD 10CURB INLET TC=627 RB 5' WIDE SIDEWALK STD 10' CURB INLET TC-628 92 ) BY DEVELOPER (ttP) �{0d 2 1 2 O 3 4 5 6 8 9 10 11 12 O 13 14 15 i 6 1] 10 B B Y 2 R�¢ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ ' - _ - _ - _ _ - - _ _ - _ - _ _ _ _ _ - _ - _ - _ - _ - _ __ - _ - _ - _ - _ _ - _ - - _ - _ __ _7DRI. _ _ - _ 4�4 lj'' �______ _____ ___ __ _____ ______ ______ _____ ______ ______ _____ ___ _______ _______ I it 4 PERPENDICULAR 1 41 1 3fi O 1 2 3 4 5 6 ] 3O 8 10 12 13 RAMP (ttP) 14 ICLD DINO 5' WIDE SIDEWALK PAV STA 6+9]50 (14.50' RT) SONl�1 _N 1A LANE LANE BY HOME BUILDER TrYP) STD 10" CURB INLET TC=62]"R8 PAV STA 2+79 27 (14.50' RT) SONNY DRIVE STD 10' CURB INLET TC=628 92 PAV STA 0 97 SONNY DRIVE (RT) REVIEWED IU EIRE HYLTUNAry IL 6JU ltl By Sandip Adhihan a[f0:29 pm, May 19, 2034 0+00 1+00 2+00 3V00 II G� U'm I \ I I I ELL_ �ER CT Y OF -C{!T )01 TH I i I I i x/ U 53c j T — . I I 1, I j I I I SONNY DRIVE 4+00 5+00 6+00 ]+00 8+00 1 QII-L LEGEND ® TAN LIMESTONE REGION IMGREY UMESTONE REGION VLl 1% (PERCTYPICAL ESECTONE SHEET 76) _ SIDEWALK BY BUILDER (50' ROW - 5', fi0' ROW - G') SIDEWALK BY DEVELOPER (50' ROW - 5', fi0' ROW - 6') NOW AREAS TO BE PLANTED IN GRASS BY DEVELOPER Q VALLEY GUTTER W —__ _ EXPANSION JOINT z Q NOTES U 1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME W BUILDER UNLESS OTHERWISE NOTED � 2. ADA RAMPS ARE TO BE CONSTRUCTED BY DEVELOPER AND SHALL BE TYPE P-1 PERPENDICULAR CURB RAMP 3. SEE UGHTING PLAN SHEETS FOR ROAD SIGNS 4. SIDEWALKS TO BE STAKED IN FIELD AND APPROVED BY LANDSCAPED ARCHITECT PRIOR TO CONSTRUCTION 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT ALL ROAD PC'S AND IT'S AND CURB RETURNS, 6 TRAFFIC CONTROL RELATED ITEMS CAN BE FOUND ON SHEET 72 & 73 FOR PROPOSED CONNECTIONS TO EXISTING ROADWAYS BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED OP THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 629 87 1 I I I I I a E. NU— rvnNF DATE REN ON OA1E REVISIISI PAVING PLAN & PROFILE BOOM ROAD 635 Pecan Meadows ]Please 1 630 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 625 41/� Insli 301R RIM1'V� 3-300 Fod Wa 76107 620 ,Terse I 615 ASON WILLIAM LUKE I aizvz0:4 1 610 Phone 61R 26 FRN-F-13B6 LJA PROTECT ID NT600-01 R8 DATE JUN 2023 DESIGN LUKE DRAWN- KUHLMANN SCALE HOR2. 1'=4 VERT: 1'-q- SHEET 54R2 OF 95 SHEETS LEGEND NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST ; 3 I CENTERLINE CURVE DATA 48 HOURS PRIOR TO EXCAVATING IN THIS AREA ® TAN LIMESTONE REGION �Z� FORT WORTH WATER DEPARTMENT 81J-392-8296 I CV$ DELTA RADIUS LENGTH CHORD C—L o a o FORT WORTH TRANSPORTATION/PUBLIC WORKS 81 ]-392-8100 GREY LIMESTONE REGION C2 45'00'00 50 00' 39 2J' N23'18'4J'W 38 2J' FOR ALL OTHER FACILITIES WWW.TEXASBI HORS OR 1-800-545-6005 — — 1RE CONCRETE PAVEMENT N 0 20 40 80 25' VARIES (25' MIN) I C3 B11'00 420 00' 59 99' N3'16'43"E 59 94' (PER TYPICAL SECTION SHEET ]6) _ 14 5' 14.0' VARIES 10 5' I C4 8*11.00- 500 00' 71 41' N3'16'43"E 71 35' SIDEWALK BY BUILDER 0+1073 SAMBAL DRNF CONCRETE w (05' MIN) TC ELEV _ (50' ROW — 5% fi0' ROW — 6') PAV STA PGL PAVEMENT PER PLAN / YAv SI U A U./3 N110 LAN IMBA 49 a — SIDEWALK BY DEVELOPER � 2t%MIN 2x KIN 2% MIN VIEW DETAIL ID ROW — 5', E ROW — 6') A PAV STA 0+10 J3 SAMBAL DRIVE (J 5J' RT) PAV STA 8+93.84 SAMBAL DRIVE (RT) qqp PT PAV STA 1+42.47 1 STO FIRE 1YDRAN TC 62'31 31 KNUCKLE AREA ROW AREAS TO BE PLANTED S p `SLBGRD DE �,o PAV STA B+J2 41 (14 50' LT) SAMBAL DRIVE F IN GRASS BY DEVELOPER Q S75IDEWALK SUBGRADE STD 10' CURB INLET TC=628 20 + Ill 17 = VALLEY GUTTER � 15 (D 13 PAV STA 4+J8 J8 (1450' LT) SAMBAL DRIVE KNUCXI_F CF_CTION YAV SIA U+UU.UU vULc.ANV A. ____ EXPANSION JOINT 18 14 STD 10' UPS INLET TC=630 16 Fib Io sale z OLD DING NaTEs C) - - - - - - 1 10 (2) P-1 LANE 1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME W -- - _ _ _ _ � g PERPENDICULAR BUILDER UNLESS OTHERWISE NOTED _ _ _ RAIAP (1YP) 8 0 0 3 O3 31 2 2. ADA RAMPS ARE IC BE CONSTRUCTED BY fjR 1II0 DEVELOPER AND SHALL BE C3 --- - OTYPE P-1 PERPENDICULAR CURB RAMP - - - - - - - 3SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS ------------4. SIDEWALKS TO BE STAKED IN FIELD AND ` - Q APPROVED BY LANDSCAPED ARCHITECT PRIOR TO CONSTRUCTION 20 - - y _ _ -� �- T IT7Y ]/ 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT PT STA AV _ _ - _ _ E i "I^ """ ~ w ALL ROAD PC'S AND PT'S AND CURB RETURNS. p `- ROW 1 2 I 3 _ _ - - _ _ Y ��_ _ _ _ _ _ _� - _ 6 TRAFFIC CONTROL RELATED ITEMS CAN BE NANDO ANE 4 _ _ _ _ tr FOUND ON SHEET XI & 73 FOR PROPOSED _ CONNECTIONS TO EXISTING ROADWAYS PAV STA 0 SAMBAL DRI (RT) 6 - _ SIU 11HE HYU.14 HANI IL=bst 51 ] PAV STA 4+]8 JB (14.50' RT) SAM DRIVE 8 © 911 12 13 14 STD 10' CURB INLET TC=63 .16 121 1-1 VOLCANO LANE PERPENDICULAR PC PAV STA 5+18 US pgL.Jp (TYP) BENCHMARKS: 645 640 s 635 630 am 1 625 DELTA CHART D4 = 3V00'00' OB = 39'44'04" TO = TOP OF CURB SAMBAL DRIVE 2+00 3+00 4+00 Fl\ I EN Cl/( )F Ffll".T I EI`ICYi L -12�6IT- f07 (1UFii G=O -AAL ` ---.L---Ld-----L "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE REVIEWED IN EREECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 By SanE,p ABhikan at f0:29 pm, May 19, 2020 5+00 6+00 ]+00 11 JJ %% "w J —+•/7�1 -- -- — — — . ® RCN -/// 11 NO ® VTLR /1 V�aa9 RL F�CN 1 9+00 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 62987 I S Hof' u .o a �o I a/za/z� MsTMrcT roue exerwcs KX DATE I REVISION BY PAVING PLAN & PROFILE COSMOS ROAD + 635 Pecan Meadows F ]Phase 1 (n 630 W z CITY OF FORT WORTH TARRANT COUNTY, TEXAS 625 G V Q WA 391 T, JIM1 trV t. Phone 61728 3-300 FONWaBh,T—J610J FIRM -F-1- n V 620 LJA FRI. T ID NT600-0178 DATE JUN 2023 _� ry ♦ q DESIGN LUKE �y DRAWN- KUHLMANN f �lN�a 615 ASON WILLIAM LUKE SCALE NO- ;"=40' f,osE\2C VERT: _ SHE 65 R 2 7 K- 510 OF 95 SHEETS �Z--- e!!!— 0 20 40 80 —� (2) P-1 PERPENDICULAR RAMP (FEE) II Ilfl I jll i I O 28 27 26 25 24 2 3 22 21 20 19 18 I O — — — — — — — — — — — — — — — J 9 0 ------- ----------------J l — lo lr �� J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a _ _ _ _ A ------ ----- -y --- --- --- --- - ----- -- I Q------ --—__II� _ — ^2 3 4 5 6 ) 4 8 uV VAL -NTIA LANE 5WIDE SIDEWALK BY HOME BUILDER (ttP) 645 640 -- - - - - s" 635 p + 0) 630 Ld l � 625-- "Q {c 620 M6 615 - J � o° 610 m SAWAL DRIVE SAW �0 15 00 6- 00 n� �S m G 1 I � 1 _-o LT -1 606 1 T- \NC ® L RIW NI ®L N R �6 K K rv, NOTE, THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA, FORT WORTH WATER DEPARTMENT 817-392-8296 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 FOR ALL OTHER FACILITIES WWWTEXAS811.ORG OR 1-800-545-6005 REVIEWED By —dip AtlhTRa1! aT 10:29 pm, May 19, 2024 I I I I I I I I I LEGEND ® TAN LIMESTONE REGION IMGREY LIMESTONE REGION W VLl 1% (PERCTYPICALESECTONE SHEET 76) _ SIDEWALK BY BUILDER (50' ROW - 5', fi0' ROW - G') SIDEWALK BY DEVELOPER (50' ROW - 5', W ROW - 6') ROW AREAS TO BE PLANTED So IN GRASS BY DEVELOPER Q VALLEY GUTTER HJ - - - - EXPANSION JOINT z Q NOTES U 1 SIDEWALKS ARE TO RI CONSTRUCTED BY HOME W BUILDER UNLESS OTHERWISE NOTED � 2. ADA RAMPS ARE TO BE CONSTRUCTED BY DEVELOPER AND SHALL BE TYPE P-1 PERPENDICULAR CURB RAMP 3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS 4. SIDEWALKS TO BE STAKED IN FIELD AND APPROVED BY LANDSCAPED ARCHITECT PRIOR TO CONSTRUCTION 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT ALL ROAD PC'S AND PT'S AND CURB RETURNS. 6 TRAFFIC CONTROL RELATED ITEMS CAN BE FOUND ON SHEET 72 & 73 FOR PROPOSED CONNECTIONS TO EXISTING ROADWAYS 8 300 BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SPIEL ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 629 87 1 1 I I 645 I i I I DATE aMmeEEr n'nNe CHEVKv GATE I REVISION BY PAVING PLAN & PROFILE COSMOS ROAD 635 Pecan Meadows Please 1 630 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 625 �p W rw (J� 301T TIM1V� Phone 6172881900 Fo WM, Texas 76107 FRN-F-1- I LJA PROJECT ID 1 620 NT600-0178 I I I I 615 I I I _510 / DATE JUN 2023 q DESIGN LUKE DRAWN- KUHLMANN ASON WILLIAM LUKE SCALE HOR2. 1"-q0' SHEEP 01/$1/2021 5 6 R 2 OF 95 SHEETS 1 LEGEND 0 20 40 80 1I -- Y NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST ® TAN LIMESTONE REGION 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 8t1-392-8296 GREY UMESTONE REGION FORT WORTH TRANSPORTATION/PUBLIC WORKS 81 /-392-81G0 W N awTT OR ALL OTHER FACILITIES WWW E 5811 ORG OR 1-800-545-6005 (PCERTYPICALE—PAVEMENT SON SHEET 76) _ N — SIDEWALK BV BUILDER (SO' ROW - 5', ROW - B.) SIDEWALK BY DEVELOPER (2) P-1 (5C ROW - 5', 60' ROW - 6') O PERPENDICULAR ROW AREAS TO BE PLANTED ® RpMP (TYP) IN GRASS BY DEVELOPER Q W PAV S 0+7006 OLD DINO LANE (LT) ITA OI O - � VALLEY GUTTER � PAV STA 0+J0.06 (1450' LT) OLD DINO LANE ip TORANT iC=630 ]O YAV 'Ab+[/.96 URIVt EXPANSION JOINT z StUlry Lul Slut Ut c.uKe TC=630.70 �M(2) (2) p-1 - - - - PAV STA 0+1205 -5' WIDE SIDEWALK PERPENDICULAR Q OLD DINO LANE (294a' LT) BY HOME BUILDER RAMP (ttP) 0qn-_ SWEET RAY NOTES U MATCH EXISTING 319J SY TEMPORARY - (ttP) PAV SIA U+UU UU UAVIt LANt ROAD 1 SIDEWALKS ARE TO BE CONSTRUCTED BY HOME W ASPHALT TRANSITION BUILDER UNLESS OTHERWISE NOTED Cl_ EG/TP=629.89 I SONNY ('RIVE j0 ^ 10$ 13 BEGIN 29' ASPHALT TRANSITION I 2 1 10 I B 1G.d. 36 35 34 O 3 32 B II 20 G 1G5' 2. ADA RAMPS ARE TO BE CONSTRUCTED BY 1111 �ii ----�`-- - R`� DEVELOPER AND SHALL BE _E P-1 PERPENDICULAR CURB RAMP NLL DEPTH SAWCUT REMOVE & J —� ) R ~I — — — — — — — — ~ — — — — - O 3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS DISPOSE OF APPROXIMATELY 13 Sy OF EXISTING ASPHALT I 1 I 4. SIDEWALKS TO BE STAKED IN FIELD AND PAVEMENT MATCH ELEVATION OF J I APPROVED BY LANDSCAPED ARCHITECT PRIOR TO EXISTING PAVEMENT Z I CONSTRUCTION ~ - I III m Imo 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT ALL ROAD PC'S AND PT'S AND CURB RETURNS. J I W O a' - — - - - - - - - - ----� 11 I I FOUND AFFIC CONTROL R �DITEMS CAN E D ON SHEET2&J3 FOR PROPOSED _ W _-` -------- - •� CONNECTIONS TO EXISTING ROADWAYS PAV STA 0+12 34 OLD DINO LANE (29 59' RT) 4 S 6 8 I I 22 I MATCH EXISTING 1 2 3 SAMBAL )i V. 1 1 EG/TP=62988 E 5' WIDE SIDEWALK BEGIN 29' ASPHALT TRANSITION BY DEVELOPER (ttP) (2) P-t - END TEMITAPORARY OILASPHALTRANSITION PAV STA 2+15.36 (14.50' RT) OLD DINO LANE PERPENDICULAR�) CONSTRUCT STD PAVEMENT HEADER STD 10' CURB INLET TC=63028 BENCHMARKS: BEGIN STD 29' CURBED PAVEMENT SECTION YAV PAV STA 0+4607 OAVIF IANF 1X CUT ON TOP OF A DROP INLET LOCATEG ON AV STA STA 0+0000 SON DIN F ENE= THE SOUTH SIDE OF E ENON AVENUE, PAV STA 0+70.06 (14.50' RT) OLD DINO LANE N PAVEMENT HEADER APPROXIMATELY 1,100 FEET EAST OF THE BEGIN RIGHT SIDE OF CURB TC=630.70 REVIEWED 1 & BARRICADE INTERSECTION OF E ENON AVENUE AND FOREST l By S—ip AtlM1ikaii at t0:29 pm, May 19, 3014 1 HILL DRIVE ELEV 615 30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT OLD DINO LANE DAVIE LANE NARKING LOT LOCATED APPROXIMATELY 2A FEET NORTH OF T LOCATED ROAD AND APPROXIMATELY FEET EAST OF 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 FOREST HILL DRIVE, ELEV 62987 i I _ IIL n a 640 �)XI Jo 640 640 ---- -- — -- x J9 r P I I 3- fib" J I DATE Mmem lu cx SIN m uvonre xv -��\ - I GATE HF REVISION 5tR BY 635 — — — — — --�-- '�> �— -- ---'�--1--- -- -- — --- -- —j 1'-- --- 635635 1 —_ II 635 — ----- --- (I PAVING PLAN &PROFILE _ �\— _ �— pa)dP�c Sew ------ �eF OLD VIE LANE& 830 v ! (-- -- ------ /— — )N DAVIE LANE _ _ S'E IFI'�gTI - - - - -- N S�NI Y / 56 /� I - iT J� a J 5G�% / g) x 630 630 I 0 EoS L, 630 i�iji, /l-;�D? .�- 1 PecainNlead®ws i✓�i I i Phase 1 ;'_625 \ \ 3 T 625 625 r--- — 1-- — — — -- — -- 625 N ; s L I +�RJ _ HF CITY OF FORT WORTH f" _ __ u u n� 6 4r ET cl— .__ TARRANT COUNTY, TEXAS 620 3 820 I _____ __ _ � g ____��____ __1o,II�,E-e'E c'rdof F r } T �' 620 820 G _T ��pp J gqptf194 4 uw. e8 0� — - - I Ef TES-/ 361T TIM1V � Phone 61T28819 GI OT:C NICB-SP CII1-0JS -� l� SdWB _ FON WMh, Texes 76107 FRN-F-1686 {o o '! I LJA PROTECT ID „§ 815 1=` } 615 615 I 615 NT600-0178 _g va'.'�l y--- ------,, !'R�� . �T --- --� DATE JUN 2023 DESIGN LIFE DRAWN- KUHNN e > ASON WILLIAM LUKE 610 SHEET 610 610 610 __..._.__. LMA Q F 144 HORZ.SCAL1E'=4 VERT: °- x 0 E, o], fi P; n m n, -- �- r 4/IB/202a �RZ n, � 7 oa605 _____ __ __ __"�1___ I____.l: __"� __ ll-- y __� __ ll-- �____ ___ 605 60 605 of 9s SHEETS 0 20 40 80 Pengm E DI D MAMRA I ANF_ \ SWEET RAY ROAD 5' WIDE SIDEWALK BY HOME BUILDER (TYP) I { 25 I © 26 — I III D ,0 '.��II i III B 1 ! �R 1 SV EET ROAD 645 640 a 635 9 630 a� H 625 oa 610 1 — — (2) P-1 PERPENDICULAR RAMP (TYP) III MAMRA IANF PAVEMENT HEADER "& BARRICADE 1 DO I � I o I p n NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST YI 48 HOURS PRIOR TO EXCAVATING IN THIS AREA. FORT WORTH WATER DEPARTMENT 81J-392-8296 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-810D FOR ALL OTHER FACILITIES WWW TEXA0811 DID OR 1-800-545-6005 N i PAV STA 0+10 73 SAMBAL U VE PXV sin21-3SEAYE SAMBAL DRIVE PAV NANDO RROAD UJO 73 NDO LANE (J 57' LT) 3Ol+rvl 30I0' __P! _ O 1 — — — _ _ _ -- -- —_� / 9 :EE SHEET 6F— FOR KNUCKLE DETAIL 20 PT TZv sA 50022 O 23 J Ri REVIEWED sy s.RerPaenrxe,e To:29 Pm, my (4) R-1 RAMPS (lYP) CONSTRUCT STD NANDO LANE PAVEMENT HEADER & BARRICADE _1_ z !oO z LEGEND ® TAN LIMESTONE REGION IMGREY LIMESTONE REGION LL VLl 1% (PERCTYPICAL ESECTONE SHEET 76) _ SIDEWALK BY BUILDER (50' ROW - 5', 60' ROW - 6-) SIDEWALK BY DEVELOPER (50' ROW - 5', 60' ROW - 6') O ROW AREAS TO BE PHANTED 0 IN GRASS BY DEVELOPER Q VALLEY GUTTER HJ —__ _ EXPANSION JOINT z Q NOTES HT 1 SIDEWALKS ARE TO RI CONSTRUCTED BY HOME HT BUILDER UNLESS OTHERWISE NOTED Cl_ 2. ADA RAMPS ARE TO BE CONSTRUCTED BY DEVELOPER AND SHALL BE TYPE P-1 PERPENDICULAR CURB RAMP 3. SEE LIGHTING PLAN SHEETS FOR ROAD SIGNS 4. SIDEWALKS TO BE STAKED IN FIELD AND APPROVED BY LANDSCAPED ARCHRECT PRIOR TO CONSTRUCTION 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT ALL ROAD PC'S AND PT'S AND CURB RETURNS. 6 TRAFFIC CONTROL RELATED ITEMS CAN BE FOUND ON SHEET 72 & 73 FOR PROPOSED CONNECTIONS TO EXISTING ROADWAYS ROAD 5' WIDE SIDEWALK BENCHMARKS: BY DEVELOPER (TYP) I CENTERLINE CURVE DATA "X" CUT ON TOP OF A DROP INLET LOCATED ON DELTA APPIR C8# 45'00'00 � RADIUS 5000' L392TJ' S68'18 OD E 1 3827'I ILLRDRNEONL OF EE0 ENON NVENUE N ELEV 3FO 0REST )'Co ,+DD NANDO 2LANE 3+00 -----------------------a--� 645 645 ✓ p ✓ o ✓ J ~s 640 640 y 5 \ WI�IE\ PE FI Ai0 I�T 635 635 �_.._ Gf OTI CH VIC>� SPI CIF ICA TI0I IS r�I62 RI ---- --f T� ——--/---� --' ----- ---------� CIREe / F)R EJGI11 LT 625 625 - — — — — — — — fVLI H o 620 620 �! ---- ----------------------• m -- UJ— I _ 615 615 610 610 ------ h-- --- MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SPIEL ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 629 87 1 I sash I I I I I I I aDATE Mmem IUHe REVISIONBY GATE I REVISION BY PAVING PLAN & PROFILE BARON LANE & NANDO LANE 635 Pecan Meadows ]Please 1 630 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 625 III � 6NiT TIhV � Phone 617288 A Bum, 3NN 620 Foe WaNh,T— 76107 FIRM -F-1666 LJA PROTECT ID NT600-0178 DATE JUN 2023 DESIGN LUKE DRAWN- KUHLHLMANN 6.15 ASON WILLIAM LUKE SCALE HOR2. 1'=40' VERT: 1 •-4• a„4„026 SHEET 71 R 2 610 OF 95 SHEETS ell REVIEWED ly S-dip AOh 6 at f0:39 pm, May 19, 20241 x� 1• ORT WORT CITY OF FORT WORTH, TEXAS I REVISED: 08-31-2012 STANDARD CURB AND GUTTER I 32 16 13-D534 BENCHMARKS' "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 61530 NAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629S7 �.�„ — — I •� � DATE II REWSION II s+ PAVING DETAMS i ]Pecan Meadows n� Phase I r�'� r »g. r� xcnw v n x w v n v axsxwxL z".cm CITY OF FORT WORTH TARRANT COUNTY, TEXAS TEMPORARY ASPHALT TRANSITION DETAIL sEcnoNAa NOT TO SCALE LJA OgYwMYq. Y1o. LA . ,o x mnnucrt" ixww.w axmrcr ra"var. x rrmmnix xx ra nrcu 3017W M S6 t PT 8172881900 SUM 300 u, wr "�, rs nw ra v"rtxxr acmx Fort WorN, T... T6107 FRN- F-1386 LJA PROJECT ID NT600-01 78 x w+m m w a.rtv io raven xm ra,cert vrpEr lu .wiwp w sow v = " / OiO. DATE JUN 2023 s DESIGN LURE ^ � DRAWN VAMRFISI JASON WIWAM LUK SCALE HORZ N/A CITY OF FORT WORTH, TEXAS REv ] �fR CEosE � FoaT W`o�VERT SHEA x CONCRETE VALLEY GUTTER �321813-0530 O.i2,iE021 80REf2 OF 95 SHEETS