Loading...
HomeMy WebLinkAboutContract 55841-CO2DocuSign Envelope ID: 2936BF4A-B1F2-4D7C-B733-5ABED6ICOOCC Sanitary Sewer Interceptor Improvements M-295 and M-329 (Unit 1 2) DEVELOPER -AWARDED -PROJECT CHANGE ORDER PROJECT NAME: Sanitary Sewer Interceptor Improvements M-295 and M-329 (Unit 1 & 2) I CHANGE CONTRACT: Sewer (B) ORDER No: CFA #: 20-0035 CITY PARTICIPATION: I YES CITY PROJECT #: 102152 DOE #: N/A I 2 FID #: 30114-0200431-102152-EO7685 FILE #: X-26391 INSPECTOR: Christobal Fuentes PROJECT MANAGER: Yogesh Patel Phone No: (817) 392-2222 Phone No: (817) 392-2373 CSC No. 55841-0O2 CONTRACT UNIT CONTRACT UNIT 1: SEWER UNIT 2: SEWER DAYS Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost I Developer Cost I City Cost I Developer Cost City Cost COST PARTICIPATION% 5.75% 94.25% 0.00% 100.00% ORIGINAL CONTRACT $ 363,559.34 $ 5,959,211.81 $ - $ 1,277,227.85 I I I 600 EXTRAS TO DATE $ 5,611.071 $ 91,972.781 $ - CREDITS TO DATE $ -1 I $ - CONTRACTTODATE $ 369,170.411 $ 6,051,184.591 $ - $ 1,277,227.85 I I I 600 AMOUNT OF PROP. CHANGE ORDER $ 965.831 $ 15,831.171 $ - $ (1,765.00)I I I I I REVISSED 99NTRACT AMOUNT $ 370,136.24I $ 6,067,015.76 $ - $ 1,275,462.85I I I I 600 TOTAL REVISED CONTRACT AMOUNT PER $6,437,152.00 $1,275,462.85 UNIT REVISED COST SHARE Dev. Cost: $370,136.24 City Cost: $7,342,478.61 TOTAL REVISED CONTRACT $7,712,614.85 City Cost from Change Order: 1 $14,066.17 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 DocuSign Envelope ID: 2936BF4A-B1F2-4D7C-B733-5ABED61COOCC Sanitary Sewer Interceptor Improvements M-295 and M-329 (Unit 1 2) You are directed to make the following changes in the contract documents PAY ITEM # I CITY BID ITEM # QUANTITY UNIT ITEM DESCRIPTION UNIT PRICE DEVELOPER CITY TOTAL TOTAL Unit I: Sewer Improvements 14 3331.3312 2 EA 6" Sewer Service, Reconnection $1,594.00 $183.31 $3,004.69 31 3110.0102 -9 EA 6"-12" Tree Removal $257.00 ($133.00) J$2,180.00) 32 3110.0103 28 EA 12"-18" Tree Removal $672.00 $1,081.92 $17,734.08 33 3110.0104 4 EA 18"-24" Tree Removal $2,166.00 $498.18 $8,165.82 34 3110.0105 3 EA 24" and Larger Tree Removal $2,565.00 $442.46 $7,252.54 52 3303.0001 -1 LS BXpass Pumping (M-257 Section) $57,000.00 ($3,277.50) ($53,722.50) 57 3305.0110 1 EA Utility Markers $256.00 $14.72 $241.28 58 3305.0112 1 EA Concrete Collar $5,164.00 $296.93 $4,867.07 59 3339.0001 18 VF Epoxy Manhole Liner Warren Environmental S-301-14 or Chesterton for Manholes $283.00 $292.91 $4,801.10 63 3339.1101 -1 EA 5' Manhole $9,153.00 ($526.30) ($8,626.70) 64 3339.1103 12 VF 5' Extra Depth Manhole $626.00 $431.94 $7,080.06 NEW 80 3339.1102 2 EA 5' Drop Manhole $14,437.00 $1,660.26 $27,213.75 Unit I: Sewer Improvements $ 965.83 $ 15,831.17 Page 2 DocuSign Envelope ID: 2936BF4A-B1F2-4D7C-B733-5ABED6ICOOCC Sanitary Sewer Interceptor Improvements M-295 and M-329 (Unit 1 2) You are directed to make the following changes in the contract documents PAY ITEM # CITY BID ITEM # QUANTITY UNIT I ITEM DESCRIPTION UNIT PRICE I DEVELOPER CITY TOTAL Unit II: Sewer Improvements 17 3110.0102 22 EA 6"-12" Tree Removal $257.00 $0.00 $5,654.00 18 3110.0103 -4 EA 12"-18" Tree Removal $672.00 $0.00 ,688.00) 19 3110.0104 -1 EA 18"-24" Tree Removal $2,166.00 $0.00 ,166.00) E,565.00 20 3110.0105 -1 EA 24" and Larqe Tree Removal $2,565.00 $0.00 Unit II: Sewer Improvements $ - $ (1,765.00 � Page 3 DocuSign Envelope ID: 2936BF4A-B1F2-4D7C-B733-5ABED61COOCC Sanitary Sewer Interceptor Improvements M-295 and M-329 (Unit 1 2) REASONS FOR CHANGE ORDER 1 Unit 1: Pay item Vs 31 - 34 quantities were adjusted per new tree survey. 2 Unit 1: Pay item Vs 14, 57 - 59, 63 - 64, and "New 80" are due to the unforseen sswr services connected to M-295. 3 Unit 1: Pay Item 52 M-257 P by-pass credit 4 Unit 2: Pay item Ws 17 - 20 quantities were adjusted per new tree survey. 5 6 7 WATER DEPARTMENT PARTICIPATION FUNDS INCLUDED IN THIS CONTRACT RECOMMENDED: APPROVED: APPROVED: LhA4 �Q",%gnad L1-Huitt-Zollarslnc. 6rh" n '/1t •a Legends of Hanna Rancit f_ _• S�AITUI y: Services, LLA Ib, By. 966 BG4 -24 A. �( By: BEA S.V� BY: 3DID0,27/5oVQjn(A,� Name: Jordan V. Marlia, P.E. Name: Patrick Carrigan -Smith Name: Mark North Title: Associate Title: Vice President, Land Acquisition & Development Title: Chief Executive Officer APPROVAL RECOMMENDED: (CFW - Sponsoring Department) By. i d P.� Name: J. Taylor Gunderman, P.E. Title: Engineering Manager RECOMMENDED: (CFW - *Contract Compliance Manager) Victor V. Tonim j].. `V.E. By: Name: VictorTornero Title: Engineering Manager M&C Number: 23-0608 M&C Date Approved: 6/27/2023 APPROVED: (CFW - Assistant � City Manager) UA%ZA/ gLLf"A�� By: DanaDana Bur¢h�0 22�28 CDT) Name: Dana Burqhdoff Title: Assistant City Manager APPROVED AS TO FORM AND LEGALITY: (CFW - Assistant City Attorney) By: Bichar���u113,20230920CDT) Name: Richard McCracken Title: Senior Assistant City Attorney ATTEST eaarwb 1a°0e �7€=, *Contract Compliance Manager (Project Manager): By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, include Jannette S. Goodall) ensuring all performance and reporting requirements. City Secretary There are City Funds associated with this Contract OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 4 SHEET SHEET TITLE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SHEET INDEX COVER SHEET INDEX GENERAL NOTES GENERAL NOTES & LEGEND EASEMENT LAYOUT SHEET HORIZONTAL CONTROL POINT PLAN M-295 R LAYOUT & CONTROL (1 OF 3) M-295 R & M-329 R LAYOUT & CONTROL (2 OF 3) M-329 R LAYOUT & CONTROL (3 OF 3) OVERALL SANITARY SEWER KEY MAP CITY OF EVERMAN WASTEWATER CONNECTIONS CITY OF EVERMAN WATER CONNECTIONS ONCOR M-295 ABANDONMENT M-295 R PLAN & PROFILE STA. 10+20 TO 13+50 M-295 R PLAN & PROFILE STA. 13+50 TO 23+00 M-295 R PLAN & PROFILE STA. 23+00 TO 32+50 M-295 R PLAN & PROFILE STA. 32+50 TO 42+00 M-295 R PLAN & PROFILE STA. 42+00 TO 51+50 M-295 R PLAN & PROFILE STA. 51+50 TO 61+00 M-295 R PLAN & PROFILE STA. 61+00 TO 70+50 M-295 R PLAN & PROFILE STA. 70+50 TO 80+00 M-295 R PLAN & PROFILE STA. 80+00 TO 88+50 M-295 R PLAN & PROFILE STA. 88+50 TO 98+00 M-295 R PLAN & PROFILE STA. 98+00 TO 107+50 M-295 R & M-329 R PLAN & PROFILE STA. 107+50 TO 117+00 M-329 R PLAN & PROFILE STA. 117+00 TO 126+50 M-329 R PLAN & PROFILE STA. 126+50 TO 136+00 M-329 R PLAN & PROFILE STA. 136+00 TO 145+50 M-329 R PLAN & PROFILE STA. 145+50 TO 155+00 M-329 R PLAN & PROFILE STA. 155+00 TO 164+50 M-329 R PLAN & PROFILE STA. 164+50 TO END BY PASS PUMPING NOTES BY-PASS PUMPING OVERALL BY PASS PUMPING BY PASS PUMPING BY PASS PUMPING TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL TRAFFIC CONTROL EROSION CONTROL PLAN STA 10+20 TO 23+00 EROSION CONTROL PLAN STA 23+00 TO 42+00 EROSION CONTROL PLAN STA 42+00 TO 61+00 EROSION CONTROL PLAN STA 61+00 TO 80+00 EROSION CONTROL PLAN STA 80+00 TO 98+00 EROSION CONTROL PLAN STA 98+00 117+00 Cnr MOH U LENT #.I. ti SET ON EAST SIDE OF BRIDGE ® NORTH END. SET ® BASE OF CONC GUARD FAIL ON FOREST HORLS�fI51Ez2540UTH of ENON ST 5 6FOEs",°H�L�EoR 49 EROSION CONTROL PLAN STA 117+00 TO 136+00 ET ON THE WEST SIDE E o SET A:..41',oRrH o THE NORTH GB of 50 EROSION CONTROL PLAN STA 136+00 TO 155+00 OF THE S UTH CONc"TT`""FnTGDwn°LF OFF A FOUR BA°RBREL GOING PAR" cuL�E K REV 1 51 EROSION CONTROL PLAN STA 155+00 TO END uonc THE wisr SIDE of E%csr639LLooR.Ro 9 ABOVE THE aon0. — N 6918948.96 E 234)354 22 52 EROSION CONTROL DETAILS 53 TREE PROTECTION STA 10+44 TO 23+00 54 TREE PROTECTION STA 23+00 TO 42+00 55 TREE PROTECTION STA 42+00 TO 61+00 X >< 56 TREE PROTECTION STA 61+00 TO 80+00 X 57 TREE PROTECTION STA 80+00 TO 117+00 X 58 TREE PROTECTION STA 117+00 TO 136+00 X REVIEWED 59 TREE PROTECTION STA 136+00 TO END X BY Victor V Tornero Jr. at 4:26 pm, Jun 02, 2023 60 TREE PROTECTION PLAN INDEX DETAILS X 61 TREE PROTECTION INDEX X 62 EAST ENON AVE DEMOILTION PLAN 63 EAST ENON AVE PAVEMENT PLAN & PROFILE STA "0 TO STA 9+50 64 EAST ENON AVE PAVEMENT PLAN & PROFILE STA 9+50 TO STA 19+00 65 EAST ENON AVE PAVEMENT PLAN & PROFILE STA 19+00 TO STA 28+00 66 EAST ENON AVE PAVEMENT DETAILS 67 CONSTRUCTION DETAILS 68 CONSTRUCTION DETAILS X 69 CONSTRUCTION DETAILS 70 CONSTRUCTION DETAILS 71 CONSTRUCTION DETAILS 72 CONSTRUCTION DETAILS 73 CONSTRUCTION DETAILS 74 CONSTRUCTION DETAILS 75 CONSTRUCTION DETAILS 1oB...... M`.....L .. 2_ O 1/2023 a Fmm Ragsoagon No F T6, _ WA4.aIN_ THEG AT z U11T048 HOURS PRIORL TO EXCAVATION FINL THIS"AREA � FORT WORTH WATER DEPARTUENT (B1J) 392-8296 TRANSPORTATION AND PUBLIC WORKS (81 J) 392-8100 817) 293-5 (8001 DIG-TESS7 Q TEXAS ONE - ett CALL SnREVISIONS/ NO DESCRIPTION DATE By 0 ISSUE FOR CONSTRUCTION 02 19 2 1 REV 1 04/26/2 NCOMEZ Z o SANITARY SEWER INTERCEPTOR g. IMPROVEMENTS M-295 & M-329 I FORT WORTH eaG wan nn araat an Gm Fan woHn,Tou pans-4�n Tn rxn. cem sssaaGD F.1lwm msms 5 INDEX SHEET 2 /7�� City of Fort Worth, Texas Mayor and Council Communication DATE: 06/27/23 M&C FILE NUMBER: M&C 23-0608 LOG NAME: 60SS M-295 M-329 HANNA RANCH REPLACEMENT CO2 SUBJECT (CD 8) Authorize Execution of Change Order No. 2 to City Secretary Contract Number 55841, a Community Facilities Agreement with Legends of Hanna Ranch, Ltd., for Public Sanitary Sewer Mains M-295 and M-329, Increasing City Participation by $14,066.17 and the Total Contract Amount by $15,032.00 RECOMMENDATION: It is recommended that the City Council authorize the execution of Change Order No. 2 to City Secretary Contract Number 55841, a Community Facilities Agreement with Legends of Hanna Ranch, Ltd. for Public Sanitary Sewer Mains M-295 and M-329, located in the Village Creek Basin, increasing City participation by $14,066.17 and the total contract amount by $15,032.00. DISCUSSION: On April 13, 2021, the City Council (Mayor & Council Communication 21-0286) authorized the execution of a Community Facilities Agreement with Legends of Hanna Ranch, Ltd., with City participation in an amount not to exceed $7,574,786.00, for replacing and oversizing public sanitary sewer mains M-295 and M-329, which provide service to the City of Fort Worth as well as the City of Everman in the Village Creek Basin. On March 28, 2023, Change Order No. 1 was administratively executed due to increased quantities. Change Order No. 1 increased City participation by $91,972.78 and increased the Developer's participation by $5,611.07. Change Order No. 2 is necessary due to increased quantities and unforeseen sanitary sewer services connected to both sanitary sewer mains M- 295 and M-329. Change Order No. 2 increases the City's participation by $14,066.17 and the developer's participation by $965.83. The anticipated cost for the Public Sanitary Sewer Mains M-295 and M-329 project after execution of Change Order Number 2 is as depicted in the table below: Unit 1 94.25% City / 5.75% Developer City Cost Total Cost Developer Cost (Construction Costs I $370,136.24 $6,067,015.76 $6,437,152.00 (Construction Fees: A. Construction $8,593.37 $140,856.63 $149,450.00 Inspection Fee B. Admin Material $943.86 $15,471.14 $16,415.00 Testing Fee C. Estimated Material $7 271.19 $119,184.24 $126,455.43 Testing (Total Cost Unit 1 $386,944.66 $6,342,527.77 $6,729,472.43 Unit 2 100% City Developer Cost City Cost Total Cost (Construction Costs I $0.00 $1,275,462.85 $1,275,462.85 (Construction Fees: A. Construction $0.00 $34,300.00 $34,300.00 Inspection Fee B. Admin Material $0.00 $2,989.00 $2,989.00 Testing Fee C. Estimated Material $0.00 $25,544.56 $25,544.56 Testing (Total Cost Unit 2 $0.001$1,338,296.41 $1,338,296.41 Total Developer Cost City Cost Total Cost Total Cost Unit 1 $386,944.66 $6,342,527.77 $6,729,472.43 Total Cost Unit 2 $0.00 $1,338,296.41 $1,338,296.41 Contingency $0.00 $1,030,178.83 $1,030,178.83 *Total Project Cost $386,944.66 $8,711,003.01 I$9,097,947.67 *Numbers will be rounded up for accounting purposes Funding for the CFA-SS Mains M-295 and M-329 as depicted in the table below: Fund Existing Appropriations CFA Developer— Fund 30114 $49,537.23 Water/Sewer Bond 2016 - Fund 56005 $167,341.00 W&S Community Facilities Agmt — Fund $16,502.34 56008 Water & Sewer Bond 2020A - Fund 56017 $1,329,602.00 W&S Rev Bonds Series 2022 — Fund 56020 $8,711,004.00 Project Total $10,273,986.57 Funding is budgeted in the Wastewater Department"s Water & Sewer Revenue Bonds Series 2022 Fund for the purpose of funding the CFA-S.S. Mains M-295 and M-329 project, as appropriated. This project is located in COUNCIL DISTRICT 8. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the W&S Rev Bonds Series 2022 Fund for the CFA-S.S. Mains M-295 and M-329 project to support the approval of the above recommendation and execution of the change order. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. Submitted for Citv Manaaer's Office bv: Dana Burghdoff 8018 Oriainatina Business Unit Head: Chris Harder 5020 Additional Information Contact: Melissa Harris 8428 Expedited 300 SY OF _ _ _ _ _ _ _ _ _ IIII I\ ) �T SET ON EAST SIDE OOF N BRIDGE MONUMENT A6618 Lj i ` I I I IIII` C \ \ `( 045e] H END. SET ® BASE OF CONC GUARD ? ' ' \ \� �� \ i ®ILL DRIVE, SOUTH OF ENON ST to - TOTAL NET MAT ___---SSMH Al - 44 T/!/ -� GALYEAN BEAU TO BE INJALL£O- STA- 45+]a 91 M-295 R /// \ Iz i L IG I KAR4NON E2234 i � N 6915 s 7431 os � REMOVIMAND-R€05 L CONSTRUOT W ADDITIOLOT g - --- , NCK'110T �� Cltt MONUMENT ASJ24J APPROXIMATELY 105 LF I- 5" DIA. DROP MH W/ EPDXY LINER ��// \WESTON BILL R " I SSMH Al 9 SIT ON THE WEST SIDE OF FOREST HILL DR 436' NORTH O THE NOR1H CB OF OF EXISTING BARBED INSTALL CONC COLLAR, /lI 6100 ANGLIN OR STA' 49+2291 M-295 R 1 HOMESTEAD SHELBY COUNTY SCHOOLOYAL CREST W. AT THE ENTRNu� E�OF �FEARFOEUR I REFTONI PARK IN THE CU F WIRE FENCE SEE DETAIL LOCKING, WATERTIGHT / 1 \ COCONSTRUCT: CENTER OF THE SOUTH CONC H F N BOX _FT k LAND SO A-1375 1J LF AL THE WEST SIDE OF LO�ESTsyOLL OR. 09' PBOVE THE ROAD. SHEET J4 COMPOSITE COVER PER 1- 5" DIA. MH DETAIL 0009 ON SHEET 68 \ \TS 39D01 ASPHALT PAVEMENT INSTALL GONG COLLAR, rv6918848.96 E2}47}5422 STA 43+50, INSTALL 16' INSTALL MARKER POLE PER �\ \ REPAIR SEE DETAIL J__40CKING, WATERTIGHT n •� 1/ ___ ccyA.��DOU�LE GATT DOE NTER ON DETAIL D016 ON SHEET 71 X \ \ D521-A ON SHEET 70 -I COMPOSITE COVER PER = I NOTES -PROPBy1 10' M-295 R) SEE 1 \ \ O EfAR EET J4 INSTALL ODOR CONTROL PER \ 1 DETAIL 0009 ON SHEET 68 / I 1 THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES O�� '� DETAIL of ON SHEET 71 \ STA 48+81, INSTALL 16' T 1 / INSTALL MARKER POLE PER f- }_�_����'/ AND NOTIFY ENGINEER OF ANY DISCREPANCIES. + P ---\g RIM= 595.28 \ DO GATE CENTER 1 SHEET ]i m I EX 24" HEADWALL 2. ALL 30"' SANITARY SEWER MAINS SHALL BE PVC ASTM N r• Ism m 'F_-_ _ `, I - 1\ ��., PROPOSED 30 -295 R) SEE I RIMTAIL5982]ON TO BE REMOVED I F679 (PS f15 OR ERR ASTM D3262 ISM 72, -- - - - - - 'T E�� D AIL SH Ef J4 & REPLACED TO 3 REFER TO SHEETS 67-72 FOR ALL SANITARY SEWER x_ _ ._- „T X-�p2., U1 EX CONDITIONS t n DETAILS W W 00 i \ =� I _ _ _ 1 (n y 4. COMPACTED FILL SHALL BE PLACED PER CITY OF FORT W 43+00 'yam 45+00 SDO'3f'4E 46+00 �Liail w LAIR ( x F --- Z L i 47#$Q-H I*I 14}* i EH 1+R6i&+" I+is6H I+H+iF` 1 0 / 1' I I IT4 C� WORTH STANDARD SPECIFICATIONS AND GEOTECHNICAL —A/793' — — — — II GAL —ICES 1 / Q EX UTILITY POLE 1�1 = RECOMMENDATIONS. RENCHING PUBLIC UTILITY ALL BE COMPACTED PRIOR TO } / \ OF EXISTING LWR LIGHT = ADDITION l s— - - -- PES (n I� 5 INSTALL ASTM F679 PVC OR ASTM D3262 ERR, FITTINGS, = W Q ( — — — — — — j' _ \ X BLOCK i LOT l (n -- _ 51+00 I. _ SPECIALS AND APPURTENANCES AS SHOWN IN THESE _ - --�— L \ oV IRON FENCE SEE DETAIL 1 14 I HOMESTEAD l I� I (� z PLAINS, AS SPECIFIED IN SECTION 33 05 10 AND IN LINE _ w 1 / REMOVE AND REPLACE III II _ 7 y' I I / ITl F X, IT4 m ACCORDANCE WITH THE PIPE MANUFACTURER'S / �N EI �I RECOMMENDATIONS SSMH Al 8 / I y _ _ - _v _ U 6 THE CONTRACTOR SHALL MAINTAIN EXISTING ROADWAYS & STA 43+00 M-295 R 1 W SHEET 74 I I = +FOLLOW COFW STANOARUS FOR TRAFFIC CONTROL CONSTRUCT \ / I_ II 5' DIA DROP MH W EPDXY LINER ( -/ �' / U 7. PIPE CAPACITIES AND VELOCITIES SHOWN FOR 0.75 D/D / SEE DETAIL SHEET 71 AND MANNING"S "N'=0013. INSTALL CONC COLLAR, (( // — - — ' M295 R STA 49+80- � 1 I V) I 8 ALL TRENCH BACKFILL WITHIN PUBLIC RIGHT-OF-WAY IS -LOCKING, WATERTIGHT `BEGIN ABANDON AND GROUT 21"" VC SS (X-15732) 1 �y W 1 ( _TO BE CEMENT STABILIZED SAND (CSS) BACKFILL IN COMPOSITE COVER PER NIKOVICH MICHAE III CDETAIL 0009 ON SHEET 68 4501ANGLINCISEE DETAIL SHEET71 ACCORDANCE WITH SECTION 33 05 10 SPECIFlCATIONINSTALL MARKER POLE PER SHELBY COUNTY SCN` OL EXISTINtyl M-295 STA: 46+09 (4" RT) I II n I m 9. ANY CONCRETE MANHOLES SHALL HAVE WARREN 1 -{ I EENVIRONMENTAL S-301-74 OR CHESTERTON EPDXY DETAIL DO 16 ON SHEET 71 A-1375 EA. 39B - 21" V.C. SS X-15732 I I CORRORION PROTECTION INSTALLED PER SPECIFICATION Of RIM = 59569 L-.��- _���� I-------hwIM^iL---1— 6000 MATCH LINE 50+50 SEE THIS SHEET 10 DOUBLE DITCH METHOD TO BE USED OUTSIDE PUBLIC 6T5 \\\\ �• "• I 6T5 RIGHT-OF-WAY. SEE NOTE ON SHEET 3 GENERAL NOTES FOR ADDITIONAL INFORMATION M-295 R REMOVE AND DISPOSE OF EXISTING 21 1 VC 50 L Y OPEN CUT REPLACE -IN -PLACE O SS PIPE AND MANHOLES. REFERENCE FILE NO X-15732 FOR EXISTING INFORMATION. J W INSTALL TURF REINFORCEMENT MAT 610 I 610 © FOR DETAIL LONESHEETPROE750N SEE R R FORT MORTXORTR Imo, I N ro` r ^2j �n 605 I` s 100-YR L a h ro 11 - a ! + q 3 605 o _ o -- ..1-- °3 0 o II II � a o o II ¢ e R h` I p.L g Q QELODOPLAIN E -+ ,+ ELEV: 598.0 I CO�UN'1'YT 0 REMOVE KGRON i 600 100-Y �'¢' 0' (L rL�FLL0ODPLAIN YFLOQODPLAIN '^ i a 0 0 �— DISPOSE ONO -- - 600 KEY MAP M �FLOODPLAIN P ¢ ELEV 598.0 _ ELEV 599.0 ut ����� NTS EX. 4' MH -- ELEV 5970 0 IP --- REMOVE AND _ - TI /J DlsPosE i 595 OF -I, za \ `!/•✓Ii EX. 4' MH - _ ------ 595 BROWN SANDYTOP _-_ --- --- II J LLL ijA IR $ = _ BORE LOG PER 590 R.w:33 J9Maxunp� I'X-1 732 RECOR v) 0 20 40 80 A11;o.+<ioENSE: '2�� 5 W 1 DRA IN - W 590 SC SCALE 1" = 40' 05/01/2023 a _ V) I I _ I I (n VERT SCALE 1" = 4' Finn Re9Ro-.00n NO FJst � O RAV Lag' _ .4.1IN w OWACT O I LElSTC48 HOURS PRIORLTO EXCAVATION FINLTHISNAREA 'i --rG AT BROWNS I + FORT 'LEAST WATER DEPARTMENT (817) 392-8296 OREouIRED= 12 MCC $85 Q GRAVEL B' 11 n 585 TRANSPORTATION AND PUBLIC WORKS (fi1J) 392_8100 n - 13927 MID m - � C QVFV = 12 MGD A _ - _ T (IT NTY 81J) 293 7817 W q OGP= 31.10] MGD GRA _ .a I- 1- TExns ONEOU 811 CALL snTEM 80M o0-TEAS Q IIT z 'J II 1v„_.------ - --- -- -- II Gil LF 30 s 1 W /e00 - I EX 21" VC 348 LF 30" SS PIPE ®041%SEE 0 E Z - c REVISIONS _ __ J NO DESCRIPTION DATE BV r^ rt (X-15732)_i__-®_0.359" SEE NOTE 2 OREavIRm= 12 MGD 5gp 0 ISSUE FOR CONSTRUCTION 02 19 2 d 580 �J It- -_•J 275-IF 30Y VS PIPE __ - - -_ -- .. -_- :- EX. 27"" VC J--_® X3HE SEE NQTE 2 - 'A U 1 (X-15732) 0]4 IN U 1 REV 1 - ADDED DROP MHs 4/26/2 N� Z HARDu /1�� I- .L I' . 1 "x[WIRED3 12 MGD Q O a 252 LF 30" SS PIPE ' 63' LF CONCRETE Ocm= 13 92] MGD F ® o357 SEE NOTE 2 ENCASE PER DETAIL I( SANITARY SEWER INTERCEPTOR 575 7 I REVIEWED 575 IMPROVEMENTS M-295 & M-329 &S fINSURE CONTRACTOR SHALL MATCH EXISTING IlGRADESWHEN COVERING FORT WORTHTILIT"ATER/SEWER/GAS) LINES To Bytor V Tornero Jr. at 4:26pm, Jun 02, 2023 THEY DO NOT POND, ALTER, OR z9r1.. ffi 570 CHANNELIZE ANY STORMWATER 570 FM'MMRTuu l6pR-4 rxn. rom aswDD F.X cem xs-ms g N� Nh h h �N N N mm m� m� m2 �m M-295 R PLAN & PROFILE I STA. 42+00 TO 51+50 s18 W� #2+00 I I 42+5 {3 0 '13 5 'W 0 {4 5 M1S 0 45+50 46 0 M16 50 47+00 4]+5 8 00 -��. 49+00 49+50 50+00 50+50 1 0 i 5 z 1� � -----i--1--- --------------------------I^-----------------------z----1- ------- - --� p`- ESTON BILL 260 WESiON BILL R + I 8100 ANGLIN DR N a 2 O SHELBY COUNTY SCHOOL V' I O W o W UND SURV A-13J5 I TR 39D01 I Zw Wei 43 DO 44 00 — 45+00 6 �s46+00 47+00 48+00 W9 0 I�55 r—Ss is ss ssTSs piss 5 ss ss ss 5- ss .5�-55 Q -I----- — — — — — — �. T262 GAL MEAN BEAU h I R \ 4500 ANGLIN CIF KARANGES i ON I269 DITIBLOCK — _ AD III 1 � x LOT 1 HOMESTEAD I � 265 A1375-398 4501 ANGLIN CIR w }I NIKOVICH MICHAEL ( (REVIEWED SHELBY COUNTY SCHOOL LAND lSURV BY 1375 TRACT NJGB D By Victor V Tornero Jr. at 4:27 pm, Jun 02, 2023 �' 1 t' V o I .In f IX ' II MATCH LINE 51 +50 SEE THIS SHEET BOTTOM LEFT I REAL 00083-U / G 4500 AN— CIR / w h KARANGES / ADDITION BLOCK 1 F I W W LOT i HOMESTEAD 2. U' I 28 ,::I � I 200 282 284 2879 290 Lo 8 p + a 1 271 277 283 J = 372 52+00 _ 53+ o % Y)5 54,00 5y`— — — A13J5-398 4501 ANGLIN CIR NIKOWCH MICHAEL FINLEY GARY P SHELBY COUNTY SHELBY COUNTY SCHOOL LAND SURV SCHOOL A-1315 Abstract 1375 Tract TR 39801 39B BEAU GA.— INC 8 12 AA—C p � BAIR B4RTOLOWITS ^ VI SUBDIVISION Block 1 LOT 1 JIIII Wh - - - _ 0 I ± o w w 96 z = +00 85 SJ+00 8+00 59+00 60+00 �1+0j = LU ss st s -��,sTw rss sR (� w ssTss 295 I � a Q ! vN �W A13]5-39 4401 ENO, RD MOORE GEORGE H I / SHELBY COUNTY SCHOOL IAND SURV Afis[roct 1375 Tract 39 HS SET ON EAST SIDE RAL OOF BRIND N FOR —® ILL MNOORIVNE 808UTH OF EVE 57 CONC GVARD Z EUDI- 622 71 N 6915045 75 E 2347431 06 CII TH ST SIDE OF NONI MENT #836247SET Il. OF N CENTTERLYALN OFREVE LN THE 1 ATHTHE CONCNTHFADWHLL OF ACILRFOUR MOBILE RREL101-1 F CO PARK BOXTHE H CU THE LVERT k ALONG THE WEST SIDE OF FOREST HILL DR 0 9' ABOVE THE ROADCU N 94896 E323411122 691 LEGEND TREE NUMBER/LOCATION TEMPORARY CONSTRUCTION FENCE �I TREE PROTECTION FENCE AND POST (,J�(XJy(,� TREES TO BE PROTECTED K `JCl TREES TO BE REMOVED TREF PRESERVATION NOTFS i. ALL TREES ARE TO REMAIN UNLESS DESIGNATED FOR REMOVAL ON DEMO PLANS PRIOR TO CONSTRUCTION, PRESERVATION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF ALL TREES OR TREE GROUPS TO REMAIN TREE PROTECTION FENCE SHALL REMAIN THROUGHOUT CONSTRUCTION 2 SOME PROPOSED WORK WILL REQUIRE DEMOLITION OR NEW CONSTRUCTION WITHIN LIMITS OF TREE CANOPY DEPICTED ON PLAN IN THESE CIRCUMSTANCES, CONTRACTOR SHALL STRATEGICALLY LOCATE PRES-ATION FENCE INSIDE THE DRIP LINE BALANCING NEED TO PROVIDE ROOM FOR PERFORMANCE OF PROPOSED WORK WHILE MAINTAINING TREE HEALTH CONTRACTOR SHALL NOTIFY OWNER OR LANDSCAPE ARCHITECT IF PROPOSED CONSTRUCTION THREATENS THE HEALTH OF A TREE 3 APPROXIMATE EXTENTS OF TREE PRESERVATION FENCE IS SHOWN ON PLAN ACTUAL LIMITS MAY VARY ACCORDING TO FIELD CONDITIONS. 4. PARKING OF VEHICLES OR PERFORMING WORK WITHIN PRESERVATION AREAS OTHER THAN WORK SHOWN ON THE PLAN WILL NOT BE ALLOWED 5 NO FILL OR EXCAVATION OF ANY NATURE SHALL OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVED, UNLESS THERE IS A SPECIFIED GRADE CHANGE SHOWN ON THE GRADING PLANS. 6 DISPOSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO PAINT, ASPHALT, OIL SOLVENTS, CONCRETE, MORTAR. ETC WITHIN THE CANOPY AREA OF EXISTING TREES SHALL NOT BE ALLOWED J NO ATTACHMENTS OR WIRES OF ANY KIND OTHER THAN THOSE OF A PROTECTIVE NATURE SHALL BE ATTACHED TO ANY REE 8 NO MATERIALS SHALL BE STORED WITHIN THE GRIP LINE AREA OF A TREE IT BE PRESERVED 9. TREES WITHIN TEMPORARY EASEMENT TO REMAIN. 10 CONTRACTOR TO HYDROMULCH WITHIN TEMPORARY AND PERMANENT EASEMENT 0 20 40 80 Ill oyx, �rCENSERL?p,�A _ 0 llley CD SCALE. 1"=40' 05/01/2023 a Fim, Registration No F 761 W THE FONTRAcroR S—L r THE FOuovANG AT "IS FORT WORTH WATER DEPARTMENTTO E% 0317)N392-0296 AREA 3 T-SPORTATION AND PUBLIC WORKS (el]) 392-BI00 ell) 29 RANINCOUNe (817) 266 TE557 8001 4 TEAS O - CUL EM - REVISION N0. DESCRIPTION DATE �I BY y 0 ISSUE FOR CONSTRUCTION 02/19/21 1 REV 1 - NEW TREE SURVEY 4/26/2IIN.GOME2 O O SANITARY SEWER INTERCEPTOR IMPROVEMENTS M-295 & M-329 i FORTWORTH w HUffT--BARS H� fat WaF o 500WM 1M 80'<4(�� Fart Warp Twc 1M02-4728 In RCar1e (8P1 eeR'✓DDD Fa (8m 38'+1025 75 TREE PROTECTION STA 42+00 TO 61+00 SHEETm 55 NT A66 0 ND Z SET ON EAST CINDE ON FOREST HILL RIVE 16U OF SIR 57 CONC GUARD _ 622 N 6915OHS 7E E 2347431 06 MONUMEM gb]14] 3 0137E-39 4401 ENON RD / 2A 5 / / sEi THEW SIDE 0 SLEV- Cott RTH 0 THE NORTH R OF N EN ATHTLONLNTRIL..1 RFOUR MORRELFHONC PBO% IN k MOORE GEORGE H / 00 Z' HEAD- OF AHILL EMYERN ORESi LTHE L ALONG THE WEST SIDE OF FOREST HILL DR 09' ABOVE THE ROADLU T SHELBY , -1 SCHOOL LAND SURV Abstract SCHOOL / T E48 = t13Z p0 Tract 39 HS / / [n\2 N69,6 6 3 36422 LEGEND REVIEWED / / Jj, TREP B v By Victor V Tornero Jr. at 4:27 pm, Jun 02, 2023 l J 1 / / 69 � �\O TEMPORARECONSTRUCTION FENCE TREE, PROTECTON FENCE AND POST BE PROTECTED TREES TO BE REMOVED L() I X� � _ / � / / REF PRESERVATION NOTFS LL- 1, ALL TREES ARE TO REMAIN UNLESS DESIGNATED FOR REMOVAL ON DEMO PLANS PRIOR TO CONSTRUCTION, J 0 62+00'� b. 00 64+00 T iC / / -S_ "�'p� ®1Y;/,/T 66 PRESERVATION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF ALL TREES OR FREE GROUPS TO REMAIN REE PROTECTy SHALL REMAIN THROUGHOUT �. / / - �x CO STRUI�TIONENCE 2 SOME PROPOSED WORK WILL REQUIRE DEMOLITION OR NEW U Llis_� t _ - CONSTRUCTION WITHIN LIMITS OF TREE CANOPY DEPICTED ON PLAN IN THESE CIRCUMSTANCES, CONTRACTOR SHALL y STRATEGICALLY LOCATE PRESERVATION FENCE INSIDE THE DRIP LINE BALANCING NEED TO PROVIDE ROOM FOR ' PERFORMANCE OF PROPOSED WORK WHILE MAINTAINING TREE III HEALTH CONTRACTOR SHALL NOTIFY OWNER OR LAND-1 W ARCHITECT IF PROPOSED CONSTRUCTION THREATENS THE HEALTH OF A TREE K 3 APPROXIMATE EXTENTS OF TREE PRESERVATION FENCE IS SHOWN ON PLAN ACTUAL LIMITS MAY VARY ACCORDING TO FIELD CONDITIONS. 4. PARKING OF VEHICLES OR PERFORMING WORK WITHIN PRESERVATION AREAS OTHER THAN WORK SHOWN ON THE PLAN WILL NOT BE ALLOWED .{ 5 NO FILL OR EXCAVATION OF ANY NATURE SHALL OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVED, / THERE IS A SPECIFIED GRADE CHANGE SHOWN ON THE GRADING PLANS. / 6 DIS,- OF ANY WASTE MATERIAL SUCH AS BUT NOT LIMITED TO PAINT, ASPHALT, OIL SOLVENTS, CONCRETEMORTAR,, WITHIN THE CHNIPY —TING 01 EES / / / CA1375-3 805D IHALI ] NOAT(AIT RE ALLOWED L OW WIRES ANY RFKAINO ORERTHAN ~O BIBLE BAPTST CHURCH EVERMAN A1375-32B05D .1 E ENON AVE /SHELBY COUNTY SCHOOL \ THOSE OF A PROTECTVE NATURE SHALL BE ATTACHED TO ANY TREE 4 102E E ENON AVE NOUK, C D SUBDIVISION Lot 1 38240-32-AR / RENFRO CARDENAS PEDRO SANDOVAL CARN Y 1009 E ENON AVE A-1375 R. 32805D / \ 8 NO MATERIALS SHALL BE STORED WITHIN THE GRIP LINE AREA OF A TREE TO BE PRESERVED y 1 [\ PORTION WITH EXEMPTION 318479, OF LAND / 101J / SHELBY LAND ADON A / SHELBY COUNtt SCHOOL E ENON AVE q-13]5 R 32803 & 32B04A COUNTY SCHOOL / BIOck 32 Lol / ➢ TREES WITHIN TEMPORARY CASEMENT TO REMAIN. 10 CONTRACTOR TO HYDROMULCH WITHIN TEMPORARY AND PERMANENT EASEMENT \ \ AN n \ 71 / i�m= °F eggt � 2. O+0 = z ytP itt2 u�i 4\ �m 2`'t ktl�T % 11 _-�25, /\ CPO } 0 20 40 80 �CEVT E'? K IFeEh N.:� + OO /— - —u8+00 ss��ss 7 ^© \� SHIP —` a 05/01/2023 u SCALE. 1"=40' Fim�Registraeon No FTS, V W W I J I — 0 _ 71+00 za ��ss�f-ss�rsS — — — — 74 0 72+00 / 73+00 355/ ss — — u76+00 Sly 77++ �/ — !/ ��— L— — - — ~ / _ — — — 46 `LJ - _ \ \ THE EASTLONTRNFTOR SNAL T THE Fouo RS z 1. FORT WORTH WATER DEPARTMENT HOURS PRIOR OOE%�(SIT)N392-6296 AREA TH AN EVERIMAN PUBUC WORKS �:l7j 293-0525 y U tss�ss Q 1 �55 =s �� / — ® JO 35 o- / / RANG COUNn T= ONE - RII CUL SYSTEM / 1 Olc-TEss REVISION$ 00j 266-]el] F _ _ —+— / NO. DESCRIPTION DATE BY N / W I L{] LLLYYY / 0 ISSUE FOR CONSTRUCTION IO2/19/21 �I 1137E-328 1 REV 1 - Al TREE SURVEY p4/26/2IN.GOME7 HELT50 RUBY 3850 BLUEBELL FRANCES OR SCHOOL Z A1375-3 E ERMAN a of SHELBY COLNtt LAND SURV 75 TRACT ABSTRACT 326 r SANITARY SEWER INTERCEPTOR 11 3900 BLUEBELL OR SCHOOL137 ��- _.. IMPROVEMENTS M-295 & M-329 i 4ANDLSURV Abstrcct / \ / FORTS/W�OORTT■HH Tract 328Di / \ ' / I ��7��((\� HV�Ll-11 11 S K !MM-Ia.F, M. Fa„YaF 0 � LL F60°OriWW hTwc 7tO� 33SNYl6 Fu (81n � TREE PROTECTION STA 61+00 TO 80+00 SHEETc 56 13]5-32805 / CARGO JUAN 93J E ENON A,, SHELBY COUNTY SCHOOL LAND SURV Abstract 1375 I Tract 3280 / CO — _ — _ — — — _ — F I C 4��_ I\ \\ i10 \ \ \ Ai3]5-32Bw HELTON RUBY PRANCES '0 BLUEBELL DR SHELBY COUNTY""" \ \ LAND SURV ABSTRACT 13]5 TRACT 326 \O \ \ J A1375-32905A ARTALMA E 7 E ER 90E ENON AVE SHELBY CD \ SCHOOL IAND SURV Abs11 tract1 1332 Troct 3285A & 32B5B a \ \ \ R a — — X 55lUi / W� \ BEAN SHELBY COUNTY1 SCHOOL E I ENAVE J5 TR A-1332805C I I REVIEWED d A,37NERG X T O ENERGY INC By Victor V Tornero Jr. at 4:27 pm, Jun 02, 202335 E ENON AVE 3 W SHELBY COUNTY SCHOOL LAND b SURV ABSTRACT 1375 TRACT 25A TI I H b l II i 7; 67 ET 911 ss85 F o-` 11 Jr Os b li r 68 T' C STA: 1 1 1 +00 JONES MARY L 904 E ENON AVE SHELBY COUNTY SCHOOL LAND SURV ABSTRACT 375 TRACT 33 G A 1375-33G \ \ / JONES MARK A \ �\ 904 E ENON AVE \\ SHELBY CDL_ SCHOOL LAND SURD ABSTRACT 13]5 TRACT 33G1 J S�P A88 SET ON EAST SIDE OF BRIDGE HILL DRIl ENO. SEr 0 &SE OF CONC GUARD RNL ON FOREST ELEV RIV62, SOUTH OF ENON ST N 6915045 75 E 2347431 06 11 FOTHE *11 SIDE 11 REST NONINENT g836247 N OF OF FNTERN OFFLTHF S ATHTLONSNTFANOWH�L OR AFFOEIIR MORRSLNORTH FHONI PBO%THE HIN C VEST k ALONG THE WEST SIDE OF FOREST HILL DR 0 9' ABOVE THE ROADCU 94896 E3234� 422 IN69t LEGEND TREE NUMBER/LOCATION 22 TEMPORARY CONSTRUCTION FENCE A 3E TREE PROTECTION FENCE AND POST K TREES TO BE PROTECTED TREES TO BE REMOVED L ALL TREES ARE TO REMAIN UNLESS DESIGNATED FOR REMOVAL ON DEMO PLANS PRIOR TO CONSTRUCTION, PRESERVATION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF ALL TREES OR TREE GROUPS TO REMAIN TREE PROTECTION FENCE SHALL REMAIN THROUGHOUT CONSTRUCTION 2 SOME PROPOSED WORK WILL REQUIRE DEMOLITION OR NEW CONSTRUCTION WITHIN LIMITS OF TREE CANOPY DEPICTED ON PLAN IN THESE CIRCUMSTANCES, CONTRACTOR SHALL STRATEGICALLY LOCATE PRES—ABON FENCE INSIDE THE DRIP LINE BALANCING NEED TO PROVIDE ROOM FOR PERFORMANCE OF PROPOSED WORK WHILE MAINTAINING TREE HEALTH CONTRACTOR SHALL NOTIFY OWNER OR LANDSCAPE ARCHITECT IF PROPOSED CONSTRUCTION THREATENS THE HEALTH OF A TREE 3 APPROXIMATE EXTENTS OF TREE PRESERVATION FENCE IS SHOWN ON PLAN ACTUAL LIMITS MAY VARY ACCORDING TO FIELD CONDITIONS. 4. PARKING OF VEHICLES OR PERFORMING WORK WITHIN PRESERVATION AREAS OTHER THAN WORK SHOWN ON THE -ON W ANY / ! 5 WTFILTHIN LTHE DRIP LINE OF A TREENTOURE BE PR SEE SPALL OCCUR / UNLESS THERE IS A SPECIFIED GRADE CHANGE SHOWN ON THE GRADING PLANS. 6 DISPoS4L OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO PAINT, ASPHALT, OIL SOLVENTS, CONCRETE, MORTAR, ETC WITHIN THE CANOPY AREA OF EXISTING TREES SHALL NOT BE ALLOWED 7 NO ATTACHMENTS OR WIRES OF ANY KIND OTHER THAN THOSE OF A PROTECTIVE NATURE SHALL BE ATTACHED TO ANY h TREE I 8 NO MATERIALS SHALL BE STORED WITHIN THE BRIP LINE AREA OF (S1 A TREE TO BE PRESERVED 9. TREES WITHIN TEMPORARY EASEMENT TO REMAIN. 10 CONTRACTOR TO HYDROMULCH WITHIN TEMPORARY AND PERMANENT EASEMENT A 1375-25 EAST GATE PROPERTIES INC 8100 FOREST HILL DR SHELBY COUNTY SCHOOL LAND o SURV ABSTRACT 1375 TRACT 25 �I I I I O + 00 �ww Iz= All v) 5+00 W _ sssT � >sr IIIBA I co I Q A1375-25F FR-MON T 8100 FOREST HILL DR SHELBY COUNTY SCHOOL LAND SURV ABSTRACT 1375 TRACT 25F — — — —s— — —�- CITY BOUNDARY SPLIT AS Z� OF ? i pt s SCALE. 1"=40' A���05/01/2023 O a Fl�Regiso-aeon No F T81 � THE CONT—TOR SHALL CONTACT THE Fo1LORNc AT LEAST " FORT WORTH WATER DEPARTMENTTO E% (81 J)N392-8296 w of R OORIATIDN PUBLIC WORKS c61T> il392-61DD IS HT AN _ la» 0�6 �ss7 6DD, TEYas O - CUL EM - REVISION NO, DESCRIPTION DATE ��I BY y O ISSUE FOR CONSTRUCTION 02/19/21 1 REV 1 - NEW TREE SURVEY 4/26/2 N.GOMEZ O SANITARY SEWER INTERCEPTOR IMPROVEMENTS M-295 & M-329 i FORTWORTH w HUrMA- .1ARS !YM-ZMvt. M. FM WaF OLL 500WM JM Btree1, S1b 800 Fart Warp Twc 1M02�O28 uT Rlarle WV) 38fi�080 Fa (Bm 3851025 75 TREE PROTECTION STA 80+00 TO 117+00 SHEET m 57 REVIEWED 1 lBy Victor V Tornero Jr. at 4:27 pm, Jun 02, 2023 J 117,00 / MATON ESN ET �7��i / SEE f 0 I �I P140 � 6 I144 145 14] 12T3T 136 —I1 23 z— J 127+00" 5 128 0 ss 129,00 s— ssT C= � 124 129 ®132 Q�I L ��— 0 ,3, I I A1375-25F F H ENONL P 8100 FOREST HILL DR SHELBY COUNTY SCHOOL LAND SURV ABSTRACT 1375 TRACT 25F CITY BOUNDARY SPLIT AG \ A1375-25 EAST GATE PROPERTIES I 8100 FOREST HI(L SHELBY COUNtt GHOOL LA q SURV ABSNZ 1375 TRACT \ N C\\ N\ A\ SET ON EAST FSINDE ON FOREST HILN0 RIVEE 16L OF EENON 57 CONC GUARD ELEV= 622 71 6915065 ]5 E 236]631 KO SET ON THE EE 0151DE OF FOtt STOUI1nEM d63fi A] 9 H 0FLTHE NORTH R OF N CENTL.ER ORETH LN ATHTLONLHE NTHFADWNCEHLL OF ARFID-DFOUR FARREL"LE HONC P— Cl INTHE — k \ ALONG THE WEST SINE OF FOREST HILL D354 ]� ADOVE THE ROAD LU = 946 99 E3234� \ b 6 LEGEND / 115 119 12' m / 11311122 z � \ _ Nj / �126�p0'�i Ss 112 24a°o�Is�/ v, A 1375-25F F H ENONL P 8100 FOREST HILL DR SHELBY COUNTY SCHOOL LAND SURV ABSTRACT 1375 TRACT 25F CITY BOUNDARY SPLIT AN III � I I I I -- I� to 152 \ X 130+00 131+00 132+00 133+00 134+00 f35+00 tiss ss�ss�ss�ss�ss ss—IS---SA ss ss—nTss� I I I� — — — — — — — — I I \�sav --————————————— — — — — —— ZW I I yQ aw III I IjI I I I � TREE NUMBER/LOCATION TEMPORARY CONSTRUCTION FENCE % TREE PROTECTION FENCE AND POST TREES TO BE PROTECTED TREES TO BE REMOVED <,REF PRESFRVA„NN NOTF�. 1, ALL TREES ARE TO REMAIN UNLESS DESIGNATED FOR REMOVAL ON DEMO PLANS PRIOR TO CONSTRUCTION, PRESERVATION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF ALL TREES OR TREE CROUPS TO REMAIN TREE PROTECTION FENCE SHALL REMAIN THROUGHOUT CONSTRUCTION SOME PROPOSED WORK WILL REQUIRE DEMOLITION OR NEW CONSTRUCTION WITHIN LIMITS OF TREE CANOPY DEPICTED ON PLAN IN THESE CIRCUMSTANCES, CONTRACTOR SHALL STRATEGICALLY LOCATE PRESE—ON FENCE INSIDE THE DRIP LINE BALANCING NEED TO PROVIDE ROOM FOR PERFORMANCE OF PROPOSED WORK WHILE MAINTAINING TREE HEALTH CONTRACTOR SHALL NOTIFY OWNER OR LAID-1 ARCHITECT IF PROPOSED CONSTRUCTION THREATENS THE HEALTH OF A TREE APPROXIMAI£ EXTENTS OF TREE PRESERVATION FENCE IS SHOWN DN PLAN ACTUAL LIMITS MAY VARY ACCORDING TO FIELD CONDITIONS. PARKING OF VEHICLES OR PERFORMING WORK WITHIN PRESERVATION AREAS OTHER THAN WORK SHOWN ON THE NATION OF ANY NATURE SHALL OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVED, UNLESS THERE IS A SPECIFIED GRADE CHANGE SHOWN ON THE GRADING PLANS. DISPOSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO PAINT, ASPHALT, OIL SOLVENTS, CONCRETE, MORTAR ETC WITHIN THE CANOPY AREA OF EXISTING TREES SHALL NOT BE ALLOWED NO ATTACHMENTS OR WIRES OF ANY KIND OTHER THAN THOSE OF A PROTECTIVE NATURE SHALL BE ATTACHED TO ANY REE NO MATERIALS SHALL BE STORED WITHIN THE GRIP LINE AREA OF A TREE IT BE PRESERVED TREES WITHIN TEMPORARY EASEMENT TO REMAIN. CONTRACTOR TO HYDROMULCH WITHIN TEMPORARY AND PERMANENT EASEMENT Z� OF 1, ilA2, � o i 0 20 40 60LE. W SCA1"=40' um A���05/01/2023 a FRegi-No FTbl WATHE CONTRACTOR SHALL F AREA Of FORT WORTH CT THE FOLLOWING A' LEASTWATER DEPARTMENT OOExACA(bl T)N392-6296 COY OF OVERMAN 3- 525TARtwit WAHT COUNTY TRANSPORTATION AN PUBLIC WORKS (B"' OC6 TE55] 8001 F TEXAS CO - 1 CUL EM / - REVISION$ NO, DESCRIPTION DATE ,I BY y 0 ISSUE FOR CONSTRUCTION 02/19/21 1 REV 1 - NEW TREE SURVEY 4/26/21N.GOME2 o C3 iz SANITARY SEWER INTERCEPTOR IMPROVEMENTS M-295 & M-329 i FORTWORTH w HUffT--BARS !IM-Zqw, M. fat WaF O IZq WM IM Street, S1b 900 Fart Warp Taw 7tO2-O28 In Rana (8V) 33fi'l000 Fa (9m 305-1b26 775 TREE PROTECTION STA 117+00 TO 136+00 SHOE c 58 --- ----- ------------------------ - - - - -- ----------------------------------- IO / � 1 206 21 — \ \ \ Sse CO\ �67 86 205 \ 5] ��\',\\ ]215p�3I�� 2p�_ �r�221� 14 141, 0 1. MID1]�4 \ 160 i I -i - �g4 189 181 t95 UNIT I CITY MONDNEET > 6615 ') SET ON EAST RRAL ON FORORHEEST ® UOORIV E SOUTH OF EENON 57 CONC GVARD SET ELEV= 62] ]I I'll N 691504E ]3 E 234]431 O6 ON THE EE 0151OF OF F""' Hl ILEOR d63fi A] RTH IF-1ONENORTH R OF N CENTYER OFUETH LN ATHTCONCHE NTHFAOWHN. LL OF AUFOVP SORREL HONC PBO% IN k ALONG THE WEST SIDE OF FOREST HILL DR 0 9' ABOVE THE ROADCU = 3946 96 E23A� N 691 LEGEND '3'S422 / L'J TREE NUMBER/LOCATION - I + TEMPORARY CONSTRUCTION FENCE ' TREE PROTECTION FENCE AND POST p 31 I ) TREES TO BE PROTECTED K 0 (,J�(XJy(,� ss % (n ) p( X iq TREES TO BE REMOVED 14 02. \`XJESER 236 I IEEE PRESERVATION NOTES 1`i—J `iJ ill 235 N* I\ ALL TREES ARE TO REMAIN UNLESS DESIGNATED FOR REMOVAL ON DEMO PfANs PRIOR TO CONSTRUCTION PRESERVATION FENCING SHALL BE INSTALLED AT THE DRIP LINE \ II OF ALL TREES OR TREE GROUPS TO REMAIN TREE PROTECTION FENCE SHALL REMAIN THROUGHOUT CONSTRUCTION SOME PROPOSED WORK WILL REQUIRE DEMOLITION OR NEW CONSTRUCTION WITHIN LIMITS OF TREE CANOPY DEPICTED ON PLAN IN THESE CIRCUMSTANCES, CONTRACTOR SHALL STRATEGICALLY LOCATE PRES—ATION FENCE INSIDE THE DRIP IA\ LINE 6AL4NCING NEED TO PROVIDE ROOM FOR PERFORMANCE OF PROPOSED WORK WHILE MAINTAINING TREE - -- - - - _ HEALTH CONTRACTOR SHALL NOTIFY OWNER OR LANDSCAPE ARCHITECT IF PROPOSED CONSTRUCTION THREATENS THE HEALTH OF A TREE 1 iI 9 21� 0 I I II 1 I REVIEWED 1 J I 1 it By Victor V Tornero Jr. at 4:27 pm, Jun 02, 2023 oW I zoo i aW d -- 1 n 785190 — — — � � ■ Sb z p0 —ss — — -767,-o r s — UN sser ~� 1'S II + - _ tts—ss 1-jl o 68 I I It NI 1 II � 1 I It � I '1 1 it � I II J APPROXIMATE EXTENTS OF TREE PRESERVATION FENCE IS SHOWN ON PLAN ACTUAL LIMITS MAY VARY ACCORDING TO HELD CONDITIONS. PARKING OF VEHICLES OR PERFORMING WORK WITHIN PRESERVATION AREAS OTHER THAN WORK SHOWN ON THE PLAN WILL NOT BE ALLOWED NO FILL OR EXCAVATION OF ANY NATURE SHALL OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVED, UNLESS THERE IS A SPECIFIED GRADE CHANGE SHOWN ON THE GRADING PLANS. DISPoSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO PAINT, ASPHALT OIL SOLVENTS, CONCRETE, MORTAR, ETC WITHIN THE CANOPY AREA OF EXISTING TREES SHALL NOT BE ALLOWED NO ATTACHMENTS OR WIRES OF ANY KIND OTHER THAN THOSE OF A PROTECTIVE NATURE SHALL BE ATTACHED TO ANY REE NO MATERIALS SHALL BE STORED WITHIN THE GRIP LINE AREA OF A TREE IT BE PRESERVED TREES WITHIN TEMPORARY EASEMENT TO REMAIN. I CONTRACTOR TO HYDROMULCH WITHIN TEMPORARY AND PERMANENT EASEMENT Z� OF IL :lAI2 � o A �:ao Aii v:mria�iAp� D 20 40 60 I011 `CENSE' �? W SCALE. 1"=40' A���05/01/2023 a F�aa R.9�ma�aa no E T6, w THE CONTRACTOR SHALL CONTACT THE FOLLOWING ATZ� —ST 48 HOURS PRIOR AN FORT WORTH WATER DEPARTMENTTO E%(61])N392-6296 FA 3 T—SPO—ON AND PUBLIC WORKS c61T) 392-61D0 CITY 61]) 29 RANT COUN _ (817) 266 -css] F TEXAS O - A, I CALL EM - REVISION ROD, NO, DESCRIPTION DATE ��I BY y O ISSUE FOR CONSTRUCTION 02/19/21 1 REV 1 - NEW TREE SURVEY 4/26/21 N.GOME2 O C3 SANITARY SEWER INTERCEPTOR IMPROVEMENTS M-295 & M-329 i FORTWORTH w HUffT--BARS !IM-Zgw.11c FM WaF O 600.War)IIMBtreM. S1b 300 Fart p (sm Twc 1M0 Ln Rlane W171336if000 Fa (6m 305102E 75 TREE PROTECTION STA 136+00 TO END S59 c 59 /75 i REVIEWED lBy Victor V Tornero Jr. at 4:27 pm, Jun 02, 02I TREE REMOVAL INDEX UNIT 2 REMOVAL PNT I DESCRIPTION PIT I DESCRIPTION 219 THE 8 CEDAR 196 THE ] AMERICAN ELM 65 155 THE I] HACKBERRY 197 THE 18 HACKBERRY 5 163 ME 6 CEDAR ELM 198 THE 10 CEDAR ELM 86 220 THE 11 HACKBERRY 199 THE ] CEDAR ELM 22 156 THE 9 HACKBERRY 200 THE 9 AMERICAN ELM 8] 157 THE 9 HACKBERRY 201 THE 9 AMERICAN ELM 23 158 THE 6 MESQUITE 202 THE 10 HACKBERRY 24 159 THE 8 MESQUITE 203 THE 8 HACKBERRY 6 160 THE 14 AMERICAN ELM 204 THE 9 HACKBERRY 2] 161 THE 14 HACKBERRY 205 THE B AMERICAN ELM 8 162 THE 13 HACKBERRY 206 THE ]AMERICAN ELM 29 164 iRE J HACKBERRY 207 208 THE 6 AMERICAN ELM 0 THE 10 HACKBERRY 1. THE 6 HACKBERRY 166 THE ] HACKBERRY 209 31 THE 6 CEDAR ELM 32 i67 THE 6 HACKBERRY 210 THE 6 CEDAR ELM J4 168 THE 8 HACKBERRY 211 THE 6 CEDAR ELM 35 169 THE B HACKBERRY 212 ME 10 CEDAR ELM 6 170 THE 11 CEDAR ELM 213 THE 10 CEDAR ELM 3] 171 THE 10 CEDAR ELM 214 THE 9 CEDAR ELM 8 I72 THE 12 CEDAR ELM 215 THE 9 CEDAR ELM 9 173 ME 8 HACKBERRY 216 217 THE B CEDAR ELM 0 THE J HACKBERRY I74 THE 6 HACKBERRY I75 THE 11 HACKBERRY 218 THE 13 AMERICAN ELM 2 I76 THE 9 CEDAR ELM 221 THE 10 HACKBERRY iJ] THE 6 CEDAR ELM 222 iRE 14 AMERICAN ELM 44 178 THE ] HACKBERRY 223 THE 10 CEDAR 179 THE 8 CEDAR 224 THE 13 CEDAR ELM 6 HBO THE 6 AMERICAN ELM 225 THE J CEDAR ELM 47 181 ME 8 HACKBERRY 182 THE 9 HACKBERRY 226 227 THE J CEDAR ELM 8 THE 11 OAK 183 THE 16 HACKBERRY 228 9 THE 13 ASH 50 184 THE 16 AMERICAN ELM 229 THE IO OAK 51 185 THE 9 AMERICAN ELM 230 THE ] HACKBERRY 52 186 TFE 11 CEDAR ELM 231 THE ] HACKBERRY 53 187 THE 8 CEDAR ELM 232 THE 11 CEDAR 54 188 THE 11 CEDAR ELM 14 THE 10 Al 55 189 THE ] CEDAR 235 THE J CEDAR ELM 56 190 iRE 6 CEDAR ELM 236 237 THE 15 CEDAR 5] THE J CEDAR 191 THE 6 CEDAR ELM 192 THE 12 AMERICAN ELM 238 58 THE ] CEDAR ELM 194 THE 11 AMERICAN ELM 239 THE 8 ASH 59 60 195 THE 8 AMERICAN ELM 240 THE 14 CEDAR ELM 61 NOTE THIS DETAIL MAY ONLY BE USED WHERE P SSHOW PROPOSED CONSTRUCTION WITHIN GRIP -LINE OF TREE. WRAP TREES WITH 2X4 STUDS. ROPE OR SAID IN PLACE TO PROTECT TREES IN WORKAREAS GO NOT COVER ROOT FLARE PROVIDE SHREDDED HARDWOOD < MULCH TO 6' DEPTH OVER ROOTS DURING CONSTRUCTION —� UN DISTURBEDNATIVE SOIL NOTE . TYPE 3 TREE PROTECTION SHALL ONLY SE UTILIZED WHERE CONSTRUCTION IS PROPOSED WITHIN THE DRIP LINE OF EXISTING TREES OTREEPROTECTIONPENCE-TYPES TREE PROTECTION FENCE - TYPE 1 PNT I DESCRIPTION THE 12 COTTONWOOD THE 8 CEDAR ELM THE 24 BOIS-DE-ARC THE ] CEDAR ELM THE II BOIS-DE-ARC THE 10 ELM ME 15 HACKBERRY THE ] HACKBERRY THE 12 ELM IRE 17 AMERICAN ELM THE 15 PECAN THE 11 CEDAR ELM THE " CEDAR ELM THE J SYCAMORE THE ] BLACK GUM THE 10 ASH THE 13 ASH THE 13 ASH THE 48 AMERICAN ELM THE ] CEDAR ELM THE 15 HACKBERRY THE 8 AMERICAN ELM THE ] AMERICAN ELM THE 11 AMERICAN ELM THE ] AMERICAN ELM IRE 11 AMERICAN ELM IRE 12 AMERICAN ELM THE IS AMERICAN ELM THE 13 AMERICAN ELM THE 14 AMERICAN ELM THE 8 AMERICAN ELM THE ] HACKBERRY THE 9 PECAN THE 6 CEDAR ELM THE 9 CEDAR THE 9 CEDAR THE 10 CEDAR THE J CEDAR UNIT I REMOVAL PNT I DESCRIPTION PNT I DESCRIPTION 62 ME 10 CEDAR f07 THE 9 HACKBERRY 63 THE 15 HACKBERRY I08 TIE 8 AMERICAN ELM 64 THE 6 HACKBERRY 109 THE 8 HACKBERFY 66 THE 10 AMERICAN ELM 6] THE J AMERICAN ELM I10 111 THE J HACKBERRY THE 6 HACKBERRY 68 THE 10 AMERICAN ELM 69 THE 10 CEDAR 112 III THE B HACKBERRY THE ] HACKBERRY 70 THE 8 B01S-DE-ARC III THE II AMERICAN ELM 71 THE 6 ELM III THE 18 HACKBERRY 72 THE 10 BOIS-DE-ARC I16 THE I1 HACKBERRY 13 THE 13 CEDAR 117 THE J HACKBERRY 74 THE ]AMERICAN ELM 118 THE 9 HACKBERRY 75 THE 10 BOIS-DE-ARC 76 THE ] 6015-DE-ARC 119 120 THE J HACKBERRY THE 11 HACKBERRY J] THE ] B015-DE-ARC 78 THE 9 ELM 121 122 THE 10 HACKBERRY THE 11 HACKBERRY 79 THE 18 CEDAR 123 THE 12 HACKBERRY 80 THE 6 BOIS-DE-ARC 124 THE 6 CEDAR ELM 81 THE 6 BOIS-DE-ARC 125 THE 13 HACKBERRY 82 THE 10 HACKBERRY 126 THE 9 HACKBERRY 83 THE 10 BOIS-DE-ARC 84 THE 12 HACKBERRY 128 129 THE 16 CEDAR ELM THE 6 OAK 85 THE 9 HACKBERRY 88 TIE 10 CEDAR 12 133 THE 10 HACKBERRY THE 8 HACKBERRY 89 TIE 9 AMERICAN ELM III THE IJ HACKBERRY 90 THE " BOIS-DE-ARC 135 THE 12 HACKBERRY 91 ME J LOCUST I36 THE ] AMERICAN ELM 92 THE ] LOCUST 131 THE 8 HACKBERRY 93 THE 9 HACKBERRY 138 THE 6 HACKBERRY 94 THE J HONEY LOCUST 142 THE II HACKBERRY 95 THE 8 HACKBERRY 96 THE 9 HACKBERRY 143 151 THE 12 CEDAR ELM THE 10 CEDAR 97 THE 8 AMERICAN ELM 152 IRE 10 HACKBERRY 91 THE 8 MESQUITE 153 THE 9 CEDAR 99 ME J CEDAR ELM I54 THE II HACKBERRY 100 THE 8 ASH 245 THE 10 AMERICAN ELM 101 THE I HACKBERRY 246 THE 8 AMERICAN ELM 102 THE 9 HACKBERRY I. THE ] CEDAR 247 248 ME J AMERICAN ELM THE ] HACKBERRY 104 THE I ASH f05 THE I3 HACKBERRY 106 THE I1 HACKBERRY 249 10THE 251 THE ] AMERICAN ELM 8 AMERICAN ELM THE 15 AMERICAN ELM L X L X I EXISTINGGRADE OISTgNCE TO PROPOSED CONSTRUCTION OTREE PROTECTION FENCE -TYPE 2 PNT I DESCRIPTION 252 THE B HACKBERRY 253 THE 9 AMERIGIN .1254 THE 9 AMERICAN ELA 260 THE 26 HACKBERRY 263 THE 11 HACKBERRY 265 THE 8 HACKBERRY 275 THE 6 HACKBERRY 281 THE 11 ASH 293 THE it CEDAR ELM 294 THE 9 CEDAR ELM 295 THE 9 HACKBERRY Z� OF IF y.Aa . sH1' MS eeHl''s1 `SENSE' ��I/ o A:��05/01/2023 a Flnn Re9i¢traem No F Tb1 � FOULOMNG AT DEPARTMENTE of FORT WORTH WATER TEAST 48 OR O % (RI T)N392-S296 3 CITY TARRuTRANSF EouVe RTATION AND Pueuc woRXszc cfi-�rsn Roo, F TExAS o - I caLL REVISIOK$ R N0, DESCRIPTION DATE /1 BY AG 0 ISSUE FOR CONSTRUCTION 12/19/2 1 REV 1 - NEW TREE SURVEY 4/26/2 N.GOME2 O SANITARY SEWER INTERCEPTOR IMPROVEMENTS M-295 & M-329 AD FORT WORTH of HUffT--BARS !IM-Zqw, M. fat WaF O FariWWarh Tmac ]tn2-O28 Rule feO) 3R6-SDCO FV (BIn'.f.f' S1DZ6 TREE PROTECTION PLAN INDEX DETAILS SHEE c 60 / K TREE PROTECTION INDEX UNIT I PROTECTION UNIT 2 PROTECT2ELM 0 G PNT / DE6CRIPTON PNT / DESCRIPTION REVIEWED 274 THE 10 ASH 193 THE 7 AMERICAN 146 THE 16 AMERICAN ELM 233 THE 6 CEDAR E By Victor V Tornero Jr. at 4:27 pm, Jun 02, 2023 18 THE 9 AMERICAN ELM 111 258 THE 14 AMERICAN ELM 130 THE 12 HACKBERRY 19 THE 25 ASH K 147 THE 12 HACKBERRY 259 THE 11 HACKBERRY 131 THE 8 HACKBERRY 139 THE 7 HONEY LOCUST 20 THE 16 PECAN 148 THE 9 HACKBERRY 149 MEVI9 HACKSERRYn 277 THE 6 ASH 33 THE 7 BUCK GUM 289 THE 9 AMERICAN ELM 127 ORE 10 AMERICAN ELM 255 THE 24 HACKBERRY 140 THE 11 HACKBERR', 268 THE 8 ASH 141 THE 12 HACKSERRY 144 THE 10 HACKSERRY 145 THE 13 HACKBERRY 273 THE 8 REDBUD 150 THE 6 HACKBERRY 275 THE 6 ASH 241 THE 10 CEDAR 242 THE 10 AMERICAN ELM 256 THE 10 AMERICAN ELM 257 THE 14 AMERICAN ELM 261 THE 12 HACKBERRY 262 THE 10 HACKBERRY tE]E `� 264 THE 12 CEDAR ELM ylt yt . st1' MS 270 THE 20 271 THE 20 ELM %c �tyo 331 ]9E 279 THE 10 ASH _W�=i � 1�TL 280 THE 14 HACKBERRY `IONA=�� 05/01/2023 u 282 THE 13 HACKBERRY Flnn Re9iso-aeon No F Ts1 U K 283 THE 14 HACKBERRY THE264 THE 11 CEDAR ELM 285 THE 6 CEDAR ELM E K TO % (bl /)N392-6296 FORT WORTH WATER DEPARTMENT PUBLIC WORKS w (91 ]) 392-a100 N (91 ]) 293-0525 286 THE 9 CEDAR ELM 287 THE 6 CEDAR ELM IARE�VERIMNN RS ONE - BI (S., 0106 TESS] Y TEAS O - t CUL SYSTEM /8001 - 4 REVISION$ 288 THE 18 HACKBERRr N0. DESCRIPTION DATE BY y 290 THE 7 ASH // 0 ISSUE FOR CONSTRUCTION 12/19/2, 291 THE 24 AMERICAN ELM 1 RFV 1 -NEW TREE SURVEY 4/25/2 N.GOMEZ 292 THE 12 HACKBERRY O 296 THE 6 HACKBERRY SANITARY SEWER INTERCEPTOR - 297 THE 12 CEDAR ELM IMPROVEMENTS M-295 & M-329 i 296 THE 6 HACN-y FORTWORTH K HUffT--BARS H� fat WaF o anOWM 9M ba'�41�� FM Warh Tmac ltO2-O28 Pnol» tam ass-som w tem a�swx6 3 TREE PROTECTION INDEX SHEE m 61