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Dallas County FIRM 2001u■ R. 3.'. 5 0 0 Lu Lu z a z 1 11101 ki I TO' TOWN OF FLOWER MOUND TARRANT COUNTY 32056'15" 97003'45" DALTON TARRANT COUNTY UNINCORPORATED AREAS k: 11*910)� ZONE X ZONE X MOUND ZONE X ZONE X Government Property Fee and/or Flowage Easement Boundary ROAD ZONE X - CITY OF GRAPEVINE J Bakers TOWN OF FLOWER MOUND 121 TH W EAT CITY OF LEWISVILLE AWU. Si-OF 97003'45" 33000'00" ELEVATION REFERENCE, MARKS 0 REFERENCE ELEVATION MARK (FEET NGVD) DESCRIPTION OF LOCATION flow on sloping terrain); average depths RM197 483.50 Chiseled square on top of wing wall se Creek at southeast corner of bridge on velocities also determined. Sandy Lake Road over Cottonwood 1 2 Federal flood protection system under Branch. ZONE X RM200 510.71 Chiseled square on top of wheel KEY TO NUMBERED STREETS guard at southeast corner of bridge ARROWHEAD LANE..............1 on Freeport Parkway over Grapevine ZONE VE Coastal flood with velocity hazard (wave ® Creek. AUBURN WAY.....................4 RM201 478.80 Standard U.S. Geological Survey ZONE COPPERSTONE TRAIL ..... MARKED KEY TRAIL.............5 disk stamped W'945 1946 set in east PARKWAY BOULEVARD L end of north abutment of State PARKWOOD BOULEVARD .... 6 Route 121 bridge over Denton Creek. ,� 5 TURKEY KNOB TRAIL ........... RM222 531.75 Chiseled square on southeast corner Pe of bridge on Radio Road over levees from 100 -year flood. Grapevine Creek. SOUTHWESTERNVARD ZONE X Areas determined to be outside 500 -year LEGEND GRPNPM floodplain. To obtain more detailed information In areas where Base Flood ZONE D Areas in which flood hazards are MINYARD DRIVE m Elevations (BFEs)and /or floodways have been determined, users are LIMIT OF ...AY ZONE X UNDEVELOPED COASTAL BARRIERS - encouraged to consult the Flood Profiles and Floodway Data tables 177-7 contained within the Flood Insurance Study (FIS) report that Cottonwood Branch z� accompanies this FIRM. Users should be aware that BFEs shown on Identified Identified 'Otherwise the FIRM represent rounded whole -foot elevations and therefore at Denton ��o� Coastal barrier areas are normally located within or adjacent to Special may not exactly reflect the flood elevation data presented in the FIS. J BFEs shown on the FIRM are intended for flood insurance rating ZONE . purposes only and should not be used as the sole source of flood Zone D Boundary elevation information. Accordingly, flood elevation data presented O •. in the FIS should be utilized in conjunction with the FIRM for Hazard Zones, and Boundary purposes of construction and /or floodplain management. t h Coastal Base Flood Elevations ERM elevations listed on this map were obtained and/or developed Within Special Flood Hazard WINDING to establish vertical control for determination of flood elevations and Zones. — — floodplain boundaries portrayed on this map. Users should be aware HOLLOW LANE _513 Elevation in Feet. See Map Index that these ERM elevations may have ch',)nged since the publication for Elevation Datum. of this map. To obtain up-to-date elevators information on National � 7CDD ® Cross Section Line Geodetic Survey (NGS) ERMs shown cn this map, please contact °y the Information Services Branch of the NGS at (301) 713-3242, See Map Index for Elevation Datum. X or visit their website at www.ngs.ncaa.gov. Map users should X o 0 • M2 River Mile seek verification of non -NGS ERM monument elevations when 9Q Horizontal Coordinates Based on North a using these elevations for construction or floodplain management 97007'30", 32022'30" American Datum of 1927 (NAD 27) purposes. NOTES Coastal BFE's shown on this map may apply only landward of 0.0' Z This map is for use in administering the National Flood Insurance Program; NGVD. Users of this FIRM should be aware that coastal flood it doe;: not necessarily identify all areas subject to flooding, particularly from 0 477 0 elevations are also in the Sufpmary of Stillwater Elevations :`""£a�1e°'rri"tui`e""hTc52Y'c7�"'f13`Su'?�fic-�"Stvoft _provided for this community. Elevations shown in the Summary of Stillwater Elevations table R M197 floodway delineations, prior to use of this map for property purchase or should be used for construction, and /or floodplain management constriction purposes. uJ SANDY purposes when they are higher than the elevations shown on this ROAD Lu ZONE X a o A30, AH, A0, A99, V, VE and V1430. FIRM. v 8S Certair areas not in Special Flood Hazard Areas may be protected by 0 0 Lu Lu z a z 1 11101 ki I TO' TOWN OF FLOWER MOUND TARRANT COUNTY 32056'15" 97003'45" DALTON TARRANT COUNTY UNINCORPORATED AREAS k: 11*910)� ZONE X ZONE X MOUND ZONE X ZONE X Government Property Fee and/or Flowage Easement Boundary ROAD ZONE X - CITY OF GRAPEVINE J Bakers TOWN OF FLOWER MOUND 121 TH W EAT CITY OF LEWISVILLE AWU. Si-OF 0 )NE X s Cottonwood Branch ZONE X at Denton 9 Oyq NF W CITY OF COPPELL 480170 _ w ZONE X BETHEL ROAD o a O } FLOOD HAZARDS SHOWN OUTSIDE THE CITIES OF COPPELL, DALLAS, AND IRVING ARE FOR INFORMATION PURPOSES ONLY. FOR FLOOD INSURANCE PURPOSES z z REFER TO SEPARATELY PUBLISHED FLOOD INSURANCE RATE MAPS. 0 w ROAD Lu Lu O U 0 determined. 6, Denton flow on sloping terrain); average depths se Creek velocities also determined. ZONE A99 To be protected from 100 -year flood by 1 2 Federal flood protection system under ZONE X •cc. KEY TO NUMBERED STREETS ZONE V Coastal flood with velocity hazard (wave ARROWHEAD LANE..............1 ZONE VE Coastal flood with velocity hazard (wave ® AUBURN WAY.....................4 FLOODWAY AREAS IN ZONE AE ZONE COPPERSTONE TRAIL ..... MARKED KEY TRAIL.............5 ......2 PARKWAY BOULEVARD L PARKWOOD BOULEVARD .... 6 O� ,� 5 TURKEY KNOB TRAIL ........... 3 Pe levees from 100 -year flood. r---) OTHER AREAS SOUTHWESTERNVARD ZONE X Areas determined to be outside 500 -year GRPNPM floodplain. ZONE D Areas in which flood hazards are MINYARD DRIVE m undetermined. LIMIT OF ...AY ZONE X UNDEVELOPED COASTAL BARRIERS - 177-7 Cottonwood Branch z� Identified Identified 'Otherwise 1aII3 1990 �� Protected Areas at Denton ��o� Coastal barrier areas are normally located within or adjacent to Special J ZONE . J Lu Zone D Boundary O •. Hazard Zones, and Boundary Dividing Areas of Different t h Coastal Base Flood Elevations Within Special Flood Hazard WINDING Zones. Base Flood Elevation Line; HOLLOW LANE _513 Elevation in Feet. See Map Index ROAD for Elevation Datum. � 7CDD ® Cross Section Line Base Flood Elevation in Feet 987 . � where Uniform With one. °y —� See Map Index for Elevation Datum. X ZONE X o 0 • M2 River Mile Lu 0 9Q Horizontal Coordinates Based on North a 97007'30", 32022'30" American Datum of 1927 (NAD 27) Projection. NOTES Z This map is for use in administering the National Flood Insurance Program; it doe;: not necessarily identify all areas subject to flooding, particularly from 0 477 0 local drainage sources of small size, or all,planimetric features outside Special Flood Hazard Areas. The community map repository should be consulted for more detailed data on BFE's, and for any information on ° R M197 floodway delineations, prior to use of this map for property purchase or constriction purposes. uJ SANDY LAKE ROAD Lu ZONE X a o A30, AH, A0, A99, V, VE and V1430. m v 8S Certair areas not in Special Flood Hazard Areas may be protected by • flood control structures. 4 GREENWICH Boundaries of the floodways were computed at cross sections and "f. OpKBENT interpolated between cross sections. The floodways were based on hydraulic considerations, with regard to requirements of the Federal pRIVE Emergency Management Agency. ROAD Floodway widths in some areas may be too narrow to show to scale. Refer � k 41 to Floodway Data Table where floodway width is shown at 120 inch. HALIFAX ROAD Coastal base flood elevations apply only landward of 0.0 NGVD, and include Q0 the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane w 491' 00 evacuation planning. Corpo.ate limits shown are current as of the date of this map. The user EDINBURGH Lu shoulc contact appropriate community officials to determine if corporate _... Q a_ ROAD co Z ZONE X GOLDEN TRINGLE Q under the Coastal Barrier Improvement Act of 1990 (PL 101-591). L 0 I I I 0 )NE X s Cottonwood Branch ZONE X at Denton 9 Oyq NF W CITY OF COPPELL 480170 _ w ZONE X BETHEL ROAD o a O } FLOOD HAZARDS SHOWN OUTSIDE THE CITIES OF COPPELL, DALLAS, AND IRVING ARE FOR INFORMATION PURPOSES ONLY. FOR FLOOD INSURANCE PURPOSES z z REFER TO SEPARATELY PUBLISHED FLOOD INSURANCE RATE MAPS. 0 w ROAD Lu Lu O U KAYE STREET Tributary G-1 of Grapevine APPROXIMATE SCALE IN FEET _ Creek 1000 0 1000 m LIMIT OF DETAILED STUDY ZONE AE 96 d��IIIIIIII LOCH kd95 BETHEL v ROAD E A a 0 Footbrioc Grapevine \ Creek V ZONE AE ui P.0 11,67; .— 11— ---- determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100 -year flood by Federal flood protection system under construction ; no base flood elevations •cc. determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave ® action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS flood; ZONE X Areas of 500 -year areas of 100 -year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 -year flood. r---) OTHER AREAS SOUTHWESTERNVARD ZONE X Areas determined to be outside 500 -year floodplain. ZONE D Areas in which flood hazards are undetermined. LIMIT OF ...AY UNDEVELOPED COASTAL BARRIERS - 177-7 Identified Identified 'Otherwise 1aII3 1990 �� Protected Areas Coastal barrier areas are normally located within or adjacent to Special Flood 'Hazard Areas. Floodplain Boundary . Floodway Boundary Zone D Boundary Boundary Dividing Special Flood •. Hazard Zones, and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line; 3 _513 Elevation in Feet. See Map Index •• for Elevation Datum. � 7CDD ® Cross Section Line Base Flood Elevation in Feet 987 . � where Uniform With one. —� See Map Index for Elevation Datum. X RM7 X Elevation Reference Mark 4 • M2 River Mile Horizontal Coordinates Based on North a 97007'30", 32022'30" American Datum of 1927 (NAD 27) Projection. NOTES This map is for use in administering the National Flood Insurance Program; it doe;: not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all,planimetric features outside Special Flood Hazard Areas. The community map repository should be consulted for more detailed data on BFE's, and for any information on AE floodway delineations, prior to use of this map for property purchase or constriction purposes. Areas of Special Flood Hazard (100 -year flood) include Zones A, AE, A1 - . . ... A30, AH, A0, A99, V, VE and V1430. '•'• :1 :1 Certair areas not in Special Flood Hazard Areas may be protected by • flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations, with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Refer to Floodway Data Table where floodway width is shown at 120 inch. Coastal base flood elevations apply only landward of 0.0 NGVD, and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane u� o evacuation planning. Corpo.ate limits shown are current as of the date of this map. The user Lu shoulc contact appropriate community officials to determine if corporate _... Q a_ limits have changed subsequent to the issuance of this map. co Z This map may incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101-591). For community map revision history prior to countywide mapping, see LOW Section 6.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP: AUGUST 23, 2001 EFFECTIVE DATE(S) OF REVISIONS) TO THIS PANEL: Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE DATE shown on this map to determine when actuarial rates apply to structures in zones; where elevations or depths have been established. To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at(800)638-6620. 4 KAYE STREET Tributary G-1 of Grapevine APPROXIMATE SCALE IN FEET _ Creek 1000 0 1000 m LIMIT OF DETAILED STUDY ZONE AE 96 d��IIIIIIII LOCH kd95 BETHEL v ROAD E A a 0 Footbrioc Grapevine \ Creek V ZONE AE •cc. ZONE 04 SOUTHWESTERNVARD .� LIMIT OF ...AY ZONE AE ..- . •. •• OP ZONE X ' —� - a . . ... '•'• :1 :1 • `� III • * i LOW 2 3 Ell 5 v 0 97°03'45" 32056'15" 32°52'30" 97°03'45" 7 C A F Grapevine ��cN•^, o Creek 97000'00" JUINZJ F'ANtL UZbt) 97°00'00" LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100—YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from 100 -year flood by Federal flood protection system under construction ; no base flood elevations determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500 -year flood; areas of 100 -year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 -year flood. OTHER AREAS ZONE X Areas determined to be outside 500 -year floodplain. ZONE D Areas in which flood hazards are undetermined. UNDEVELOPED COASTAL BARRIERS Identified Identified Otherwise 1983 1990 Protected Areas Coastal barrier areas are normally located within or adjacent to Special Flood Hazard Areas. Floodplain Boundary Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones, and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line; 593 Elevation in Feet. See Map Index for Elevation Datum. _Cross .-Section -Une _ Base Flood Elevation in Feet (EL 987) Where Uniform Within Zone. See Map Index for Elevation Datum. RM7X Elevation Reference Mark • M2 River Mile Horizontal Coordinates Based on North 97007'30", 32022'30" American Datum of 1927 (NAD 27) Projection. NOTES This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all planimetric features outside Special Flood Hazard Areas. The community map repository should be consulted for more detailed data on BFE's, and for any information on floodway delineations, prior to use of this map for property purchase or construction purposes. Areas of Special Flood Hazard (100 -year flood) include Zones A, AE, A1 - A30, AH, A0, A99, V, VE and V1 -V30. Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Refer to Floodway Data Table where floodway width is shown at 120 inch. Coastal base flood elevations apply only landward of 0.0 NGVD, and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane evacuation planning. Corporate limits shown are current as of the date of this map. The user should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of this map. This map may incorporate approximate boundaries of Coastal Barrier Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101-591). For community map revision history prior to countywide mapping, see Section 6.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP: AUGUST 23, 2001 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE DATE shown on this map to determine when actuarial rates apply to structures in zones where elevations ordepths have been established. To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at(800)638-6620. 4 APPROXIMATE SCALE IN FEET 1000 0 1000 NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP DALLAS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 145 OF 125 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL SUFFIX COPPELL, CITY OF 480170 0145 J DALLAS, CITY OF 480171 0145 J IRVING, CITY OF 480180 0145 J 0 a� s14 CITY H v MAP NUMBER 4811300145 J EFFECTIVE DATE: AUGUST 23, 2001 Federal Emergency Management Agency CREEK IA = To obtain more detailed information in area„; where Base Flood Elevations (BFE's) and /or floodways have been determined, users are encouraged to consult the Flood Profiles and Floodway Data tables contained within the Flood Insurance Study (FIS) report that accompanies this FIRM. Users should be awam that BFE's shown on the FIRM represent rounded whole -foot elevations and therefore may not exactly reflect the flood elevation data presented in the FIS. BFE's shown on the FIRM are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly, flood elevation data presented in the FIS should be utilized in conjunction with the FIRM for purposes of construction and /or floodplain management. ERM elevations listed on this map were obtaired and/or developed to establish vertical control for determination of flood elevations and floodplain boundaries portrayed on this map. Ussrs should be aware that these ERM elevations may have changed since the publication of this map. To obtain up-to-date elevaton information on National Geodetic Survey (NGS) ERM's shown on this map, please contact the Information Services Branch of the NGS at (301) 713-3242, or visit their website at www.ngs.noaa.gov. Map users should seek verification of non -NGS ERM monumert elevations when using these elevations for construction or floodplain management purposes. Coastal BFE's shown on this map may apply only landward of 0.0' NGVD. Users of this FIRM should be aware that coastal flood elevations are also provided in the Summary of Stillwater Elevations table in the Flood Insurance Study report for this community. Elevations shown in the Summary of Stillwater Elevations table should be used for construction, and /or floodplain management purposes when they are higher than the elevations shown on this FIRM. *Grapevineo BETHEL ROAD BETHEL SCHOOL Grapevine ROAD 0 505( ZOVE AE Lu w <� 90 0 Z V (D y C. } 490 ZONE X z 3 s� ZONE AE c� 491E— MEADOWCREEK oROAD O 489 = �� ZONE AE ui 2 R 199 cb c TributaryG-1 494 ' 48 �, \2 4 N *Grapevineo BETHEL ROAD ` Co ,, Grapevine 0 0 505( ZOVE AE 32056'15” ' 97°00'00" AIRLINE DRIVE ZONE A-, Q O irLU J F J Lu ZONE - X f1ki7� 147 AE 1IM601 §. ZONE X DRIVE 16 LANE ZONE X . M198 � n � JOINS PANEL 0165 Grapevine Creek CITY OF IRVING 480180 ZONE X VALLEY WEST R M 598 A B C D E F LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD ZONE A No base flood elevations determined. Furneaux FLOODING EFFECTS FROM ZONE AE Base flood elevations determined. 96056'15" JOINS PANEL 0020 JOINS PANEL 0020 Creek STREAM 6EI 96°52'30" 33000'00" ZONE AH Flood depths of 1 to 3 feet (usually areas of ondin base flood elevations 330 } FRANKFORD P �% Q o P� > ROAD Stream 518 N ZONE determined. ELEVATION REFERENCE MARKS a0 �O REFERENCE ELEVATION � � FRANKFORD 490 491 0 6E1 � � AE ZONE AO Flood depths of 1 to 3 feet (usually sheet MARK ( FEET NGVD) DESCRIPTION OF LOCATION a ZONE X 515 flow on sloping terrain); average depths K TREE LINE DRIVE WHITE ASH ROgO , determined. For areas of alluvial fan flooding, RM3 485.87 Chiseled square on concrete base of CITY OF CARROLLTONcr 1 m e d i a n o f V a l w o o d Parkway, K 488 RFS � m �� FRANKFp velocities also determined. approximately 20 feet west of 480167 OAK } R ROAD w J Oqp RD ZONE A99 To be protected from 100 -year flood by intersection o f A I b ema r I e Drive . FRANKFORD POST 0Z _ �P Federal flood protection system under RMI 8 2 466. 0 2 Chi s e I ed square o n t h e t o p o f a LAK L9 yF ® J2S7S construction ; no base flood elevations c u r b i n l e t 2 2 f e e t n o r t h o f t h e ZONE Xtq ZONE AE determined. c e n t e r l i no of P e r r y Road n d 21 0 ZONE X M ZONE V Coastal flood with velocity hazard (wave f e e t n o r t hwe s t o f t he N o r t h 484 S> p action); no base flood elevations determined. rail of the St. Louis & San j �� S O� ZONE X F r a n c i s c o R a i l r o a d. ZONE VE Coastal flood with velocity hazard (wave .; xi WAINWRIGHT o o action); base flood elevations determined. RM183 450.89 A standard USC&GS disk, Stamped a ��, WAY �� SSS ZONE A FLOODWAY AREAS IN ZONE AE T 262 1 9 3 4 s e t in t he t op o f aQ OXFORDSHIRE DRIVE,ll'"' tit ji`I ^ 'tvf � � � Jt �r��i WOODBURY "(Il+ i �. concrete post Jocated 18 feet south � of the centerline of the St. Louis, .Q �. �, ��, OTHER FLOOD AREAS Southwestern Rai I wa y t r a c k a n d �� SO THERN OAKS ZONE X Areas of 500 -year flood; areas of 100 year 17 f e e t ea s t of t he c e n t e r l i n ei1s PLACE s flood with average depths of less than �� ZONE AE DRIVE of The Missouri -Kansas -Texas � � r� � � � ��, ,41t� % '� � �� 1 foot or with drainage areas less than R a i l road t r a c k. z ZONE X 1 square mile; and areas protected by Lu LIMIT OF STUDY 9 z HAYMEADOW Stream levees from 100 year flood. RM184 497.83 Chiseled square on the top of a_ W 0 6E2 curb inlet located 32 feet northw 'z ~ of the center) ine of Jackson Road � � o 0 Lu 0 OTHER AREAS and 275 f e e t ea s t of McCoy Road. LANE ¢ F z ZONE X Areas determined to be outside 500 -year Do O floodplain. >- GREENRIDGE RM185 519.47 A standard disk stamped V 262 1934 Q WILTSHIRE DRIVE z s e t i n t he t op o f a con c r e t a p a s t �: STAINGLASS Q COURT ZONE D Areas in which flood hazards are 2. 7 mi l es nor t h e a s t a long the S t. q y ¢ GREENRIDGE undetermined. Lauis, San Francisco Railway from �� gyG the station in Carrollton, 17 feet . DRIVE LOOKOUT we s t o f mi l e p o s t 698 , 4 8 f e e t' F J UNDEVELOPED COASTAL BARRIERS northwest of the centerline o f the COUNTY SPYGLASS DENTON COUNTY track, 3 feet east of a wire fence. _ _ _ COUNTY O 77 °'o CROOKED CREEK SUTTi ' DALLAS COUNTY RM189 443.10 Chiseled square i n the center of_� WAY �y MILLS t h e e a s t h e a dwo I I o f a cul v e r t on t; ZONE X Idbntified Identified Otherwise t h e e a s t service r o a d of I n t e Ps to t e W Q BENNINGTON DRIVE1983 1990 Protected Areas Coastal barrier areas are normally located within or adjacent to Special 2 RM 5 9 9 444. 9 0 Ra i l r o a d s p i k e i n north s i do of ZONE Flood Hazard Areas. u t i l i t y p o l e #21 72-467-757 1 o n t h e Floodplain Boundary south side of Belt Line Road, 4 AE �r ® 0 f e e t s o u t h of t h e e d g e o f Be l t L i n e �� Floodway Boundary Road, and 65 f e e t we s t of We # t wa r d�' MACARTHUR ZONE X OQ TRINITY MILLS ROAD Zone D Boundary � RM600 445.92 Railroad spike set in utility pole 0 CITY OF CARROLLTON OLD Boundary Dividing Special Flood #2171-467-2276, on the south side o f Belt mDividing Areas of Different Line road, a b o u t 1 5 0 feet 480167 �� WOODCREEK Hazard Zones, and Boundary east o f Westgate D r i v e. � m Coastal Base Flood Elevations RM603 449.90 Monument disk set in a concrete �r MILLS ROAD O Zones. Special Flood Hazard _ o s t o n t h e s c p y Q Base Flood Elevation Line; for Elevation Datum. Lake Road, abouto u t h side o f San d 0.6 miles west of �� 513 Elevation in Feet. See Map Index intersection of Sandy Lake Road and �� r 1 � Interstate Highway 35.a ��^ . FLOOD HAZARDS. SHOWN WITHIN THE CITY OF LEWISVILLE AND THE TOWN OF HEBRON ,� Oq Z ARE FOR INFORMATION ONLY, AND MAY NOT BE COMPLETE. FOR FLOOD INSURANCE y� /1F D D Cross Section Line RM604 445.97 Monument disk set in a concrete �: 6 Q PURPOSES_ -REFER TO -SE#?ARATEl1F,-!'Ll;BllSlE9��FLOODINSURANCE Rd1I);-AKAR. � - _ '� Base Flood Elevation in Feet _4 .._, _ _ _ .� Sandy � m � � 9�l? _ — ___- L, 7 post' ; o n t k"e n o r t h side o f y a �e g ,�, �� (E 98) L a k e Road, and about �, �a�i Where Uniform Within Zone. ,� � �, �a 1�3 `��"� �. � �° LIMIT OF 2 mile ewes t ��€� - DETAILED STUDY Fjj�/j185 t �� N See Map Index for Elevation Datum. of intersection of Sandy Lake Road m ss S 4) RM7 a n d I n t e r s t a t e Highway 35. m 3 c( 0 7� . ELDORADO X S2 X Elevation Reference Mark ° f'"� ®� � "� � � � WAY O 0 M2 River Mile � � t�' v S�� 6 RM605 443.94 Square -cut on top of a headwall, on ZONE X � � � ,x t h e s o u t h s i d e of Sandy Lake Road, cA Stream Horizontal Coordinates Based on North 500 feet west of S t emmo n s Freeway CROWLEY DRIVE 0� g 6D3 97°07'30", 32022'30" American Datum of 1927 (NAD 27) ( 1-35), and 75 feet west of C a p i tat 508 0 7> Projection. Parkway. LIMIT OF JAM ESTOWNe NOTES ZONE X DETAILED STUDY LANE W Wyk r+ 1 This map is for use in administering the National Flood Insurance Program; 507 502 1 it does not necessarily identify all areas subject to flooding, particularly from 500 local drainage sources of small size, or all planimetric features outside S� Special Flood Hazard Areas. The community map repository should be ROAD M184 stq > w' consulted for more detailed data on BFE's, and for any information on JACKSON ROAD A 6 n floodway delineations, prior to use of this map for property purchase or 0 498constfuction purposes. Q ZONE AEq 496 Areas of Special Flood Hazard (100 -year flood) include Zones A, AE, A1- 930, AH, AO, 999, V, VE and V1 -V30. ZONE X g 9Q ZONE AE J KELLY SPRINGFIELD ZONE Certain areas not in Special Flood Hazard Areas may be protected by BOULEVARD 3 C� X flood control structures. �C�`� Y5 Boundaries of the floodways were computed at cross sections and Stream 6D1 90 BOJ ZONE X Stream interpolated between cross sections. The floodways were based on 9� �( hydraulic considerations with regard to requirements of the Federal Stream 6D3 581,NORTE 6D5 Emergency Management Agency. VIA DEL (9 502 Floodway widths in some areas may be too narrow to show to scale. Refer to Floodway Data Table where Floodway width is shown at 120 inch. Z JEANETTE WAY vp 500 -YEAR FLOOD O > ® '�d> Coastal base flood elevations apply only landward of 0.0 NGVD, and include a LU CONTAINED IN CULVERT Q 6 the effects of wave action; these elevations may also differ significantly o ;� d' from ;those developed by the National Weather Service for hurricane o 498 evacuation planning. L2 a 479 C, °_' Corporate limits shown are current as of the date of this map. The user w 0 �� ,q 'S'tream 6D5' 503 w should contact appropriate community officials to determine if corporate Q a KATHY DRIVE o z � � e WHITLOCK LANE �S - 494 � limits have changed subsequent to the issuance of this map. KELLER 9 a�; ZONE X 492 ZONE X z This map may incorporate approximate boundaries of Coastal Barrier w ZONE X C Resource System Units and/or Otherwise Protected Areas established ZONE X �� tea, 490` under the Coastal Barrier Improvement Act of 1990 (PL 101-591). a 61 � ': k �P� �_ 02 ek ae For community map revision history prior to countywide mapping, see �. � ��"'d � s? Section 6.0 of the Flood Insurance Study Report. LU V 496 For adjoining map panels and base map source see separately printed Lu o m o C g Map Index. �O > golf Cart COcb w h rlt+4,� �� ' j, �� MAP REPOSITORY d- � �� +,�� RYAN ROAD 464 ZONE X 00Refer to Repository Listing on Map Index - �� CRM182 L--� O ZONE X Crossing Hutton EFFECTIVE DATE OF o Branch ZONE X gf 9 TERRACE TRAIL ZONE X COUNTYWIDE FLOOD INSURANCE RATE MAP: '70 Qz C� AUGUST 23, 2001 ZONE X 1 0 �� EFFECTIVE DATE(S) OF REVISIONS) TO THIS PANEL: 4 ZONE X�ZONE � 463 S� VOv �� FRq/VC�SCO Refdr to the FLOOD INSURANCE RATE MAP EFFECTIVE DATE shown AE on this map to determine when actuarial rates apply to structures in �� ZONE t, X62 > zones where elevations or depths have been established. X o J To determine if flood insurance is available, contact an insurance agent or e m call the National Flood Insurance Program at (800) 638-6620. z Q+ Asg N JACKSON STREET MAIN STREET COTTON STREET a 61 APPROXIMATE SCALE IN FEET 1 � 000 0 1000 :t ZONEX s r s? CITY OF CARROLLTON _ ee 80 4_ 4 t67 ZONE y LEGENDWALNUT STREET Fn NATIONAL FLOOD INSURANCE PROGRAM Q a m $" RM183 To obtain more detailed information in areas where Base FloodJACKSON STREET Elevations (BFEs)and /or floodways have been determined, users are encouraged to consult the Flood Profiles and Floodway Data tables g�'`� BELTLINE ROAD contained within the Flood Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole -foot elevations and therefore may not exactly reflect the flood elevation data presented in the FIS.FIRM BFEs shown on the FIRM are intended for flood insurance rating ® � e � . Vim. purposes only and should not be used as the sole source of flood ,�� . ZONE X elevation information. Accordingly, flood elevation data presented g Y, " � � � �� c y } in the FIS should be utilized in conjunction with the FIRM for ZONE X r e FLOOD INSURANCE RATE MAP purposes of construction and /or floodplai management. 1 a W 5 ERM elevations listed on this map were obtained and/or developed RM599 r �, p (y to establish vertical control for determination of flood elevations and ZONE X a DALLAS ALLAS COUNTY, ZONE X . '`' floodplain boundaries portrayed on this map. Users should be aware a� that these ERM elevations may have changed since the publication ZONE X t ��_ f TEXAS AND of this map. To obtain up-to-date elevaton information on National Geodetic Survey (NGS) ERMs shown on this map, please contacts° INCORPORATED AREAS the Information Services Branch of the NGS at (301) 713-3242, or visit their website at www.ngs.noaa.gov. Map users should seek verification of non -NGS ERM monument elevations whentat� using these elevations for construction or floodplain management m��.�� PANEL 160 OF 725 purposes. Coastal BFE's shown on this map may apply only landward of 0.0' LIMIT OF (SEE MAP INDEX FOR PANELS NOT PRINTED) NGVD. Users of this FIRM should be aware that coastal flood s� DETAILED STUDY elevations are also provided in the Summary of Stillwater Elevations r� -� ZONE X table in the Flood Insurance Study report for this community.��"® 2 I_ Elevations shown in the Summary of Stillwater Elevations table �� P 501 502 ui ui ui should be used for construction, and /or floodplain management .,e ��*�. „ "x, MOONRIVER ) z > > purposes when they are higher than the elevations shown on this Abe '� LANE M ¢ BERGEN LANE CONTAINS: FIRM. COMMUNITY ANEL SUFFIX STARCREST w z ¢ NUMBER P � m Lu ° WINDMILL LAN ''" '�' •"" Q CARROLLTON, OF 480167 0160 J ROLLINGDALE LANE x DALLAS, CITY of 4son1 01 �s 60 J 494 FARMERS BRANCH, CITY OF 480174 0160 J LANE tR OF 480180 0160 J A� ZON �9 I. E X.,..T z. A .4� HOLLAN E R �ITY . DALE LANE 1 L � ,� � tasono 0160 e e �„, 490 � pNO e LLJ ULS ~ > �y ZONE ZONE AE - 0 2 ry m Tributary— . CITY OF COPPELL �t� r Q X COOKSCREEK PL 483 p CB187L w MARK TWAIN DRIVE 4r z y a „ _ ZONE X NE X IC 480170 r q � z® `._.- rz 484 486 OXFORDS =- HIRE Cooks Branch LANE a; �� a.� 2 �� ZONE X NDLEWICK LANE MAP NU�(�Ef'i ~� ��°,� '�` � ,� ��' � �� 8 ZONE X �+ 6� �� r. CITY OF CARROLLTON 478 z�"t� �� TEEKSKILL w � a �' PLACE 43113CO1601 1 T CITY OF FARMERS BRANCH � � RM3 CITY OF FARMERS BRANCH PARKWAY ��ZONE X .480174 ��cY M9N� EFFECTIVE DATE: 32056'15" � �� JOINS PANEL 0170 32056`15" w� AUGUST 23, 2001 � O 96056'15" 96052'30" a y CITY OF IRVING " 480180AL Federal Emergency Management Agency L K 91 Ell 0 Ifl 9' 32056'15' ELEVATION REFERENCE MARKS REFERENCE ELEVATION MARK (FEET NGVD) DESCRIPTION OF LOCATION RM216 443.49 A standard disk stamped U 914 Reset 1972 set in the west end of the south headwall of the 5" bridge on the south frontage of 2°56'15" State Route 114 over the South Fork CARROLLTON, CITY OF 480167 0165 J of Hackberry Creek. RM217 469.03 A standard disk stamped W 914 1946 setin the north end of the east concrete abutment of a bridge on Cabell Drive over DALLAS, CITY OF 480171 0165 J Hackberry Creek. RM218 491.54 A standard disk stamped V 914 1946 set in the top of a concrete post p r a i e c t i n 9 3 feet above the ground and located IRVING, CITY OF 480180 0165 J approximately 0.74 miles along Cabell Road from its intersection with Belt Line Road, approximately _ 51 feet south of Cabell Road, 7 feet northwest of a power pole, 1 foot north of a fence and 2 feet east of a white wooden witness post. RM219 470.65 Chiseled square on the southeast corner of the east headwall of culvert on Trigg Road over the South Fork of Hackberry Creek. RM221 437.20 Chiseled square on the northwest corner of the southwest wing wall of bridge on, Colwell Drive (also State Route 114 access road at this location) over Cottonwood Branch. RM588 444.46 Square -cut on the west end of bridge on the 'exit ramp off of John W. Carpenter Freeway (State Highway 114) to Walnut Hill Lane on the southerly of two exit ramp/feeder roads, about 300 feet north of the John W. Carpenter Freeway. RM590 429.30 Square -cut on the foundation of a traffic signal light, on the southeast corner of the intersection of Royal Lane and ZONE O Connor Boulevard. RM595 430.55 Square -cut on 'top of curb, on the north side of Ranchview Drive, 100 feet west of the centerline of Valley Ranch Parkway, and 3 feet southeast of a fire hydrant To obtain more detailed information in areas where Base Flood Elevations (BFEs)and /or floodways have been determined, users are encouraged to consult the Flood Profiles and Floodway Data tables contained within the Flood Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole -foot elevations and therefore may not exactly reflect the flood elevation data presented in the FIS. BFEs shown on the FIRM are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly, flood elevation data presented in the FIS should be utilized in conjunction with the FIRM for purposes of construction and /or floodplain management. ERM elevations listed on this map were obtained and/or developed to establish vertical control for determination of flood elevations and floodplain boundaries portrayed on this map. Users should be aware that these ERM elevations may have changed since the publication of this map. To obtain up-to-date elevaton information on National Geodetic Survey (NGS) ERMs shown on this map, please contact the Information Services Branch of the NGS at (301) 713-3242, or visit their website at www.ngs.noaa.gov. Map users should seek verification of non -NGS ERM monument elevations when using these elevations for construction or floodplain management purposes. Coastal BFE's shown on this map may apply only landward of 0.0' NGVD. Users of this FIRM should be aware that coastal flood elevations are also provided in the Summary of Stillwater Elevations table in the Flood Insurance Study report for this community. Elevations shown in the Summary of Stillwater Elevations table should be used for construction, and /or floodplain management purposes when they are higherthan the elevations shown on this FIRM. ZONE LIMIT OF DETAILED STUD` 32052'31 10 C 0 1 X CTTV OP n A T T A C Cottonwood Branch OTHER AREAS ZONE X Areas determined to be outside 500 -year floodplain. ZONE D Areas in which flood hazards are undetermined. LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED CONTAINS: BY 100—YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. 5" Flood Hazard Areas. 2°56'15" ZONE AH Flood depths of 1 to 3 feet (usually areas CARROLLTON, CITY OF 480167 0165 J of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, DALLAS, CITY OF 480171 0165 J velocities also determined. ZONE A99 To be protected from 100 -year flood by Federal flood protection system under construction ; no base flood elevations determined. IRVING, CITY OF 480180 0165 J ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave _ action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE See Map Index for Elevation Datum. OTHER FLOOD AREAS X Elevation Reference Mark ZONE X Areas of 500 -year flood; areas of 100 -year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 -year flood. OTHER AREAS ZONE X Areas determined to be outside 500 -year floodplain. ZONE D Areas in which flood hazards are undetermined. Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE DATE shown on this map to determine when actuarial rates apply to structures in zones where elevations ordepths have been established. To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at (800) 638-6620. 32 ' , APPROXIMATE SCALE IN FEET 3 M 590 loon 0 1000 ZONE AE (EL 432) NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP DALLAS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 165 OF 125 (SEE MAP INDEX FOR PANELS NOT PRINTED) UNDEVELOPED COASTAL BARRIERS \ \ CONTAINS: Identified Identified Otherwise 1983 1990 Protected Areas Coastal barrier areas are normally located within or adjacent to Special Flood Hazard Areas. Floodplain Boundary CARROLLTON, CITY OF 480167 0165 J Floodway Boundary Zone D Boundary Boundary Dividing Special Flood Hazard Zones, and Boundary 8 Dividing Areas of Different DALLAS, CITY OF 480171 0165 J Coastal Base Flood Elevations Within Special Flood Hazard Zones. Base Flood Elevation Line; _513 Elevation in Feet. See Map Index IRVING, CITY OF 480180 0165 J for Elevation Datum. Cross Section Line Base Flood Elevation in Feet _ (EL 987) Where Uniform Within Zone. See Map Index for Elevation Datum. RM7 X Elevation Reference Mark • M2 River Mile Horizontal Coordinates Based on North 97007'30", 32022'30" American Datum of 1927 (NAD 27) Projection. NOTES This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size, or all planimetric features outside Special Flood Hazard Areas. The community map repository should be consulted for more detailed data on BFE's, and for any information on floodway delineations, prior to use of this map for property purchase or construction purposes. Areas of Special Flood Hazard (100 -year flood) include Zones A, AE, A1 - A30, AH, AO, A99, V, VE and V1 -V30. Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areas may be too narrow to show to scale. Refer ZONE to Floodway Data Table where floodway width is shown at 120 inch. X Coastal base flood elevations apply only landward of 0.0 NGVD, and include the effects of wave action; these elevations may also differ significantly from those developed by the National Weather Service for hurricane evacuation planning. Corporate limits shown are current as of the date of this map. The user should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of this map. This map may incorporate approximate boundaries of Coastal Barrier j Resource System Units and /or Otherwise Protected Areas established under the Coastal Barrier Improvement Act of 1990 (PL 101-591). For community map revision history prior to countywide mapping, see Section 6.0 of the Flood Insurance Study Report. For adjoining map panels and base map source see separately printed Map Index. MAP REPOSITORY Refer to Repository Listing on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP: AUGUST 23, 2001 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL: Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE DATE shown on this map to determine when actuarial rates apply to structures in zones where elevations ordepths have been established. To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at (800) 638-6620. 32 ' , APPROXIMATE SCALE IN FEET 3 M 590 loon 0 1000 ZONE AE (EL 432) NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP DALLAS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 165 OF 125 (SEE MAP INDEX FOR PANELS NOT PRINTED) WCE COPY TV "?.Z0. i MAP NUMBER ENGINEER 48113CO165 1 EFFECTIVE DATE: 5052'30" Www 0AUGUST 23, 2001 UIFederal Emergency Management Agency CONTAINS: COMMUNITY NUMBER PANEL SUFFIX CARROLLTON, CITY OF 480167 0165 J COPPELL, CITY OF 480170 0165 J DALLAS, CITY OF 480171 0165 J FARMERS BRANCH, CITY OF 480174 0165 J IRVING, CITY OF 480180 0165 J WCE COPY TV "?.Z0. i MAP NUMBER ENGINEER 48113CO165 1 EFFECTIVE DATE: 5052'30" Www 0AUGUST 23, 2001 UIFederal Emergency Management Agency