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HomeMy WebLinkAboutFENCE2025-003933 ATE OF ISSUANCE: 111NINE PERMIT #: FENCE PERMIT APPLICATION PLEASE PRINT JOB ADDRESS: LOT: ,BLOCK. SUBDMSION:. BUILDING CONTRAC'i%-R (company name): CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PH:#! Fax PROPERTY OWNER: CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PHONE NUMBER:_ PROJECT VALUE: $ DESCRIPTION OF WORK TO BE DONE: cc RE�)UIREMENTS: TWO (2) PLOT PLANS SHOWING LOCATION OF FENCE ON PROPERTY. PLEASE TYPE HEIGHT 81-0" MAXIMUM ALLOWED CHECK (ZERO TOLERANCE) WOOD CHAIN LINK MASONRY !L OTHER I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING FENCES. WILL FENCE EXCEED EIGHT -FEET (8') IN HEIGHT, EVEN BY INCHES? PRINT NAME: SIGNATURE PH #.. FAX #: EMAIL: FOR OFFICE USE ONLY PER -MIT FEE: APPROVED BY: DATE: Development Services Department The City of Grapevine P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 * www.grapevinetexas.gov OAF.-NDS APPLICATIONS - FEEMFENCE PERMIT REVISED.d- REVISED 712002, 512006,812008,4/2009,V2014 O Box 95104 Project # 25-003933 Grapevine, Texas 76099 Project Description: Installed Stone Wall 6ft & 9 1/2ft 817) 410-3166 Issued on: 10/22/2025 at 1: 15 PM ADDRESS INSPECTIONS 2824 Peninsula Dr. Grapevine, TX 76051 1. Building Setback 2. Building Foundation/Footing LEGAL Placid -Peninsula INFORMATION FIELDS Addition Blk 3 Lot 2 S —APPLICANT NAME (individual) "APPLICANT PHONE NUMBER PERMIT HOLDER Darren Elmore APPLICANT E-MAIL Extreme Landscape Con struction, LLC VALUATION (817) 966-6799 FENCE & SCREENING WALL HEIGHTS TYPES OF CONSTRUCTION COLLABORATORS - Darren Elmore * CONSTRUCTION TYPE Extreme Landscape * OCCUPANCY GROUP Construction, LLC * ZONING DISTRICT (817) 966-6799 El N. . Darren Elmore 817-966-6799 7000 8 - FEET MASONRY VB R-3 R-7.5 FEE TOTAL PAID DUE OWNERS - Peter A Crisi Flat Rate Permit Fee ($21.00 Flat Fee) $21.00 $21.00 $21.00 TOTALS $21.00 $21.00 $0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING FENCES. October 22, 2025 Signatur-, Date Page 1/2 MY(30v.us 25-003933, 1012212025 at 1:15 PM Issued by: Amanda Robeson City of GrapevineFence- Residential Project # 25-003933 NOTICES ..'. . 'IiIiIiIiiiiii. i ' •' f • eeOyT ES r INSPECTION METRO (17) 410-3010, CUT OFF TIME O A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THISOFFICE. . - � • ,r ' ,r � r s � r . r a • i� r r a' a r r •' a ' •r � � ra a •. r r Page 2/2 MYGOV.US 25-003933, 10/2212025 at 1:15 PM Issued by: Amanda Robeson rl BEDROCK FOUNDATION REPAIR9 LLC (F-10832) Engineering sion 1018 Fletcher, Dallas-, Texas 75223 j27qLq6_1-4711 (,800,) 880-1811 fax email: 0 10M M WrM 1 p w Q 0 (214) 824-1211 October 10,202 z 0 CL to 0 Z U,J 8 00 Li z ej N H Bedrock Foundation Re 972', 261-47 Re: 2824 Peninsula Dr. — Grapevine, T s exa It is proposed to construct two retaining walls on the subject property in the approximate locations shown. The retaining walls will be constructed of stone and a high strength mortar (type "S"). The heights will be variable from F to 9.5'. 2' of the end of the wall will be modified for continuity as shown in the picture. The wall will not be serving any structural capacity for the structure. The footing should be 8" thick and the width will be variable as a function of the height. Use 2 #3 horizontal rebar in the footing as shown. The wall should be flush with the front and rear of the footing. The face of the wall should have a 12:2 slope. The top of the wall should be 12 wide. Concrete should be a minimum of 5 sacks per cubic yard mix, 3000 psi @ 28 days and reinforcing steel 60 ksi. Construct a drain pocket on the rear near the bottom of the wall as shown. The drain pocket should be approximately 12" in diameter at each weep hole. The drain pocket should be filled with a uniform sized rock wrapped with geotextile filter fabric. Use 2" weep holes extending through the wall at maximum 10' centers. M 0 Bedrock Foundation R 1972) 261-4711 Re: 2824 Peninsula Dr. — Grapevine, Texas LOT 3 BLOCK 3 LOT 2A BLOCK 3 IA 7my) <0 0 n IAI Retaking gr wati -4k -P (WNDROSE • BedrqgkfmqqggmAeJ21L.�61-4711 Re: 2824 Peninsula Dr. — Grapevine, Texas 14" !-S-one i ur" 30 �T7 .. ...... .. ry 13 Bedrock Foundatigg Rej)air. LLC L�72) 261-4711 _ Re: 2824 Peninsula Dr. — Grapevine, Texas Nk � � �' � \ �� f�� / \\\\\/\\����° ^�© ? /\ \���\ \\� � � °� � /� (� � ��\\/\\ Bedrock Foundation Repair, LLC L972) 261-47 Re: 2824 Peninsula Dr. — Grapevine, Texas I Opinions expressed in this report are based on sound engineering judgment and evaluation regarding past performance of the property inspected on the day of this inspection. The report also gives engineering advice with regard to the best and most economical •• to stabilize and maintain the property. construction •• No warranty is expressed or implied as to the performance of this retaining wall. Bedrock Foundation Repair, LLC report does not warrant or predict the future r,erformance of the structure. The information provided in this report is intended for the private use of our client. ]a you have any questions or comments regarding this report or if we can be of further assistance, please call. I October 10,2025 M