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HomeMy WebLinkAboutRSWALL2026-002378DATEOFISSUANC li RECEIVED: 06/19/2026 -002378 PERMIT #: 26 1225 RELL RD BUILDING PERMIT APPLICATION RETAINING WALL JOB ADDRESS: 1225 Murrell Rd # LOT: 1 LOCK: 1 SUBDIVISION: Sleepy Hollow BUILDING CONTRACTOR (company name): CCH Builders, Inc. CURRENT MAILING ADDRESS: 2500 Lakepoi,nt Dr. CITY/STATE/Z1P: Keller, TX, 76248 PH: # 972-880-1710 Fax # PROPERTY OWNER: John and Robin Diebold CURRENT MAILING ADDRESS: 718 E. Bethel School Rd, CITY/STATE/ZIP: Copped, TX, 75019 PHONE NUMBER: 214-914-4380 PROJECT VALUE: $50,000 FIRE SPRINKLERED? YES NO x WHAT TRADES WILL BE NEEDED?,, ELECTRIC PLUMBING — MECHANICAL DESCRIPTION OF WORK TO BE ONE: Build Retaining Wall across the front of the property — ............. USE OF BUILDING OR STRUCTURE: SR NAME OF BUSINESS: Total Square Footage under roof- Square Footage of alteration/addition: 0 1 hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) 0 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number- (Not required for I & 2 family dwellings) 0 1 hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health, (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Carey Caldwell SIGNATURE PHONE #: 972-880-1710 EMAIL: 0 CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT J-'�7ort-s-t-ru c--i Construction T% re: Permit Valuation: Setbacks Approval to,,,rssue Occupar)C� Grou Fire S j Irinkler: YES NO Front: Electrical,," Division: Building Derth: Left: — ------- - - PlumbiJurl", Zoning: uildinL, Width: I Rear: Mecl:zmical B Occuparic-, Loa'd--. Grease Trar ----TRi,! Itt/4 1 Buildin�-, P -e 4� rinit Fee: Plan Review Aplroval- Date: Site Plan Ar,proval: Date: Plan Review Fee: c. Fire Department: Date: Lot -Drainage Fee:, Public "Works Dei lartment: Date: Sewer Availability Rate: Health Devartment* Date: Water Availability Rate: Approved for Pe it: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due'. P.O BOX 95104. GRAPEVINE, iX I1046t817S410-1161 0+0RV$�DSPE-RVITAPPUCAT IONS V02 Ray.11104,5106,2i67,11109,4111.?J 19 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 ADDRESS 1225 Murrell Rd, Grapevine, TX 76051 LEGAL Sleepy Hollow Addition Blk 1 Lot 1 S Carey Caldwell CCH Builders IL972) 880-1710 - Carey Caldwell CCH Builders (972) 880-1710 OWNERS Building - Retaining Walls & Screening Walls Project It 26-002378 Project Description: Retaining wall along the front of the properly (ELECTRONIC REVIEW) Issued on: 07/02/2026 at 11.05 AM INSPECTIONS I. Building Setback 2, MISC. Building Inspection —APPLICANT NAME (individual) **APPLICANT PHONE NUMBER APPLICANT E-MAIL **NAME OF BUSINESS VALUATION F#r0T#11JF1r417F&91Em� U� mgamf MIA Building Final 4 Carey Caldwell 972-880-1710 Inc. 50000 1225MurreliRdGrapevineRetainingWallPe rmitApplication.pdf 1225MurrefiRdGrapevineStoneWailLocati onAndEngineering.pdf TOTAL PAID DUE $837.50 $837,50 $837.50 $837.50 $ 837.50 $ 0.00 Page 1/2 MYGOV.US 26-002378, 07102/2026 at 11:05 AM Issued by: Sandra Brandt FLANS UANNU I tat KLFKUUUGLU, KLULSIUNLU UK GUF'ILU ANU AKL F-UK I HL UNI= I IML USL FUK SAID INVUIUL UK AUUKLSS SHUVVN. INFKINULMLN I UI- I Ht7C FLANS IN ANY WAY VVILL FALL UNULK I HE US. UUFYKIUH I LAVV: �o y 0 N _- Nam ' �am I- i 's JO�z J�§x �W — I I - 16ii 5-t tL f mNN 44 Y xO l..W O���OIQ-U y If P i v r 'IiVM aN01G .01 LJJ o 0O W - - oeTAIL p op Z „- ...... ..wa:l:,,,,: ne,d P wa [053-3478-0825 co Z- 2 N NuJ----0y Sj COPYRIGHT 202? PLANS CANNOT BE REPRODUCED, REDESIGNED OR COPIED AND ARE FOR THE ONE TIME USE FOR SAID INVOICE OR ADDRESS SHOWN. INFRINGEMENT OF THESE PLANS IN ANY WAY WILL FALL UNDER THE US. COP (RIGHT LAWS. 3 RETAINING WALL TO BE LOCATED BY BUILDER. MAXIMUM SLOPE @ GRADE CLAY CAP 1 '-O" THICK LAYER 8" CMU BOND BEAM W/ 2 - #5's UNDISTURBED SOIL 8'CMU WALL FULLY GROUTED W/ TYPE FREE DRAINING LINE OF EXCAVATION GRANULAR FILL PER OSHA 12"' DIA, WEEP HOLES 3"DIA. PERF.DRAI @ 5'-0" O-C. PIPE INSIDE VX VX CONT. GRAVEL OR CLEAN ROCK WRAPPED IN FILTER FABRIC AROUND DRAINAGE POCKET 3", S MORTAR (3500 PSI) yE REINFORCED Wl # 5 L BAR @ 16" O,C, W/ ACI STD. 90- HOOK 9 zo CLADDING BY OTHERS LOWER LEVEL SOIL #4's @ 12" lly m"I'll 3 3000 PSI 3" -'—CONCRETE CONT. FOOTING 4# 5's TOP & BOTTOM x CONT. a _-12" 0 3000 PSI CONCRETE PIER EVERY 10'-0'REINF. W/ 2 - #5 VERTICAL & #3 LOOPS @ 8" O,C, of V-6- � V-0- �6" 3, Orr USE EXPANSION JOINTS EVERY 20'OF WALL 94973 , ENs , c , TX FIRM REGISTRATION# F- 417 NAT RALRESIDENTIALCONST U TIONN0RTlXFDUlDA FO UNDATION DESIGNS. INC. PLAN#: STONEWALL .,,.LER.C'S ROAD I�K (8 I, FORT WORTH, TX.1(3241 T Z'1"L 17 o(o', I LOT: 11 Eol ROAD 379 GRAPEVINE, TX