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HomeMy WebLinkAboutFENCE2011-0068W CHECK BOX IF PREFERRED TO BE CONTACTED BY E -MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ , "" Setbacks 'A roval to Issue Occupancy Grou : Q Front: Electrical Division: Building Width: Left: PI Zoning: °{ Buildin De the Right: echanical Rear: Plan Review Approval: Date :�, Water Availabili Rate: Site Plan Approval: Date: Sewer Availability Rate: Fire Department: Date: Building Permit Fee: Public Works Department: Date: Plan Review Fee: Health Department: Date: Lot Drainage Fee: Approved for Permit: Date: / Total Fees: Lot Drainage Submitted: Approved: 'Total Amount 17ut. 6717 CALMONT AVEMJE FOR WORTH. &,7.73kQ587 FAX 817-732-M4 Lot .PR, ""i-ck 1, GHAIIVVIN� urapevIne, t,l 0W Pl it Id Dvdica on rot orded in ``CF .t T,i r r, i T` t o 111 tv twlr Ing's ar" 11"'! Cr ly-d, d 11 1 lKt- troll r"a otm4t Cm- k:ortro, wn"ment, IR. SePVEYED ON THE op()uNL March 0, 044, TJLE CO OF NO V! 1 1C 14h CFN Prudential HOW BORROWER Roh(rt it. RuIliligton J06 NO � Si je Connie Cook - Fwd: A fax has arrived from remote ID '9727165958 '. From: < To: <Ccook @grapevinetexas.gov> Date: 1/14/2013 11:08 AM Subject: Fwd: A fax has arrived from remote ID'9727165958 Attachments: AG071C57.PDF Here are the three copies of the approved retaining wall inspections. The homeowner and I both remember meeting the Two different inspectors for this project. Despite what these three green tags say We were given verbal and written assurance that this project passed all inspections. I am not at all pleased with the way this has been handeled. I expect this issue to be resolved immediately on the Cities time. Not Mine. I can not devote any more of my time to this issue. Please contact me and assure me that this has been resolved. Marcus Banner Adams Structural Inc. #817- 690 -8081 - - - -- Original Message---- - From: Jarvis, David J < To: awallbuilder < Sent: Mon, Jan 14, 2013 8:58 am Subject: FW: A fax has arrived from remote ID '9727165958 '. Marcus: Here you go. Hope this works. Let me know. David J. Jarvis Bank of America Merrill Managing Director - Sal Global Corporate Aircra 15301 Dallas Parkway, S Addison, TX 75001 (972) 455 -5855 (469) 995 -1088 cell (214) 416 -0712 fax Lynch s Manager - Americas t Finance e. 830 - - - -- Original Message---- - From: RFaxSMTP RDN20 [ mailto: Sent: Monday, January 14, 2013 10:56 AM To: Jarvis, David J Subject: A fax has arrived from remote ID 19727165958 1. A fax has arrived from remote ID 19727165958 1/14/2013 10:53:38 AM Transmission Record Received from remote ID: 9727165958 Inbound user ID NBKXT9N, routing code 4160712 Result: (0/352;0/0) Successful Send Page record: 1 - 1 Elapsed time: 00:21 on channel 19 This message, and any attachments, is for the intended recipient(s) only, may contain information that is privileged, confidential and /or proprietary and subject to important terms and conditions available at http:// www. bankofamerica .com /emaildisclaimer. If you are not the intended recipient, please delete this message. 2013-Jan-14 10:53 AM bankofamerica 9727165958 CITY OF GRAPEVINE, TEXAS INSPECTION APPROVED DATE LOCATION 3'712 TYPE OF INSPECTION INSPECTOR e-elet- Building Inspection Dept..... 817-410-3165 Inspection Request . . . . . . . . 817-410-3010 Rev.. 2101 INSPECTION APPROVED LOCATION TYPE OF It CITY OF GRAPEVINE, TEXAS DATE Building Inspection Dept..... 817-410-3165 Inspection Request........ 817-410-3010 Rev. 2J01 CITY OF GRAPEVINE, TEXAS INSPECTION APPROVED DATE 0-;20 LOCATION TYPE OF INSPECTION INSPECTOR Bulldlng inspection Dept . . . . . 817-410-3185 Inspection Request . . . . . . . . 817-410-3010 Ray.' 210 1 1/1 -1mr,"m v -F"u mil Fil INE, "E GKA 'F IC RED. E 71 C, nd JOB NO. 11002 so JANUARY 59 2011 Scott Miller Consulti Engineer, Inc. Texas Registered Engineering Firm F-003643 ISCOTT A. "SAM" MILLER P.E., P.O. Box 5731, North Little Rock, AR 72119 Tel. 501.34.3546 jCZ-7, /0 ­ L6 JA 621 u Gf vC, -1,,l • DRAWN BY. SAM VI RESIDENCE OAKWOOD DRIVE PEVI NE, TEXAS I DESIGN 60 i01- DATE: 01104111 ISHEET. 1 OF 9 13 SCOTT A. "SAM" MILLER P.E, P.O. Box 5731, North Little Rock, AR 72119 SCALE: HORIZ. 1 " = 20' VERT. 1 " = 5' APPROX.- WALL FACIA 265 SQ. FT.(INC. CAPS) 110 _7_ APPR`0X.__DRA'I_N RUCK 8" ECU. '--'-YDS . 110 �APPROX. FILTER FABRIC �O So. YDS. 105 - -- ----- -- ----- NO WATER SHALL BE ALLOWED TO FLOW OYER THE WALL- A-r-ANY TIME - - ----- 105 LEVEL SLOPE BEHIND WALL BEGIN OUTSIDE WALL TURN OUTSIDE TURN END 100 _,0+30-_ 0+43-- .,WALL + 100 LAYOUT WALL PER I CIVIL DRAWIINGS EL. 97.331 CONSiDERING WALL FACE BATTER OF 1 (H): 1 6(V) 0 ALL WALL ELEVATIONS ARE AS§UMED BASED 95 A -TOP- -OF---U-P-PE-R-WALL--E'LEV­. =-10(D-.O-- . ..... 95 EL. LOOKING AT FACE OF WALL 90 90 MIN. WALL EMBEDMENT = 0.50 FT LEVEL SLOPE IN FRONT OF WALL I 85 05 0 69' PANEL WIDTH, I'T NO GRID REQ'D GRID LENGTH, FT. 0+00 1+00 2+00 2+50 WALL I PROFILE LOWER WALL SCOTT A. "SAM" MILLER P.E, P.O. Box 5731, North Little Rock, AR 72119 SCALE: HORIZ. 1 " = 20' VERT. 1 " = 5' 16' 33' 36' PANEL WIDTH, FT. 0.5' 1.33' 0.5' NO GRID NO GRID _# NO GRID WALL EMBED., FT, GRID LENGTH, FT, 0+00 1+00 2+00 2+50 WAL L L 2 PROFIE UPPER WALL SCALE: HORIZ. 1 " = 20' VERT. 1 " = 5' Engineer, Inc. Texas Registered Engineering Firm F-003643 SCOTT A. "SAM" MILLER P.E, P.O. Box 5731, North Little Rock, AR 72119 Tel. 501.374.3546 APPROX. WALL FACIA -- 290 SQ. FT.(INC. CAPS) 110 7 A P P-R-0 X.- DRAIN RUCK= -.7 2 0 CU. 110 APPROX. FILTER FABRIC = 40 SQ. YDS. 105 - BEGIN OUTSIDE OUTSIDE OUTSIDE OUTSIDE ---- - --- ---- - -- ---- - -- END NO WATER SHALL BE ALLOWED TO FLOW OVER 105 - - WALL TURN TURN TURN TURN 0+00 0+07 0+16 0+401 0+49 WALL THE WALL AT ANY TIME 0+85 LEVEL SLOPE BEHIND WALL PEDESTRIAN ITRAFFIC ONLY BEHIND WALL 100 + 100 LAYOUT 4LL PER CIVIL DRAWING CONSIDERING WALL 'FACE BATTER EL. 95,66 OF 1(H)116(V) 0 95 ---ALL ---WALLS ELEVAT[ONS -ARE -A-S-SUM-ED BASED- 95 w ON A TOP OF UPPER WALL ELEiV. 100.01 __j LOOKING AT FACE OF WALL 90 90 MIN. WALL EMBEDMENT = 0.50 FT. LEVEL SLOPE IN FRONT OF WALL o 5 . . ..... 85 16' 33' 36' PANEL WIDTH, FT. 0.5' 1.33' 0.5' NO GRID NO GRID _# NO GRID WALL EMBED., FT, GRID LENGTH, FT, 0+00 1+00 2+00 2+50 WAL L L 2 PROFIE UPPER WALL SCALE: HORIZ. 1 " = 20' VERT. 1 " = 5' Engineer, Inc. Texas Registered Engineering Firm F-003643 SCOTT A. "SAM" MILLER P.E, P.O. Box 5731, North Little Rock, AR 72119 Tel. 501.374.3546 PEDESTRIAN TRAFFIC ONLY BEHIND WALL ADHERE CAP BLOCK TO TOP BLOCK WITH EXTERIOR GRADE ADHESIVE— /2" EXPANSION JOINT WA T L A ` � ^ `� , ANCHOR OM AMCHOR VER�CA PRO M uu u u Vu `m~ � ��|L LEVEL SLOPE FACING UNITS 0.5" SETBACK PER CO U RSE /1 BLOCK) LEVEL SLOPE COMPACTED SOIL MIN. 6" THICK TXDOT FLEX. BASE LEVELING PAD FABRIC 4" LAP, TYP. N. EMBEDMENT = 0.67 F[ ' .. ' 2" TH|CK NO 57 RECY 5 I SCOTT A. )I SAM Y) MILLER RE, P.O. Box 5731, North Little Rock, AR 72119 Tel. 501,374.3546 ' FOUNDATION ZONE UNDISTURBED HARD SANDY CLAY PLASTICITY INDEX < 3 5 T\P|LAL `Lu 7|ON—VLR 7|CA PRO G[AV|TY UA Scott Miller Co nsulti �n [ � LL POOL DECK OR 12" THICK COMPACT ED CLAY RETAINED ZONE CLED CONCRETE COMPACTED OR UNDISTURBED SANDY CLAY / PLASTICITY INDEX < 3 20" TOP VIEW I ---I F177 5EaDDjLA--A ANCHOR VERTICA PRO STRAIGHT UNIT ISOMETRIC VIEW (NOT TO SCALE) �-17 3/8- TOP VIEW -F - 8 1/2- FRONT VIEW SECTION A-A ANCHOR VERTICA PRO BEVELED UNIT ISOMETRIC VIEW (NOT TO SCALE) ANCHOR VERTICA PRO BEVELED UNIT 3-D VIEW (NOT TO SCALE) ANCHOR VERTICA PRO STRAIGHT UNIT 3-D VIEW (NOT TO SCALE) ISCOTT A. "SAM" MILLER -P.E, P.O. Box 573I, North Little Rock, AR 72119 �—Co�-Jwmnwenamgrl=- Engineer, Inc- Texas Registered Engineering Firm F-003643 I Tel. 501.374.3546 )--1 ,y CORNER UNIT SCALE: NONE VERTICA PRO CAP UNIT SCALE: NONE `t'I °vI` BASE LEVELING PAD WALL BASE STEP DETAIL SCALE: NONE SAW CUT AS REQUIRED TO CONSTRUCT 90 DEGREE MITERED CORNER OUTSIDE CURVE TOP INSIDE CURVE SPLIT FACE AND END WALL FACE 9. ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION, 2. LAYOUT CAPS PRIOR TO USING ADHESIVE. 3. CUT CAPS TO FIT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF CAPS. 5. USE EXTERIOR -GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. ANCHOR VERTICA PRO DESIGN DETAILS - CAP BLOCK (NOT TO SCALE) VERTI BLOC CAP ISCOTT A. SAM MILLER RE, P.O. Box 5731, North Little Rock, AR 72119 0 FIR (111 ilow, im i, a Iwn moil STEEL FENCE OR RAILING SLOPE MAY VARY ME-NON-SHRINK GROUT AROUND POST 12 INCHES OF FREE DRAINING AGGREGATE SLEEVE AND NON-SHRINK GROUT AROUND POST PIPE. SLEEVE INSTALLED DURING WALL ERECTION. O ANCHOR VERTICA PRO BLOCK FENCE RAIL DETAIL SCALE: NONE *FENCING SYSTEMS APPROVED FOR USE WITH SLEEVE-ITTM 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK - UP TO 8-FT7 iw'RIVACY - UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 411X41' MAX. SLEEVE-IT FENCE POST ALTERNATE DETAIL SCALE: NONE Scott Miller Consulting Engineer, Inc. Texas Registered Engineering Firm F-003643 I SCOTT A. "SAM" MILLER P.E, P.O. Box 573I, North Little Rock, AR 72110 Tel. 501.374.3546 NOTES: 1. DRAIN ROCK- RECYCLED NO 57 CRUSHED CONCRETE STONE 2, LEVELING PAD- MINIMUM 6.0" THICK RECYCLED CONCRETE TXDOT FLEX. BASE COMPACTED TO A MINIMUM 95% STD. COMPACTION (ASTM D698). 3. FOUNDATION ZONE- ON -SITE UNDISTURBED HARD, STABLE SANDY CLAY SOIL WITH A PLASTICITY INDEX LESS THAN 35 WITH AN EFFECTIVE FRICTION ANGLE = 23 DEGREES, MOIST UNIT WEIGHT =120 PCF, COHESION =100 PSF. 4. RETAINED ZONE- UNDISTURBED OR COMPACTED SANDY CLAY WITH A PLASTICITY INDEX LESS THAN 35 WITH AN EFFECTIVE FRICTION ANGLE= 23 DEGREES, MOIST UNIT WT. =120 PCF, COHESION = 0 PSF. 5. MINIMUM WALL EMBEDMENT- VARIES, SEE PROFILES 6, ALL SOIL STRENGTH AND PROPERTIES ARE BASED ON DESCRIPTIONS OF THE SITE SOILS BY THE CLIENT THE SOIL PROPERTIES MUST BE VERIFIED BY TESTING AGENCY OF RECORD EMPLOYED BY THE WALL INSTALLER AND THE WALL DESIGNER NOTIFIED OF SOILS DIFFERENT THAN THOSE NOTED HEREIN. 7. WALL BATTER WILL BE 0,5 -INCH PER BLOCK COURSE, 8. THESE PLANS ARE BASED ON THE WALL SKETCH SENT TO THE WALL DESIGNER FROM THE CLIENT. THE TOP AND BOTTOM OF WALL ELEVATIONS AND SLOPES IN THE VICINITY OF THE WALLS MUST BE VERIFIED BY THE WALL INSTALLER BEFORE BEGINNING WALL CONSTRUCTION, THE WALL DESIGNER MUST REVIEW ANY CHANGES TO THE WALL DIMENSIONS OR SLOPES AROUND THE WALLS, 9. THE WALL DESIGNER ASSUMES NO LIABILITY FOR INFORMATION PROVIDED BY OTHERS OR NOT VERIFIED, 10. ALL NO 57 RECYCLED CONCRETE FILL MUST BE PLACED IN MAXIMUM 8.0 INCH THICK LIFTS AND COMPACTED WITH A MIN, OT TWO PASSES OF A VIBRATORY PLATE COMPACTOR ON EACH 8.0 INCH THICK LIFT, 11. MAXIMUM WALL BEARING PRESSURE = 500 PSF 12. THE LONG -TERM STATIC GROUNDWATER LEVEL IS ASSUMED TO WELL BELOW THE BOTTOM OF THE WALLS (GREATER THAN 6.0 FT,) 13. ALL QUANTITIES DO NOT INCLUDE ANY WASTE OR OVERLAP REQUIRED AND ARE BASED ON IN -PLACE COMPACTED VOLUMES, THE INSTALLER MUST VERIFY ALL QUANTITIES, 14. WALL HEIGHTS SHOWN MUST NOT BE EXCEEDED WITHOUT THE CONSULTATION AND APPROVAL OF THE WALL DESIGNER, 15. ALL FACIA BLOCK MUST BE ANCHOR VERTICA PRO UNITS. 16. ALL UTILITIES BEHIND, IN FRONT AND UNDER THE WALLS SHOULD BE INSTALLED BEFORE COMMENCING WALL CONSTRUCTION TO LIMIT DISTURBANCE AND DAMAGE TO THE GRID AND UNDERMINING OF THE WALL. THE COMPACTION OF ALL UTILITY BACKFILL UNDER THE BLOCK AND GRID ZONES MUST BE VERIFIED TO BE AT LEAST 95% STANDARD COMPACTION (ASTM D698). 17. MAXIMUM SLOPE BEHIND AND IN FRONT OF THE WALL IS SHOWN ON THE WALL PROFILE AND SHALL NOT BE EXCEEDED WITHOUT THE CONSULTATION AND APPROVAL OF THE WALL DESIGNER. 18, CARE MUST BE TAKEN WHEN INSTALLING ANY UTILITIES, STRUCTURES OR LANDSCAPING BEHIND THE WALL SO AS NOT TO DAMAGE THE GEOGRID OR WALL FACE, ANY DAMAGED GEOGRID OR WALL FACE DISTORTION MUST BE REPLACED. 19. ALL ROOF DRAINS, POOL DRAINS AND SURFACE WATER MUST BE ROUTED AROUND OR PIPED THROUGH THE WALL FACE. NO SURFACE WATER SHALL BE ALLOWED TO FLOW OVER THE WALL FACE DURING OR AFTER WALL CONSTRUCTION, 20. ANY SPRINGS, SEEPS OR OTHER WATER SOURCES NOTED IN THE WALL EXCAVATION MUST BE IMMEDIATELY REPORTED TO THE WALL DESIGNER FOR REMEDIAL ACTION, 21, ALL FILTER FABRIC MUST BE GEOSTAR GT140 FILTER FABRIC Scott Miller Consulting Engineer, Inc. Texas Registered Engineering F-003643 SCOTT A. "SAM" MILLER P.E., P.O. Box 5731, North Little Rock, AR 72119 Tel. 501.374.3546