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.
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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
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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
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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
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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