Grapevine Crk-PT000907OFFICE MY OF COPPEL
ct.�.ISJ EAPPRG�?.t FQR GENERAL CONFOR-
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3610 W PMmKer Mmy., Ste. 218, S17 N Y 1' L E3 COURT
>xro81 COPPE f TEXAS 7501
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MAX.
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PINNED GRASS SOD
TO TOTAL EARTH BANK
13'
MAX. PEC —MAT SOD
SETBACK VARIES REINFORCEMENT
APPROXIMATLY A
1/2" PER UNIT
3XT GEOGRID
5T GEOGRID
GRASS SOD DISTURBED AREA
UNDISTURBED EARTH BANK
ALL GEOGRID INSTALLED IN 2' LIFTS
EXTEND ALL GRID LENGTHS TO THE EXISTING BANK
ANCHOR BOND BEAM
114 REBAR a
PLACED HORIZONTALLY ati C
� � n 3/4" to 1" CRUSHED ST NE
HEIGHTAL7' t` II MR 2 EARTH ANCHOR
e
4" PVC DRAIN 5/8 "STEEL ROD
BASE OF CHANNEL
4 140N FILTER FABP. 7
TOP OF LEVELING _ UNDISTURBED EARTH
PAD —5.0 �_ 4"
I� LEVELING PAD STEEL REINFORCED 3000 PSI
#4 STEEL REBAR I ��
18" SQUARE 1/4" STEEL PLATE
SET PIER ON TWIN HELICAL PIER 8 -10 #C150 -0006
10' CENTERS A INSTALL TO 2,500 FT LBS. OF TORQUE
ANCHOR.CONNECTION DETAIL
REINFORCED E —RA? : ai.I,
4 "DRAINAGE OUTLET 4 "DRAINAGE OUTLET
FRONT E: EVAT ION
FRONT ELEVATION
COVER TOTAL BANK WITH PINNED
GRASS SOD
{
3'WIDTH OF PEC —MAT AND SOD i
COVER
ILI
12" #4 REBAR �
E —RAP UNITS
44 Vi REBAR DOWEL INIU UV11 REIn r, VD,i�.�
ANCHOR RETAINER 1/4" STEEL
PLATE
GENERAL NOTES
This drawing (s) and details are site specific and shall not be used for other sites, copied, printed or
reproduced in any form unless approved in written form by SANCO DESIBN INC. (SDI). All drawings or
construction changes and material equals must be approved by SDI.
All dimensions, E -Rap, Manta Ray Anchors, and Drainage locations as shown in drawing (s) is approximate and
should not be considered exact due to material variation and crew construction techniques.
Product & Material
I. E -Rap Bag Material Will Be A 3000 psi Blend.
2. Rebar Dowels Will Be #4 Rebar.
3. Filter Fabrics Will Be Mirafi 140N.
4. Crushed Stone Will Be 3/4" to I" Crushed Stone.
5. Anchors Will Be Manta Ray Anchors of Ductile Iron.
6. Steel Connecting Rods will be 5/8" Galy.
7 All Drainage Pipe Will Be PVC.
This plan is considered to be an "ENGINEERED" wall installation and as such requires total compliance with the
specifications and the drawings for this project. Any changes must be in writing, signed and sealed by the engineer to
validate the changes. Any changes made by others fall under the authority of the engineers board rule 131.152j and the
resulting modified wall repair becomes the responsibility of the person making the changes. There is no "SHARED"
responsibility for a changed wall, only total responsibility regardless of how small the changes are or were they are
made.
INSPECTION CALLS
Inspections Must Be Made At The Following Construction Points.
1. Following the initial earth bank and base excavation.
2. During the installation of the Helical Piers.
INSTALL ANCHORS
AT 75% HEIGHT 3. Inspection of reinforcement steel and pier connection plate prior to the installation of
OF EXPOSED WALL the concrete leveling pad.
4. During the initial installation of the earth anchors, and during all load testing.
5. Drying the initial installation of Wall Drain and Geo -Grid.
6. During the installation of the first and last section of the Geo -Grid for the construction
of the Reinforced Earth
7. Final grade and erosion cover.
NOTES: FAILURE TO ARRANGE INSPECTIONS WITH A REPRESENTATIVE OF
SANCO DESIGN, INC., WITH RESULTING PROOF OF SAME WILL
RELEASE SANCO DESIGN, INC. AND THE ENGINEER OF RECORD
FROM RESPONSIBILITY AND OR LEGAL LIABILITY.
N07 -FS�1
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EXIStJ06 OAW- ANQ SDD.
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CONTRACTOR QUALIFICATIONS
Contractor must have the following qualifications to be oreoared for the proper installation of the retaining wall
detailed on this plan.
2, Contractor must have a workable knowledge of Hydraulic Expulsion Rates and Experience
in Proper Surface Grading Procedures.
3.. Contractor must be epuiooed with adequate equipment and manpower to properly
implement all phases of the wall installation.
4.. Contractor must have a minimum of $1,000,000 dollars in General Liability Insurance and
provide medical coverage for the protection of their employees, either Workman Comp Or
an approved Accidental Iniury Policy.
NOTE: ALL FILL ZONES MUST BE INSTALLED IN 12" LIFTS AND BE COMPACTED TO A
MINIMUM OF 95% STANDARD PROCTOR
HELICAL ANCHORS MUST BE INSTALLED TO 2,500 FT LBS OF TOROUE
MANTA RAY ANCHORS LOAD TEST MINIMUM 10.000 LBS:
lop R
r
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i l0
ERIC ROYAL
511 WALES COURT
CoPPELL) TEXAS -75019
VVV f
-- --- . .. „. «.......: * t
E J. GUTIERREZ
.............. .... �� o _
$® 3610 W. P10"M PlutY, Ste. 218,
OMce 817 -�hW� TX 76019
o 2 7-1 810/2 'X867 654 -9733
d 2 � E4Ne l AtldMail EJ.ASSOCOMSN.COM
1 I T
j (
I
I I
i I
j I
__ ___
8 "X 8" ANCHOR RETAINER
R' nn CF.NTRR
44 Vi REBAR DOWEL INIU UV11 REIn r, VD,i�.�
ANCHOR RETAINER 1/4" STEEL
PLATE
GENERAL NOTES
This drawing (s) and details are site specific and shall not be used for other sites, copied, printed or
reproduced in any form unless approved in written form by SANCO DESIBN INC. (SDI). All drawings or
construction changes and material equals must be approved by SDI.
All dimensions, E -Rap, Manta Ray Anchors, and Drainage locations as shown in drawing (s) is approximate and
should not be considered exact due to material variation and crew construction techniques.
Product & Material
I. E -Rap Bag Material Will Be A 3000 psi Blend.
2. Rebar Dowels Will Be #4 Rebar.
3. Filter Fabrics Will Be Mirafi 140N.
4. Crushed Stone Will Be 3/4" to I" Crushed Stone.
5. Anchors Will Be Manta Ray Anchors of Ductile Iron.
6. Steel Connecting Rods will be 5/8" Galy.
7 All Drainage Pipe Will Be PVC.
This plan is considered to be an "ENGINEERED" wall installation and as such requires total compliance with the
specifications and the drawings for this project. Any changes must be in writing, signed and sealed by the engineer to
validate the changes. Any changes made by others fall under the authority of the engineers board rule 131.152j and the
resulting modified wall repair becomes the responsibility of the person making the changes. There is no "SHARED"
responsibility for a changed wall, only total responsibility regardless of how small the changes are or were they are
made.
INSPECTION CALLS
Inspections Must Be Made At The Following Construction Points.
1. Following the initial earth bank and base excavation.
2. During the installation of the Helical Piers.
INSTALL ANCHORS
AT 75% HEIGHT 3. Inspection of reinforcement steel and pier connection plate prior to the installation of
OF EXPOSED WALL the concrete leveling pad.
4. During the initial installation of the earth anchors, and during all load testing.
5. Drying the initial installation of Wall Drain and Geo -Grid.
6. During the installation of the first and last section of the Geo -Grid for the construction
of the Reinforced Earth
7. Final grade and erosion cover.
NOTES: FAILURE TO ARRANGE INSPECTIONS WITH A REPRESENTATIVE OF
SANCO DESIGN, INC., WITH RESULTING PROOF OF SAME WILL
RELEASE SANCO DESIGN, INC. AND THE ENGINEER OF RECORD
FROM RESPONSIBILITY AND OR LEGAL LIABILITY.
N07 -FS�1
�• PfEliFoRc a F7 00H QAPIL
To �� C00 vgRrP w:r rti r�
;c xT S-r3 tea (,
6ovgR,60 W2-r14 PFC- P'far
EXIStJ06 OAW- ANQ SDD.
. StJ I1Lr-- is 6 r1 L"I 7 RED a.3 Fl l_ IF-
RFJk)F0R(17D SuALr
ED& `ki 4R
TREC5
Al N�
cP -a1SN j}Fi i3 P> C -MAT NT41f ar> n ,r1 f+tc ^ rt t r,�r
VOLTCTI ty)A7
L
CONTRACTOR QUALIFICATIONS
Contractor must have the following qualifications to be oreoared for the proper installation of the retaining wall
detailed on this plan.
2, Contractor must have a workable knowledge of Hydraulic Expulsion Rates and Experience
in Proper Surface Grading Procedures.
3.. Contractor must be epuiooed with adequate equipment and manpower to properly
implement all phases of the wall installation.
4.. Contractor must have a minimum of $1,000,000 dollars in General Liability Insurance and
provide medical coverage for the protection of their employees, either Workman Comp Or
an approved Accidental Iniury Policy.
NOTE: ALL FILL ZONES MUST BE INSTALLED IN 12" LIFTS AND BE COMPACTED TO A
MINIMUM OF 95% STANDARD PROCTOR
HELICAL ANCHORS MUST BE INSTALLED TO 2,500 FT LBS OF TOROUE
MANTA RAY ANCHORS LOAD TEST MINIMUM 10.000 LBS:
lop R
r
�t� f
�•
i l0
ERIC ROYAL
511 WALES COURT
CoPPELL) TEXAS -75019
VVV f
-- --- . .. „. «.......: * t
E J. GUTIERREZ
.............. .... �� o _
$® 3610 W. P10"M PlutY, Ste. 218,
OMce 817 -�hW� TX 76019
o 2 7-1 810/2 'X867 654 -9733
d 2 � E4Ne l AtldMail EJ.ASSOCOMSN.COM