HomeMy WebLinkAboutEiland & Silver Oaks DrPROPOSED SEGMENTAL RETAINING WALLS
ALL WORK SHALL COMPLY WITH
L(
THE OAKS AT PASCO PREVAILING
CODES P ORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ZEPHYRHILLSFLORIDA ORDINANCES
,
16
13 C'
ff 12-0 --4
11 C
7 0." • V
6
%
No 61043
7— i . :
o &u
STA TE OF
ANCHOR WALL ENGINEERING, LLC
-- ei+ ...........
,Sly"�1�`\\�a
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MIN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
67
6ul
0 C
59 A 507 "t
21 2� 55
2 0
--i ""- "I 1, .+58
Qpi>- -
25
WALL 6,
28
0 29
30 jz
FF 31 32
3 'iii! 36
37
0 52
34 )? ;1
. . .... 39 41 49 C-
- — — ----- 0- 1,1 4@2 ";1 43 4� 47 48yy 44
WALL 4
j
m"m
--- -- ----- z --s-
7
Scale
NOT TO
SCALE
Proi. No: AF 19-132
Date: 9/19/19
KEY PLAN
(N.T.S)
0 1
1 1
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
SCALE ACCORDINGLY.
Reviewed By: DJA
Dram By: MAH
iu V -'x "gml t4
SHEET INDEX
PAGE DESCRIPTION
WlSj�z- TITLE PAGE/KEY PLAN
00
2-W3 GENERALNOTES
W4-W17 WALL ELEVATIONS
W1 8-W22 SECTIONS & DETAILS
ROPOSED SEGMENTAL RETAINING WALLS
THE OAKS AT PASCO
ZEPHYRHILLS. FLORIDA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
TAMPA, FL
TITLE PAGE/ Sheet of
KEY PLAN wi 22
MATERIAL NOTES
1. Concrete Retaining Wall Units: "Anchor Diamond Pro Retaining Wall Units" as manufactured by Oldcastle Coastal
under license from Anchor Wall Systems.
2. Geosynthetic Reinforcement: Miragrid 3XT, as shown on the Drawings.
3. Leveling Pad Base
a. Aggregate Base: Crushed stone or granular fill meeting the following gradation as determined in accordance with
ASTM D448:
Sieve Size Percent Passing
1 Inch 100
No. 4 35 to 70
No. 40 10 to 35
No. 200 3 to 10
b. Base Thickness: 6 inches (minimum compacted thickness).
4. Drainage Aggregate: Clean crushed stone or granular fill meeting the following gradation as determined in
accordance with ASTM D448.
Sieve Size Percent Passing
1 Inch 100
3/4 Inch 75 to 100
No. 4 0 to 60
No. 40 0 to 50
No. 200 0 to 5
5. Reinforced Fill: Soil free of organics and debris and consisting of either GP, GW, SP, SW, or SP-SM type, classified
in accordance with ASTM D2487 and the USCS classification system and meeting the following gradation:
Sieve Size Percent Passing
1 Inch 100
3/4 Inch 70 to 100
No. 4 30 to 100
No. 40 15 to 100
No. 100 0 to 65
No. 200 0 to 12
a. PI<6.
b. Unsuitable soils are organic soils and those soils classified as SM, SC, CL, CH, OH, MH, ML, OL, or PT.
6. Impervious Material: Clayey soil (permeability of less than 10-6 cm/sec) or other barrier which will prevent percolation
into the reinforced soil zone of the retaining wall.
7. Drainage Pipe: Perforated or slotted PVC or corrugated HDPE pipe manufactured in accordance with D3034 and/or
ASTM F405. The pipe may be covered with a geotextile filter fabric to function as a filter.
8. Construction Adhesive: Exterior grade adhesive as recommended by the retaining wall manufacturer.
9. Filter Fabric: Mirafi Type 140N or equal.
FOUNDATION SOIL NOTES
1. Excavate foundation soil as required for footing or base dimension shown on the Drawings, or as directed by the
Project geotechnical engineer.
2. The Owner shall retain the services of a geotechnical engineer to examine foundation soil to ensure that the actual
foundation soil strength meets or exceeds that -indicated on the Drawings. Unsuitable soils are defined as any soil
that does not have sufficient bearing capacity or will cause excessive wall settlement. Remove soil not meeting the
required strength. Oversize resulting space sufficiently from the front of the block to the back of the reinforcement,
and backfill with suitable compacted backfill soils.
3. The Owner shall retain the services of a geotechnical engineer to determine if the foundation soils will require special
treatment or correction to control total and differential settlement.
4. Fill over -excavated areas with suitable compacted backfill, as recommended by the Project geotechnical engineer.
C iHUYC',�i� 1
f
No 6104'�
.�..
=o
�11! STATE OF
!`
11110- 4-04
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
BASE COURSE NOTES
1. Place base materials to the depths and widths shown on the Drawings, upon undisturbed soils, or foundation soils prepared as di.
by the project geotechnical engineer.
a. Extend the leveling pad laterally at least 6 inches in front and behind the lowermost concrete retaining wall unit.
b. Provide aggregate base compacted to 6 inches thick (minimum).
c. Wrap toe of wall, including leveling pad, with filter fabric.
2. Compact aggregate base material to provide a level, hard surface on which to place the first course of units.
3. Prepare base materials to ensure complete contact with retaining wall units. Gaps are not allowed.
ERECTION NOTES
1. Excavation support, if required, is the responsibility of the Contractor, including the stability of the excavation and its influence on
adjacent properties and structures.
2. General: Erect units in accordance with manufacturer's instructions and recommendations, and as specified herein.
3. Place first course of concrete wall units on the prepared base material. Check units for level and alignment. Maintain the same
elevation at the top of each unit within each section of the base course.
4. Ensure that foundation units are in full contact with the leveling pad.
5. Place concrete wall units side -by -side for full length of wall alignment. Alignment may be done by using a string line measured from the
back of the block. Gaps are not allowed between the foundation concrete wall units.
6. Place 12 inches (minimum) of drainage aggregate between, and directly behind the concrete wall units. Fill voids in retaining wall units
with drainage aggregate. Wrap drainage aggregate with filter fabric. Provide a drainage zone behind the wall units to within 9 inches of
the final grade. Cap the reinforced zone and drainage aggregate zone with 12 inches of impervious material.
7. Install drainage pipe at the lowest elevation possible, to maintain gravity flow of water to outside of the reinforced zone. Slope the main
collection drainage pipe, located just behind the concrete retaining wall units, 1 percent (minimum) to provide gravity flow to the
daylighted areas. Daylight the main collection drainage pipe to an appropriate location away from the wall system at each low point or
at 50 foot (maximum) intervals along the wall.
8. Remove excess fill from top of units and install next course. Ensure drainage aggregate and backfill are compacted before installation
of next course.
9. Check each course for level and alignment. Adjust units as necessary with reinforcement shims to maintain level, alignment, and
setback prior to proceeding with each additional course.
10. Install each succeeding course. Backfill as each course is completed. Pull the units forward until the locating surface of the unit
contacts the locating surface of the units in the preceding course. Interlock wall segments that meet at corners by overlapping
successive courses. Attach concrete retaining wall units at exterior corners with adhesive specified.
11. Install geosynthetic reinforcement in accordance with geosynthetic manufacturer's recommendations and the shop drawings.
a. Orient geosynthetic reinforcement with the highest strength axis perpendicular to the wall face.
b. Prior to geosynthetic reinforcement placement, place the backfill and compact to the elevation of the top of the wall units at the
elevation of the geosynthetic reinforcement.
c. Place geosynthetic reinforcement at the elevations and to the lengths shown on the Drawings.
d. Lay geosynthetic reinforcement horizontally on top of the concrete retaining wall units and the compacted backfill soils. Place the
geosynthetic reinforcement within one inch of the face of the concrete retaining wall units. Place the next course of concrete
retaining wall units on top of the geosynthetic reinforcement.
e. The geosynthetic reinforcement shall be in tension and free from wrinkles prior to placement of the backfill soils. Pull geosynthetic
reinforcement hand -taut and secure in place with staples, stakes, or by hand -tensioning until the geosynthetic reinforcement is
covered by 6 inches of loose fill.
f. The geosynthetic reinforcements shall be continuous throughout their embedment lengths. Splices in the geosynthetic
reinforcement strength direction are not allowed.
g. Do not operate tracked construction equipment directly on the geosynthetic reinforcement. At least 6 inches of compacted backfill
soil is required prior to operation of tracked vehicles over the geosynthetic reinforcement. Keep turning of tracked construction
equipment to a minimum.
h. Rubber -tired equipment may pass over the geosynthetic reinforcement at speeds of less than 5 miles per hour. Turning of
rubber -tired equipment is not allowed on geosynthetic reinforcement.
Scale: 0 1
NOT TO VERIFY THAT THE BAR ABOVE
SCALE IS 1". IF NOT, ADJUST THE
SCALE ACCORDINGLY.
Proj. No: I AF 19-132 Reviewed By: I DJA
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS AT PASCO
ZEPHYRHILLS. FLORIDA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
TAMP,
Sheet I of
NOTES I W2 22
SHEET 1
PHONE: (952) 933-8855
CERT. OF AUTHORIZATION: 27077 1 Date: 19/19/19 I Drawn By: I MAH
BACKFILL PLACEMENT NOTES
1. Place reinforced backfill, spread and compact in a manner that will minimize slack in the reinforcement.
2. Place fill within the reinforced zone and compact in lifts not exceeding 6 to 8 inches (loose thickness) where hand -operated
compaction equipment is used, and not exceeding 12 inches (loose thickness) where heavy, self propelled compaction
equipment is used.
a. Only lightweight hand -operated compaction equipment is allowed within 4 feet of the back of the retaining wall units. If
unable to achieve minimum compaction requirements replace the reinforced soil in this zone with drainage aggregate
material.
3. Minimum Compaction Requirements for Fill Placed in the Reinforced Zone:
a. Compact to 98 percent of the soil's standard Proctor maximum dry density (ASTM D698) for the entire wall height.
b. Compaction requirements for fill placed behind the reinforced soil zone shall be specified by the Project Geotechnical
Engineer but at no time should be less than 95% of the standard Proctor density (ASTM D698).
c. Increase compaction requirements for retaining walls with slope heights at the back of the reinforced soil zone greater
than 5 feet above the top of wall. Verify compaction requirements with the Project geotechnical engineer.
d. Utility Trench Backfill: Compact utility trench backfill in or below the reinforced soil zone to 98 percent of the soil's
standard Proctor maximum dry density (ASTM D698), or as recommended by the Project geotechnical engineer.
e. Moisture Content: Within 2 percentage points of the optimum moisture content for all wall heights.
f. These notes may be changed based on recommendations by the Project geotechnical engineer.
4. At the end of each day's operation, slope the last level of compacted backfill away from the interior (concealed) face of the
wall to direct surface water runoff away from the wall face.
a. The General Contractor is responsible for ensuring that the finished site drainage is directed away from the retaining
wall system.
b. In addition, the General Contractor is responsible for ensuring that surface water runoff from adjacent construction
areas is not allowed to enter the retaining wall area of the construction site.
CAP UNIT INSTALLATION NOTES
Apply adhesive to the top surface of the unit below and place the cap unit into desired position.
Cut cap units as necessary to obtain the proper fit.
Backfill and compact to top of cap unit.
WALL CONSTRUCTION TOLERANCE NOTES
1. Wall Construction Tolerances:
a. Vertical Alignment: Plus or minus 1-1/4 inches over any 10-foot distance, with a maximum differential of 3 inches over
the length of the wall.
b. Horizontal Location Control from Grading Plan:
b.1. Straight Lines: Plus or minus 1-1/4 inches over any 10-foot distance, with a maximum differential of 3 inches over
the length of the wall.
C. Immediate Post Construction Wall Batter: Within 2 degrees of the design batter of the concrete retaining wall units.
d. Maximum Differential Settlement: 1:100.
FIELD QUALITY CONTROL NOTES
1. Installer is responsible for quality control of installation of system components. Owner to employ a qualified independent
third party to verify the correct installation of system components in accordance with these specifications and the
Drawings.
2. The Owner, at their expense, will retain a qualified professional to perform quality assurance checks of the installer's work.
3. Correct work which does not meet these specifications or the requirements shown on the Drawings at the installer's
expense.
4. The Owner or Owner's Representative shall retain the services of a geotechnical engineer to perform compaction testing
of the reinforced backfill placed and compacted in the reinforced backfill zone.
a. Testing Frequency (or as directed by Project Geotechnical Engineer)
b. One test for every 2 feet (vertical) of fill placed and compacted, for every 50 lineal feet of retaining wall.
c. Vary compaction test locations to cover the entire area of the reinforced soil zone, including the area compacted by the
hand -operated compaction equipment.
`�\�1111111!!/177i n
1 No 6104 �_
J
=� * fW=
-* STATE OF
'i'tiA r
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855
SITE DRAINAGE NOTE
This design does not account for any hydrostatic forces on the retaining wall system. It is imperative the finished site grading diverts
water away from the block facing and the reinforced soil zone of the retaining wall system. All buildings located above retaining
walls must implement gutter systems with downspouts that direct water through solid PVC pipe to the site storm sewer system or to
a location below and away from the wall. Building sump pumps should also direct water away from the wall in the same manner.
Concentrated discharge of water above the retaining wall and the reinforced soil zone is not allowed.
UTILITY NOTES
1. Utility information has been provided to Anchor Wall Engineering for the preparation of these plans.
2. Utilities must be properly designed (by others) to withstand all forces from the segmental retaining wall units, reinforced soil mass,
and surcharge loads (if any).
3. Storm drains are prone to leaking. Therefore, if a joint in a storm drain is located within 100 feet behind the retaining wall the storm
water pipe must be water tight. Neoprene 0-rings must be installed at all storm pipe joints as a minimum.
4. Water lines, including irrigation systems, must be water tight within 100 feet behind the retaining wall. Leakage behind a retaining
wall will increase the horizontal pressure against the wall leading to wall failure. For this reason, subsurface waterlines and
irrigation systems should not be installed above the reinforced zones of the retaining wall, or within 5 feet of the reinforced zone.
GENERAL NOTES
1. The owner or owner's representative has not provided foundation or retained soil strength parameters for design of the segmental
retaining wall. In preparation of wall design, soil strength parameters for the foundation and retained soils were assumed by
Anchor Wall Engineering. It is the responsibility of the owner or owner's representative to verify the assumed soil strength
parameters are representative of the soils available for wall construction. If the soil strength parameters are found to be
inconsistent with those assumed by Anchor Wall Engineering, this design is no longer valid and it is the responsibility of the
owner or owner's representative to notify Anchor Wall Engineering so the retaining wall system can be redesigned. Failure to
notify Anchor Wall Engineering may result in failure of the retaining wall.
2. Assumed Design Soil Parameters:
a. Reinforced soil: phi = 30 degrees gamma = 115 pcf.
b. Retained soil: phi = 30 degrees gamma = 115 pcf.
C. Foundation soil: phi = 30 degrees gamma = 115 pcf.
3. Any excavation below the wall should have proper 1:1 lateral oversizing. Excavation oversizing should be measured from the
front of the gravel leveling pad and the back of the lowest reinforcement layer. Refer to detail 2 on sheet W19.
4. Wall stationing shown on sheets W4 through W17 is not related to any other stationing shown on the grading plans. Station 0+00
is on the left end of the wall as seen from the front of the wall.
5. This set of segmental retaining wall plans are based on the grading plans prepared by Cornelison Engineering & Design, Inc.,
dated June 28, 2019. If other plans are produced that contain different information than that referenced, this plan may need to be
revised and/or the walls may need to be redesigned.
6. This set of segmental retaining wall plans are based specifically on the walls being constructed with Anchor Diamond Pro block
and Mirafi Miragrid 3XT reinforcement products. Absolutely no substitutions allowed.
7. Locations of the segmental retaining walls in relation to property lines, utility easements, watershed easements, or any other type
of easements are the responsibility of the owner or the site civil engineer. Anchor Wall Engineering assumes no liability for the
locations of the segmental retaining walls, or if construction of the proposed segmental retaining walls encroaches any property
lines or easements.
8. It is imperative that the site surveying of the segmental retaining walls be done by the site civil engineer or surveyor and must be
based on computer generated site/grading plans and not profile plans done by Anchor Wall Engineering. Surveying of the
segmental retaining walls must take into account the design batter indicated on the enclosed plans and details. Failure to take
into account wall batter for segmental retaining wall surveying will produce incorrect locations of all top of walls and shall be
corrected at no cost to Anchor Wall Engineering or the segmental retaining wall contractor.
9. Wall geometry, locations, slopes and surcharge loads for the segmental retaining walls were measured from the site grading plan
referenced above, and partially reproduced on sheet W1. If conditions vary in the field from those shown on this plan, Anchor
Wall Engineering must be notified prior to construction of the segmental retaining walls to review the design and/or plans.
Modifications to the design and/or plans may be required after the review, and may take up to ten business days to complete.
10. These segmental retaining walls have been designed in general accordance with the 2017 Florida Building Code, 6th Edition.
11. If there are discrepancies between any information on these plans and information in the project specifications, the more
restrictive information takes precedence.
Scale: 0 1
NOT TO VERIFY THAT THE BAR ABOVE
SCALE IS 1". IF NOT, ADJUST THE
SCALE ACCORDINGLY.
Proj. No: AF 19-132 Reviewed By: I DJA
CERT. OF AUTHORIZATION: 27077 1 Date: 19/19/19 1 Drawn By: I MAH
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS AT PASCO
ZEPHYRHILLS. FLORIDA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
TAMPA, FL
ENERAL Sheet of
NOTES W3 22
>HEET 2
95-�
�-
�
�
_ _
____ _
_ _ _____
95
B4
S4
g34
�
�
�
�
93
____ Q2
B2
81
.
�-�-------
—�-----�------�----�����---�----------
--7--- ��� � —�-----�------T---�—
—
---
--------- ----����----�------1�
I ------ T------
�-----
�------
l-SO
SU
*��`----
T----~
—���
------
—
— — — —
-----
------ -----
------ ---�^—
----- ------
— — — — —
-----
— — —
�T—�—
— — — — ----^e ��----
R�y
�`�--��
���—
---- -----
-----
----- 89
8Q
— — — —
_____
— —
_____��_____��_____
— — — — — —
— — —
— — — — — — — — —
_____
—
— — —
_____ ______
_____
_____ ______
_____
_____ ______
_____
_____
LO
.+
.+
�
�
�
o
�
o
�
�
�
�
�
� �
�
� �
o o
�
o
o
0
�
m
w
m
m
m
m
m
m
m (D
m
m m
m
m
m
DIAMOND ppnO'ELEVATION VIEW
�
—
-- ------- —
— — — — — 98
GRADE sALLI
97
�
96
�00
RA
»5
�94
�
-------
------- —
�----------------�.�-Q3
Z------
-----
------
E1-L----
------
/
------7------T------F-------7------T------�--------�—�—T------F-----�--------92
------'
1 ------�-----7------�------�------------------
----
------�L----- -----T----------- ------
------ -----
------
-----
-7�EUrK�[[�+—��
------------
����; ��[�— -------
----�� �----
------91
-----
-----
-----
-----
----- -----
------L-----:------
-----
----- -----
----- -----
-----
1—
00
0
)�—
�
�
� �
�—
�
�
�
�
� �
�
o
+
+�
ANCHOR WALL ENGINEERING, | LC ommBAKER ROAD, SUITE em DESIGN ENGINEER: JowuHuvom
wnwwsrowmA, Mwom45-so96 FLORIDA REGISTRATION: mmm
DIAMOND PRO" ' ELEVATION VIEW
km4�
LEGEND
-
INDICATES APPROXIMATE LOCATION
NOTE:
- DETAIL NUMBER
- SHEET NUMBER -
OF OUTSIDE ANGLED CORNER
INDICATES APPROXIMATE LOCATION
OF INSIDE ANGLED CORNER
1) LOCATIONS OF CORNERS SHOWN ARE
APPROXIMATE AND SHOULD BE VERIFIED
IN THE FIELD PRIOR TO CONSTRUCTION
x
- INDICATES LOCATION
INDICATES REINFORCEMENT LENGTH
WX
OF SECTION CUT
OF THE SEGMENTAL RETAINING WALLS.
AND/OR ELEVATION CHANGE
Scale:
0
PROPOSED SEGMENTAL RETAINING WALLS
I
THE OAKS AT PASCO
1 if 51-011
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY.
OLDCASTLE COASTAL
TAMPA, FL
Proj. No:
AF 19-132
Reviewed By:
DJA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
Sheet
Of
WALL ELEVATIONS
99 ------
98�L------I------------L-----J----- E
97
96 r MIRAGRID T- - - MIRAGRIU
95-� -------t-------�-----�---
TOP OF WALL GRADE BEHIND WALL
--- —-----�— —--T------ ------------ -I- ------ F------1------ T99
--- -- �L s860---- —------------------------------- -------- --- r__L=96b0- 98
i-33— —
G�pXI-----L------------L------L----- I-------L97
Z_L_t�B_
- —*- —r - - MI 'AGF I3XT - m—o - —� 96
-----fin------I-------I--- �
94 EL=93.67
93TEL=93Ao I-------------T-----------------T------
92------L------------�------L -----�------I------
u) U coo m r- � 00 i
GRADE BEHIND WALL
99 -r
_ TOP OF WALL - -
- T 99
98
- Et=s°'°c - - - - -
- � 98
--�
97TMIRAGRI�3�T�--1-97
96
96
_
95 �-
- - EL=95.00 L--1-
- _L 95
94
��ALt7
0rF
- 94
93�-
In
FINISHE15A�EA 9A� 93
fV
t
o
co
+
LO
M
+
N
N
N
H
H
H
DIAMOND PRO® - ELEVATION VIEW
2
WALL 1 CONTINUE
W5
(SCALE: 1" = 5'-0")
```����� �Oy G NVi
� f No 61043 0 =
W
��i
►`'• STATE OF
�i���► ORtO W
01\
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
EL�94.33—------t --
T--T------I8ASE
k-T-7ri-
�94
OF WALL
SFiRADEIAT BASE
--ELF-G------------------------------
T
F-
-1 -
T93
----- o------------o
-----------o------L-----
o------�92
O O
N
N
�—
N N
+
N
+
(N
N
N
U)
U)
W
U)
fn
DIAMOND PRO® - ELEVATION VIEW
1 WALL 1 CONTINUED
W5 (SCALE: 1" = 5'-0")
LEGEND
-INDICATES
APPROXIMATE LOCATION
W20
OF OUTSIDE ANGLED CORNER
X - DETAIL NUMBER
WX - SHEET NUMBER _
INDICATES APPROXIMATE LOCATION
NOTE:
W20
OF INSIDE ANGLED CORNER
1) LOCATIONS OF CORNERS SHOWN ARE
Ax
APPROXIMATE AND SHOULD BE VERIFIED
- INDICATES LOCATION -
INDICATES REINFORCEMENT LENGTH
IN THE FIELD PRIOR TO CONSTRUCTION
WX OF SECTION CUT
OF THE SEGMENTAL RETAINING WALLS.
AND/OR ELEVATION CHANGE
Scale:
0 1
PROPOSED SEGMENTAL RETAINING WALLS
I I
THE OAKS AT PASCO
111 - 5'-0"
—
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY.
OLDCASTLE COASTAL
TAMPA FL
Proj. No:
AF 19-132
Reviewed By:
DJA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
Sheet
of
WALL ELEVATIONS
W5
22
Date:
9/19/19
Drawn By:
MAH
I
I
I
GRADE BEHIND WALL
r------r------�------r------r------�------
S0-�------r t------------ -1------
89
88
87
TOP OFWALL
r-----�------r------r-----�------�------r-----�------�
QO
89
88
87
861-------------1------- - - - - - - '- ---�------L------1------- ------- ------A------- �-8S
_____ _____--A _____�
______ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____
0 to
0 0 - � 04 � � Cn Ln LO CD (D I- �
DIAMOND PRO" ' ELEVATION VIEW
WALL 2 (MAXIMUM APPLIED BEARING PRESSURE = 700 P,'
GRADE BEHIND WALL
TOP OFWALL
[
�
-~
-
-
- -
-
-
- -
-
-
01
81
QU
SO
8Q
i IL
89
88
8J���-
==�==
_
= 88
87��------r------1------r------r-----�------T------�-----~1------�----�-��----�----_-T--
87
88I------�------�------T------�-------�------T------�-__�---����
��-�-��p��q
���� -----�-----_--_Z88
____
_____
_____
_____Ri
___
_____
____
______
___
_____�_____0_____�6
___
_
____�_____�____
_
��
��
m
�
CDo
N
��
�
m w
�
�
to��
+
+
+ +
+
+
+
�����o�� WALL ��|�U����I��� U h� ANCHOR '-' ' '- --- ENGINEERING, ___
5909BAKER ROAD, SUITE me DESIGN ENGINEER: JOmC.*uvox
M/wwsTowm\mwoo345-neoo FLORIDA REGISTRATION: o1wm
DIAMOND PROw'ELEVATION VIEW
1> LOCATIONS OFCORNERS SHOWN ARE
APPROXIMATE AND SHOULD BEVERIFIED
|NTHE FIELD PRIOR TOCONSTRUCTION
OF THE SEGMENTAL RETAINING WALLS.
Scale: 0
VERIFY THAT THE BAR ABOVE
SCALE ACCORDINGLY.
CERT. OF AUTHORIZATION: 27077 1 Date: 19/19/19 1 Drawn By: I MAH
LEGEND
«-�-��u-»���-INDICATES
APPROXIMATE LOCATION
' DETAIL NUMBER
OFOUTSIDE ANGLED CORNER
' SHEET NUMBER
INDICATES APPROXIMATE LOCATION
OF|NS|DEANGLEOCORNER
INDICATES LOCATION �� '
��
|ND|CATESRBNFORCEK8ENTLENQTH
OF
AND/OR ELEVATION CHANGE
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS ATP/\SCO
ZEPH`/RHILLS. FLORIDA
REVISION DATES (SEE SHEET wnFOR REVISION *mron,):
TAMPA, FL
Sheet
WALL ELEVATIONS I W6 7 22
FENCE/HANDRAIL (BY OTHERS) REQUIRED ONTOP OFWALL WHERE
EXPOSED WALL HEIGHT EXCEEDS 30" (SEE DETAIL 3 ON SHEET W19)
93 - 93
S2 92
01Q.91
—IMTMUQO-� - - - - - - - - 90
Y RA
89r------�------�------ — —����-�'^� r-~~~�~���~�---�-8g
� -�------f------
88
-----
-
-�
88
DT------ -----7------
------
-----
------
------ -----
------T--
-�---�------
--�-��T�-�
87
BH F______I_I--
---_-
-l---_--�r-__-_ ---_--j-lFIN
��c
_-�-__
8G
----- -----
-----
-----
-----
-----
----- -----
----- ----- -----
-----�------L-----
-----
LO �
�
�
r�
�-
00 �
0)
0) �
C1
C14
C14
+ +
+
+
+
+
+ +
+
+ �
n^
ry
w
w
04
,v
m m
m
U)
U)
U) w
U)
m m
m
m
m
U)
U)
OIAMDNDPROm-ELE\AJ|ONNEVV
FENCE/HANDRAIL (BY OTHERS) REQUIRED ONTOP OFWALL WHERE
_ _ TOP-
Z- - --r-------l------T------r-------7------T------r------�------/ -
Q4
F------ F-------�------ T------
Q3-F------�------ ------T---
------------------------ -
-
GRADEBEH|NDVVALL
---7------T------F------- 1------1
---_------����---_-----_--------
94
93
92
L_
_
lI-_
92
-L
01 -
-J
---- ------
� ------
L ---- ---
L -----
��
� ---
O��
�
- S1
90-�-
8S+-~�-~~-~IG ~�-~�~�--��-�~~-----�--'
f
�
----�--------~~~��~~����
�
---�---
�
---�----
90
88
-----
--'
-- '
--
���n�3 _- '
---- -- -�------T
' JL -----�-----�------�
89
�88
71�l
�---
�
87 ------ ----- ------
______
L L -����U
-______-__----______-______L_____�______l______L_BA��----
---T--�------
l ___�^__�-_____
------ ------
� _
---~^-
L
-�--
�_
----- ---- ------T------
�
-----�------�-87
L
88
�� 7c�N��
����B______l______L_____-
J______J-8G
_____ _____ _____
_____
_____
_____ _____ _____
_____
_____
to
U)
U) U)
U)
U) U) U)
U)
����Ao�� WALL ����|�����|�o� U h� ANCHOR '-' ' '- '-- ENGINEERING, ___
o90eBAKER ROAD, SUITE 550 DESIGN ENGINEER: JowC.xuvox
j A
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: o1o*n
DIAMOND PROP ' ELEVATION VIEW
1) LOCATIONS OFCORNERS SHOWN ARE
APPROXIMATE AND SHOULD 8EVERIFIED
|NTHE FIELD PRIOR TOCONSTRUCTION
OF THE SEGMENTAL RETAINING WALLS.
Scale:
VERIFY THAT THE BAR ABOVE
SCALE ACCORDINGLY.
CERT. OF AUTHORIZATION: 27077 1 Date: 19/19/19 1 Drawn By: I MAH
LEGEND o_�_���_n��� ' INDICATES APPROXIMATE LOCATION
OFOUTSIDE ANGLED CORNER
DETAIL NUMBER
' SHEET INDICATES APPROXIMATE LOCATION
OFINSIDE ANGLED CORNER
' INDICATES LOCATION INDICATES REINFORCEMENT LENGTH
WX OF ��
AND/OR ELEVATION CHANGE
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS ATPASC[]
ZEPH~fRH|LLS.FLOR|[]A
REVISION DATES (SEE SHEET vwFOR REVISION *mnORY):
Sheet Of
WALL ELEVATIONS I |
FENCE/HANDRAIL (BY OTHERS) REQUIRED ONTOP OF WALL WHERE
EXPOSED WALL HEIGHT EXCEEDS 30" (SEE DETAIL 3 ON SHEET W1 9)
'
'
'
- -
'
-
s����/���
98
35
-----T------�-----�------
95
Q4-LEt 50—
94
S3RAW
�
D3
Q�
Q1
�-
-1MIRAQ
91
90
------' ---'
----- '------
' QO
���
/
/
89
���lL_�7______l
------/ -
_�
---/
�-7 L
—���-��------
�
------/
-----�------
L
� J 8Q
88-L______L_____-J______l______L_____�______l�8�����l��.����I��U�����8D�8I����L__-J______
______L_____�______J-88
_____
_____�______�_____
_____
_____ _____ _____
_____ _____
_____ _____
_____
_____
_____
o
�LO
N
U)
U)
co
(D
�
=
�
ry
�
co
m
m
m Cn =
= vv =
co
co
Cn
U)
p/
w
U)
w
w w w
w w w
w
vn
m
m m
DIAMOND PRO" ' ELEVATION VIEW
A
FENCE/HANDRAIL (BY OTHERS) REQUIRED ONTOP OFWALL WHERE
EXPOSED WALL HEIGHT EXCEEDS 30"(SEE DETAIL 3ONSHEET NU9)
Z------r-----�------T------r-----�------T------r------l------T------r------l------T------r-----�---
98
F
Q7
0G-L
L
-ERQUE
---
L
--- -----
� ------
l --
�
_____�______LM
l
---- ------
I RAG R I D !X-E-
L -
95
_
��mIR
��
IRAGRIE) 3XT - 8.OQD��
�_MIRAGEJID 3A T�
94-- -------4------�-----
-
-��--���
---�-------1------4--
--�----�'-
| �������-
� -----f------�--
-��
03�����
92
�
�
�
91
�����L
_____
_
-�-�E_l
_____
______
_�____ _____ ______
��0�� L �
______
�
___.
L �
- -
______ ___ __
Q0�� �0�- -� ]�
-- - --- - -
------
___ ______
l
L__
--- - -----
�_
-�������E�7��[�--�------l------L-----�-----------------------
-----
_L
-� -----
�
---- -----
l L
------
�
------
�
----- ---
DS------^-------�------
l ------
�8�����'i�
��
--- ------ ---- ------~------
------------
------�------�------�---
_____ _____
_____
_____
_____
_____�______
_____
_____
_____
_____
.l-
00 00
m
0)
to
0 0
o
-
�
04 04
Cf)
Cn
^,
m v,
=
r"
�
U)
U) U)
U)
U) U)
U)
co
U) Cf)
(n
co
U) U)
�o�� WALL ����U�d���I��� U h� ANCHOR '-' ' '- --- ENGINEERING, _--
n90oBAKER ROAD, SUITE em DESIGN ENGINEER: JOwC. Huvoa
M/wwsrowmA,mwso345-oo96 FLORIDA REGISTRATION: o1o*o
DIAMOND ROO
r2 WALL 2 (CONTINUED)
(SCALE: 1" = 5'-0")
LEGEND
-
INDICATES APPROXIMATE LOCATION
OF OUTSIDE ANGLED CORNER
X - DETAIL NUMBER
- SHEET NUMBER -
INDICATES APPROXIMATE LOCATION
NOTE:
OF INSIDE ANGLED CORNER
1) LOCATIONS OF CORNERS SHOWN ARE
APPROXIMATE AND SHOULD BE VERIFIED
- INDICATES LOCATION
INDICATES REINFORCEMENT LENGTH
IN THE FIELD PRIOR TO CONSTRUCTION
OF SECTION CUT
Nv
OF THE SEGMENTAL RETAINING WALLS.
AND/OR ELEVATION CHANGE
Scale:
0 1
PROPOSED SEGMENTAL RETAINING WALLS
111 51-01'
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY.
OLDCASTLE COASTAL
TAMPA, FL
Proi. N.:
I AF 19-132
R.,,i..d By:
I DJA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
I Sheet
10,
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077 oum|@UgU9
Drawn By: |MAH
WALL ELEVATIONS | W8 | 22
FENCE/HANDRAIL (BY OTHERS) REQUIRED ONTOP OFWALL WHERE
- �P�B]��HBGHTE�BDS��(�EDE�L3ONSHEBVM� -
TOPOFVVALL GRADEBEH|NDVVALL
Q8� ' ' ' 08
97
B7
QG
___I__--
I---
I
-
---------�---
1 _ QG
g5J-----
�------��
/�-
---�------------�------�----
--_�-------1---
-
---�------�------�------4------�-
�- ---4------�---
95
---�--
94
--��~�'~~~~�--~-�---'—
-----�---'-----'
94
S3�------'
92
'
'
����' _____
'______
_�__
' _
' _____
______ _ ___ _____
' ' �� '
' ______
' ______
' ���� �
Q3
LQ2
'
�------�~-^==�---�----~-~�~-�-�^-----------��������+--��|�
_
_
_
_ ______
91
-----------------------------------------------------------------------------------------------------
NISHED GRADE ������------------------------------------------�
91
SO_____
_____ _____
_____
_____
_____ __--_
___--
__-_- ----- -----
_____l______L-----
�
LO
- - - -
- SU
U)
U) (0
�
.�
.�
00
00
m 0
C%j
u')
u')
"z
*)
U)
DIAMOND PROO'ELEVATION VIEW
rl-""NWALL-2 (CONTINUED)
FENCE/HANDRAIL (BY OTHERS) REQUIRED ONTOP OFWALL WHERE
EXPOSED WALL HEIGHT EXCEEDS 30" (SEE DETAIL 3 ON SHEET W19)
TOP OF WALL
QO
GRADE BEHIND WALL
98
97
97
S8 __�_
����
QG
95
- r
05
94
94
93 -�--� -�--
______ _____ _____ ______ ___�� _____
82 ----- ----- ----- ----- ----- -----
-�---
______ _____ _____ ______
----- ----- ----- -----
___--
----- ����-
_
����� _____
----- � -----
93
02
_____
______ _____
LO
LO LO u')
LO LO LO
LO
LO
LO
LO LO
LO
LO
LO
LO
�
��������� WALL ����U����U���� | �� ANCHOR '-' ' '- --- ENGINEERING, ---
5909BAKER ROAD, SUITE mm DESIGN ENGINEER: JOmC.*ovox
M/wwsTowmA,wmom*5-»o96 FLORIDA REGISTRATION: o1mm
DIAMOND PRO" - ELEVATION VIEW
(SCALE: 1 5'-0")
LEGEND
-INDICATES
APPROXIMATE LOCATION
- DETAIL NUMBER
OF OUTSIDE ANGLED CORNER
NOTE:
- SHEET NUMBER
INDICATES APPROXIMATE LOCATION
OF INSIDE ANGLED CORNER
1) LOCATIONS OF CORNERS SHOWN ARE
APPROXIMATE AND SHOULD BE VERIFIED
x
- INDICATES LOCATION
INDICATES REINFORCEMENT LENGTH
IN THE FIELD PRIOR TO CONSTRUCTION
WX
OF SECTION CUT
OF THE SEGMENTAL RETAINING WALLS.
AND/OR ELEVATION CHANGE
Scale:
0 1
PROPOSED SEGMENTAL RETAINING WALLS
1 5'-0"
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY.
OLDCASTLE COASTAL
TAMPA, FL
P-j- No:
AF 19-132
Reviewed BY:
DJA
REVISION DATES (SEE SHEET W1 FOR
REVISION HISTORY):
Sheet
Of
WALL ELEVATIONS
2
0
U
0
x
U
z
a
FENCE/HANDRAIL (BY OTHERS) REQUIRED ON TOP OF WALL WHERE
EXPOSED WALL HEIGHT EXCEEDS 30" (SEE DETAIL 3 ON SHEET W19) _ _ _ _ _ _ _ _ _ _ _ _ _ _ T_OP_O_F_WALL _ _GR_ADE BEHIN_D_WA_LL
98 T�A---1-------------T---------------------------------------T------1--------------A-------------- 98
97
—D
96 }
XL6.00 ft
{97
96
95�—R GBj� — _-0—t——------+-----------
------+--
—
—-----------+------
:Ea
—
-----
—
— — — — — —
—~ —
------
----- --- 95
— �~
94 — _ _
I-------r-----EL=9317-----t-----
EL=93.83
�—
EL=93.83 — 94
93-�------r------I-------r-----
r -----
I------T------
-------1------T------F------_Bksi
_OFW_A_LL______FINISWEED_G_RA_DEA_T�_A_SE----r93
1-92
O O
N
fV
CM
M
LO
t0
(o
(O f`
(o (o to
O
to
O
O
O
co
to
(o
(o
Co
(0 Co to
Q Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q Q Q
U) U) U)
U)
to
U)
(n
U)
W
W
(n
U)
U)
Cn U) U)
DIAMOND PRO® - ELEVATION VIEW
1 WALL 2 CONTINUED
W10 (SCALE: 1" = 5'-0")
TOP OF WALL
GRADE BEHIND WALL
r------r------1------
98
r------r-----1------T------I-------
------�
------------------
--
---r--------I------1
L s750---
----- — — — — —
— — — — —
— — — — —
— — — — —
— — — — — —
— — — ----- — — — — — —
— — —
— — — -----
------
--
--- — — — — — —Et=9-r.50,-
-F98
97
1-97
96 F�.�t�IBASxB1Q3�T�tL�
— --
---
.r
--
-- -
—
-- ----
--- --- —
�1�lBASzB1QT - 6 00 ft i
---
--- ---
----
-- --
—
T — —
_ -----
— — — MIRAG�I 3 -
i 96
95�
—BIB—
---- ---------------------_-1—--L-----
L-----—
955
T
.
94-1_---------- E=93ap-------L---
7----77------�------F------7----—T
----
7T
PEASOFWALL--4-—
--50
S-------�-94
FINH
93J-------—
1-------L--------I------I-------�-----�-------4
E-------1•-------
-------4------4-------�
--I--------------
—
-----LSE-----4-93
LO
o t0
0
U-)
o
- ------
LO
------a——�------�
O �
o
-----
00
-------=-------I.------�-------
LO
o V)
O
ti
+
00 00
+ +
+
O
+
O
+
O
+
—
+ +
fV
+
(V
+
M
+
m
+
+ +
to
+
Co
(o O
Co
Co
h
h
h
�
H H
H
H
H
H
I- F-
I-
H
H
F-F-
07 0)
Cn
U)
Cn
07
Cn 07
U)
07
U)
07
U) 07
Cn
` ��� C- .
No 6104
70 * jttl�
01} STATE OF�►
O R1OhG
I� m
t�vo\
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
DIAMOND PRO® - ELEVATION VIEW
2 WALL 2 CONTINUED
W10 (SCALE: 1" = 5'-0")
LEGEND
-
INDICATES APPROXIMATE LOCATION
X
W20
- DETAIL NUMBER
OF OUTSIDE ANGLED CORNER
NOTE:
WX
- SHEET NUMBER W20 -
INDICATES APPROXIMATE LOCATION
OF INSIDE ANGLED CORNER
1) LOCATIONS OF CORNERS SHOWN ARE
APPROXIMATE AND SHOULD BE VERIFIED
X
- INDICATES LOCATION -
INDICATES REINFORCEMENT LENGTH
IN THE FIELD PRIOR TO CONSTRUCTION
WX
OF SECTION CUT
OF THE SEGMENTAL RETAINING WALLS.
AND/OR ELEVATION CHANGE
Scale:
0
PROPOSED SEGMENTAL RETAINING WALLS
I I
THE OAKS AT PASCO
—
1 " - 5'-0"
VERIFY THAT THE BAR ABOVE
IS1". IF NOT, ADJUST THE
ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY.
OLDCASTLE COASTAL
TAMPA, FL
J. No:
AF 19-132
Reviewed By:
DJA
REVISION DATES (SEE SHEET W1 FOR
REVISION HISTORY):
Sheet
of
WALL ELEVATIONS
W1
22
Date:
9/19/19
Drawn By:
MAH
`�
---- ----
��
- - - - -
------
------
- - -
- - - --
QG
Q5
35
Q4�~-
Q4
�______
-__
93-______-Z�=-9L8-7-4____-
------f--
-4- -�
---�-~~�~�~������
-
03
93--------
+-�[----�------��
92
91
r------------
-----------�------------t-----l-------------------
------T--���
-----�------
------7
-------
Q1
------
8O------
-----
--
--- -
----- ----- -----
----
-
---------------
------
-----
- -~----~~-~~-~-------------------------------�-�-~�---------
-----
------
-----
-----
------
-� ---
-----'
--
DO
OQ_____
_____�______T______
_____
_
___--
_-----
-----
-----
_-----
-----
-----
_-----
-----
-
8Q
a
�
-
�
04
0
LO
(0
co
LO
�
o
C)
o
�
0
�
o 0
0
0
o
0
0
�
o
0
0
o
o
DIAMOND 9ROO'ELEVATION VIEW
WALL 3 (MAXIMUM APPLIED BEARING PRESSURE
94 - - - -
- - - - - - - F - - - - -
----__
__-___F_----
------]-S4
Q3
BB�
__l__- -__L_-___---____JB3
92 ----------
___ � _____�__
- -
--
__�_ --
__� ------
� 92
�-~- - ---�------A------4------�-------J---
-------
PL4@t-2o - - -
- -
------�-
QO4 ------��----=�20 =-----f------��----
�--------------------�
88
-�-
-1-T-
���
[------F------l------T---��--|--��-
OO- -
______
- - - -----
- - - - - - - - - - -----
ai
GRADE BEHIND WALL
92 82
Q1 ' ' 01
SO QO
89 89
88 - - 88
'�L_
0 �� 6AS87
DIAMOND PROO'ELEVATION VIEW
ANCHOR WALL ����U����|��� !h� '-'-''-'''------''--'---_____.---
5909BAKER ROAD, SUITE mm DESIGN ENGINEER: JOmu*oYux
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: mwm
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
S1
------r------r------------t---
--r----
80
------T------r------------T---�-
----N��-
� ��--��---�------ �-----�
-��---- | ----~--| ------
8Q------T------|
______L_____7_____-
�� _____-
-C-
_____ _��___ _____- __�__
- -O - - -ar
_____ 88
-
O
. o
0� Or
- w
�� 0� ��--�
(14 = Cn IT
IT
0
u')
�
� U)
U) U)
U) U) U) U)
U)
co
O|AK8DND PRO" ' ELEVATION VIEW
1) LOCATIONS OFCORNERS SHOWN ARE
APPROXIMATE AND SHOULD BEVERIFIED
|NTHE FIELD PRIOR TOCONSTRUCTION
OF THE SEGMENTAL RETAINING WALLS.
« �
VERIFY THAT THE BAR ABOVE
mr. IF NOT, ADJUST THE
SCALE ACCORDINGLY.
Reviewed By: I DJA
Drawn By: |MAM
LEGEND x_�_��u_o��� ' INDICATES APPROXIMATE LOCATION
OFOUTSIDE ANGLED CORNER
' DETAIL NUMBER
' SHEET NUMBER ' INDICATES APPROXIMATE LOCATION
OFINSIDE ANGLED CORNER
' INDICATES LOCATION OF ' INDICATES RBNFORCEK8ENTLENGTH
WX ��
AND/OR ELEVATION CHANGE
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS ATPASCO
ZEPHYRHILLS. FLORIDA
REVISION DATES (SEE SHEET wwFOR REVISION HISTORY):
TAMPA, FL
Sheet I of
WALL ELEVATIONS |W1 11 22
TOP OF WALL
GRADE BEHIND WALL
W
W
91
Q1
90
90
BQ ------
- -
- - - ------T------�--
89
-
88 -�LA7--------�------�------L-------
----�------------
-
88
- - - -
-
- - -
- - -
RA-EDE-A-ATT DA6
- OF-WAL-L-
-------------�---------------------
------
87--
_____�______�_____
_____
_____
87
0
o
�
C14 C14
C4) ce)
LO
LO
C�
C,
0
o
0
o o
o o
o
o
o
o
�
DIAMOND PRO" ' ELEVATION VIEW
WALL 4 (MAXIMUM APPLIED BEARING PRESSURE
TOP OFWALL
GRADE8EH|NDV�LL
QOSO
8S
8Q
88-L-LL.=a u. -
-L-----�------I----���-
�
�
�
�
�
�
�
�88
L
87-L_-�����
L � l L
_
______-L______L______1______L______L______J______�______
-_____-
______J-87
86----- -----
----- ----- ----- ----- ------�-----�------
-----
-----
-----
-----
-----
----- 86
) (� � o
�
0
�
�
�
o
�
o
LO
� �
� � �
�
DIAMOND PROO'ELEVATION VIEW
QRADEBEHIND V�LL
8O �
�
�
�
-T��C�
Q0
Is
r�
89
89
88--------I
- - -
- - -
I------�-------�------I------
I------
I ------I
- - - - -
------I------I---------------88
LLm2___L_____�______L______L_____�______I______L_____�______L______L__
_��______L______L____--�
����
87
L------�-----�------
------I------
------
------
-------
------�-B@EOF
--`�RN��B��
-�-�
E�F��E--�------�------�-
----
87
8O-----
-----
-----
-----
-----
-----
-----
-----
-----
-----
-----
-----�-----��-----
-----
DG
�
��
�
�
�
�
�
�
�
��
o
�� �-
�
+
+
+
+
+
+
+
+
+
+
w
~^ c^
04
N
w
������o�� WALL ����U����U�o� | �� ANCHOR '-' ' '- --- ENGINEERING, ---
59mBAKER ROAD, SUITE mm DESIGN ENGINEER: JOwu*ovox
M/wwsrowm\Mwnm45-oo96 FLORIDA REGISTRATION: o1mm
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
DIAMOND PROO'ELEVATION VIEW
1) LOCATIONS OF CORNERS SHOWN ARE Id's\
APPROXIMATE AND SHOULD BE VERIFIED At** X
IN THE FIELD PRIOR TO CONSTRUCTION
OF THE SEGMENTAL RETAINING WALLS.
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
SCALE ACCORDINGLY. OLDCASTLE COASTAL
Reviewed By: I DJA
Drawn By: I MAH
DETAIL NUMBER
SHEET NUMBER
INDICATES LOCATION
OFSECTION CUT
'
INDICATES APPROXIMATE LOCATION
OFOUTSIDE ANGLED CORNER
'
INDICATES APPROXIMATE LOCATION
OFINSIDE ANGLED CORNER
INDICATES REINFORCEMENT LENGTH
AND/OR ELEVATION CHANGE
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS ATPASCO
ZEPHYRHILLS.FhORIDA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
TAMPA, FL
Sheet of
WALL ELEVATIONS |W1 2 1 22
LAI
TOP OFWALL
91-r------r-----------r—
QO
8Q —T—
—GRADEBEH|NDVVALL
-- 91
QO
88--------I
— —
— — — - J-------
L------
L______�____—�J�O�___�______
87
-L------�------�------��------
86 -----
-----
-----
— — — — — —
N
04
04
C%j
m
w
m
m '
T�� —
S1-r-- --r--
SO
-----
89
— — — —
8D
------------�
--c-FI
---�-----�------�------L-----
------�-87
_____-�______4-�aEL�mA���____��
��—___�-_____-�______�______�_______�______-
— — — — — -----
----- ----- ----- -----
-----
-----
-----
-----
— — — — — 88
N C14 C4
+
+
+
+
+
+
DIAMOND PROO - ELEVATION VIEW
ri-'� WALL 4 (CONTINUED)
GRADEBEHIND WALL
Q1
89
89
88_���y����� _�_
__��__ ______
��
� _____
� _��__�
� ��____
L _____
� ����__
l ______
L _____
� __�___
l ______
L
�
LL�
—
------ ----- ------ ------
----- ------
_____
__ _�����88
_____o��~�-___~_���e���/����__
_____
______�______�_____�______4__----�-------�------�------�-------�------�-
------
-----
------
87
86
— — — — — -----
------�------
� �
-----
-----
-----
-----
-----
-----
-----
-----
-----
-----
-----
DO
ON!
04
co
�
to
(0
CD
I-
�
Cf)
Cl)
M ",
m
CO
(n
ce)
CO
w
co
c)
co
m
ce)
vv
U)
w w
w
w
w
U)
po
w
m
U)
m
m
m
U) �
DIAMOND pR«O'ELEVATION VIEW
TOP OFWALL
GRADE BEHIND WALL
91
91
90
90
89
89
88LL
l_
L_
_______
_____-
88
L-----
� ------�
------L
-----�
------1
------L -----� ------�
------L
-----
�87—
���E�y,B��'-87�______�______�_____�______�______�_____�______�______�_____�
J�
_
�__c___LE�
___________
86 — — — — —
-----
-----
-----
-----
-----
--I —
o to
_____
_____
_____ _—___
_____ _____
86
.-
00
00
�)
0)
C14
C14
co m
LO
�
ce)
cf)
co
ho
U)
U)
6o
U)
(n
U)
U) (n
U)
U)
U) U)
U)
U)
DIAMOND PROw' ELEVATION VIEW
No 6104
Au
STATE OF
A����o��� WALL ����|����U��� U h� - ANCHOR - --- ENGINEERING, _--
590BAKER ROAD, SUITE em DESIGN ENGINEER: Jowc. Huvow
wnwwsrowmA,mw5mw5-omm FLORIDA REGISTRATION: o1mm
1) LOCATIONS OF CORNERS SHOWN ARE
APPROXIMATE AND SHOULD BE VERIFIED At# X
IN THE FIELD PRIOR TO CONSTRUCTION WX
OF THE SEGMENTAL RETAINING WALLS. 'NV
VERIFY THAT THE BAR ABOVE
SCALE ACCORDINGLY.
___
' DETAIL NUMBER
' SHEET NUMBER
OFOUTSIDE ANGLED CORNER
INDICATES APPROXIMATE LOCATION
OFINSIDE ANGLED CORNER
' INDICATES LOCATION INDICATES REINFORCEMENT LENGTH
OFSECTION CUT '
AND/OR ELEVATION CHANGE
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS ATPASCO
ZEPHYRH|LLS.FLORIDA
REVISION DATES (SEE SHEET wnFOR REVISION *mTORv):
TAMPA, FL
Sheet I of
WALL ELEVATIONS | |
/���/ 22
TOP OFWALL
GRADE BEHIND WALL
91
QO
QU
Bg — —
--
8Q
88
— — — — — — L — — — —
— — I------- L------L------ I------- L------L---- — — I______-
L —_____L_—
—__— ___EL=�LZZ OO
------�BASE-OF
—
--
— — —
— — — - — — —
— — —
— — —
— — — - — — —
— — —
— — — —
— — -------L-------------
87
_____ _____
_____
_____
_____
_____
_____
_____
_____��_____��_____
_____ 8T
c�
co .�
.�
00
00
0)
0
0
C14 C14
�
't
�
't
V IT
V
V
't
V
�)
V
LO
")
um
^')
*, u�
U)
= ",
U) ",
(n
=
cn
U)
U)
(n
U)
co
w
w U)
DIAMOND PRDO'ELEVATION VIEW
GRADE BEHIND WALL TOP OFWALL
81
H1
90
QU
89
88
88������—__�_____�______�______�_____�______���_�__�_____�______�______L_____�__�_�
l �_
� ����8D
87 ------L-----�-------------�-------
-------------L------------
L------L------�—F��HBD
8BAfBA8E7�--
______
_____
_____
______
_____
_____
_____
_____
_____
_____
_____
_____ _____ _____
_____
DIAMOND PRO" ' ELEVATION VIEW
TOP OFWALL
GRADE BEHIND WALL
91
91
QO
90
8S
89
88—L______�____���� _
_�
I ____L ____
� ______
l ______
L _____
� ______
l ______
L _____
� ______
l ______
L
�
88
L —'L'
_____
______
—
87
80 ----- -----�------��-----
-----
-----
-----
_____
_____
_____
_____
_____
_____
_____
_____ 86
��
�LO
04
04
co
co
In
to
co
co
rl-
I' -
�l
to m m
(0 m
m
m
W
CD
m
co
co
m
co
CID
co
U) U) m
m m
U)
m
m
m
m
m
m
m
m
m
(n
ANCHOR WALL ����U�����|�{� |h� — — '—'''------''--'----'___,___
smmBAKER ROAD, SUITE mm DESIGN ENGINEER: Jowo.*uvom
m/wwsrowuA,mwsmms-5em FLORIDA REGISTRATION: o1cwo
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
DIAMOND PRDO'ELEVATION VIEW
r3 WALL 4 (CONTINUED)
1) LOCATIONS OFCORNERS SHOWN ARE
APPROXIMATE AND SHOULD BEVERIFIED
|NTHE FIELD PRIOR TOCONSTRUCTION
OFTHE SEGMENTAL RETAINING WALLS.
» �
VERIFY THAT THE BAR ABOVE
/sr. /pNOT, ADJUST THE
SCALE ACCORDINGLY.
Reviewed By: I DJA
Drawn By: |MAM
U ����������
u—�—���—n��� ' |ND|CATESAPPROX|MATEU]CAT|ON
OFOUTSIDE ANGLED CORNER
' DETAIL NUMBER
' SHEET NUMBER ' INDICATES APPROXIMATE LOCATION
OFINSIDE ANGLED CORNER
' INDICATES LOCATION INDICATES REINFORCEMENT LENGTH
OF �� -
AND/OR ELEVATION CHANGE
PROPOSED SEGMENTAL RETAINING WALLS
AT PASCO
TTF
EPHYRHILLS. FLORIDA
Z
REVISION DATES (SEE SHEET wnFOR REVISION xmronY):
WALL ELEVATIONS |Wl 4 | 22
m
TOP OFWALL
{�RADEBEH|NDVVALL
LEGEND
QO �
�
�
�
QO
89
80
DETAIL NUMBER
8B
88
SHEET NUMBER
87
FINISI BT
BASEj
86 -----
-----
------
-----
-----
------
-----�-------
0
------
�0
----- ----- 8G
ji��
INDICATES LOCATION OF SECTION CUT
1-
Go
00
0)
0)
0
0
-
�
N
04 Cn
co
m
to
m
m
DIAMOND pRe' ELEVATION NEVV
OF OUTSIDE ANGLED CORNER
ri-11\
WALL 4 (CONTINUED)
\4LI 5j
(SCALE: 1 5'-0")
-
INDICATES REINFORCEMENT LENGTH
AND/OR ELEVATION CHANGE
TOPOFVVALL
GRADEBEHIND VVALL
90
�
90
ue
89
88______I-____
I
--
______L
IL_____-
I_T___
_____-J88
L���� L- -� �� �~ _� �� �-
87 -- ----- ------ -�--�� ----- ------ ------ -----
-L------�-------�------�------�-------�------��------�------�------�------L------J���
-J 1 �- -J ��
------ ------ ----- ------ -��-
-� -�
----- --
—�--
87
[HE --j-
8G-----
-----�------------
-----
-----
-----
-----
-----
----- -____
____��� _____
__�-��'- �'�- -__ 88
o
0LO
-
C14
14,
0 U)
CD
co
�1
o
o
o
o
o
o
o
o
o
o
o o
o
o o o
DIAMOND PRO" ' ELEVATION VIEW
GRADETOP OF WALL
QO ' ' 0O
89
88
88-L
l_L
lL]�-88
����_ �-
87 -- ---
-L-�SE
�� �_ -J ][
----- ------ ----- ---�
�� �- -� �� �- -� ��
� ------ ----- ------ ------ ----- ------ ------
�- _� _�����
----- --
—�---
H� ����-L------1------�------�------�------�------L------1------�------�-----�------�-
87
86 ----- -----
----- -----
-----
--_--
------�-----�______
_____
_____
_____
_____
_____ _____ 86
.� ��
��
��
��
�
��
�, � o
�� w
�
w
�
�
o � �
0
o o
C)
o
o
+
+
DIAMOND PROO- ELEVATION NEVV
W� 1��(SCALE:1^=5'-0')
| 1> LOCATIONS OFCORNERS SHOVVNARE
�����o���A| A ��f�U�J����__U�o� � h� '-'-''-'' '------''---'-_______. ---
��am�nno�.umr am o��ws�a���w�*�o
wnwwsTowm�wwouw�omm FLomoAnsmornArmw:mwm
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
« �
v����n�B��o�
�c /pNOT, ADJUST THE
SCALE ACCORDINGLY.
Reviewed By: I DJA
on�oa�|MAH
.
APPROXIMATE AND SHOULD BEVERIFIED
|NTHE FIELD PRIOR TOCONSTRUCTION
OFTHE SEGMENTAL RETAINING WALLS.
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS ATPASCO
ZEPHYRHILLS.FhORIDA
REVISION DATES (SEE SHEET W1pOR REVISION HISTORY):
TAMPA, FL
Sheet I of
WALL ELEVATIONS | |
/V�1�/ 22
GRADE BEHIND WALL _ TOP OF WALL
90-Lsea--- — -- -- — -- -- -- -- -- — — — — — -- — — — et=as -90
r r---- -�---- *---- r-------- t---- r------- *-------- �- �----- -- 7
89
-----------------
88
1------I
—
-----
I ------
87------1------L-----J-------L------L-----J-------L------
— — —
— — —I-- —
— — — — -— — —
— — — - — — —
— — — — —
— — — — — —
— — — -1 - — — —
— — — — —
— — — — — —
— — — -I - — — — — — —
86--1 --------------a------�------L------
------�-----------
------�------
o
U)
LO
LO
o
coo
U)o
+
LO
+
o
00
in
o
0
w
rn
rn
H
H
H
H
H
H
H
H
H
H I
U)
U)
U
co
fn
(n
U)
to
to
U 1
DIAMOND PRO® - ELEVATION VIEW
1 WALL 5 CONTINUED
W16 (SCALE: 1" = 5'-0")
------1------ L — L
----�E-OFWAL-- — w
LO o LO
o
N N N
H � H
-----!------
1--88
— J — ——EL=87.17 - 87
HE& GRADE -AT -BASE—
— — -I
— — — — — o------186
N
+
N
N
W
to
TOP OF WALL GRADE BEHIND WALL
r------r------------r---- r-_---I-------r------r------1------T------r------I-------r------r----- t-------
90 r-Ft =*Q-m--- -----------+----- r------1-------- ------r-------i------+------ -----------+------ ----- i-- r-ne�r�1 90
m
89
88—------I
-----
i------
i------ I ------! — — — — — — — — — — — ------! — — — — — ------------! — — — — — ------ �-88
L EL=8717 .---L-----J------1----
EL=s1
L-----1------1------L-----J-------L------L1------1------L-----J �.,�
87
I — — —
— — — -------a---
------ -- 87
�fl�EE W�4L� —�— FiWaHEd-GRADEATBAk-------------a-------------- ------------_I-------G-------�------.
86-1-------—
------
-------
�------�------—I-------I--------------j-------�------j------�-86
LO
N
M
n
M
o
un to o cn o LO o (n o
U'j to (0 (o r- r- 00 00 0) O O
+
N
+
N
t
N
+
N
+ + + + t + + + + + t +
N N N N N N N N N N N co
Q
Q
Q
Q
Q Q Q Q Q Q Q Q Q Q Q Q
(n
U)
U)
C/)
F-
(n to (n U) U) U) to U) to fn fn U)
DIAMOND PRO® - ELEVATION VIEW
2 WALL 5 CONTINUED
416 (SCALE: 1" = 5'-0")
TOP OF WALL
GRADE BEHIND WALL
r------I------
90-
------T-------I-------r------T-------I------
------T-------I------�--
--
------I------
90
rtL=ssso---------
- -
- - - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - ------------
-- ---
--------fc=s9e--�
89
89
88—------I
— —
— — — ------
------
— —
— — — ------
------�
-----
------
- — —
— — —
------I-----'
88
Li8 L E7Z-17L
L—.L
-L
L
EL=87.17�JJ
87---------------
--------
----
--------------I-------
—.—.L --_.—.—L-----
-----
------I
----—L-----
--------I-------
—.
---_—
------�-------I-BASE
—. ------L_��_�—�—�
OFMALi —
—L------L_—
-i 87
1kISHEDRADE1AT-BASE---_
86--------------
- ------
-------I------�-------
--------------4------�------I-------4------
-------I------�86
O
O
LO
O
o
LO
o
N
LO
N
o
M
to
(M
o
(n
V
O LO
LO LO
o �n o
co (0
t
M
+
Cl)
t
Cl)
+
M
+
M
t
M
t
M
t
M
t
M
t
co
+ t
M M
t t t
M M M
Q
H
Q
H
Q
H
Q
H
Q
H
Q
f-
Q
F-
Q
H
Q
H
Q
H
Q Q
H H
Q Q Q
H I- H
U)
U)
U)
U)
to
(n
�
U)
U)
U)
U) U
U) U) U)
No 6104 oe=
J
* 'W=
A� , STATE C {
1111
Ai�
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
DIAMOND PRO® - ELEVATION VIEW
3 WALL 5 CONTINUED
W16 (SCALE: 1" = 5'-0")
LEGEND 1 -
INDICATES APPROXIMATE LOCATION
NOTE:
X
WX
W20
- DETAIL NUMBER
- SHEET NUMBER -
OF OUTSIDE ANGLED CORNER
INDICATES APPROXIMATE LOCATION
1) LOCATIONS OF CORNERS SHOWN ARE
W20
OF INSIDE ANGLED CORNER
APPROXIMATE AND SHOULD BE VERIFIED
IN THE FIELD PRIOR TO CONSTRUCTION
OF THE SEGMENTAL RETAINING WALLS.
X
WX
- INDICATES LOCATION
OF SECTION CUT -
INDICATES REINFORCEMENT LENGTH
AND/OR ELEVATION CHANGE
Scale:
0 1
PROPOSED SEGMENTAL RETAINING WALLS
I I
THE OAKS AT PASCO
-
1 if — 5'-O"
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY.
OLDCASTLE COASTAL
TAMPA, FL
Proj. No:
AF 19-132
Reviewed By:
D,JA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
Sheet
of
WALL ELEVATIONS
W16
22
Date:
9/19/19
Drawn By:
MAH
2
TOP OF WALL
GRADE BEHIND WALL
�—----T--- 1�89
eL=assol--------------
88
— — — — — — — — — — — — — — — — — — —
87
---{------------- -------86
---4------- A ---------------+------�
84 EL_83.9� —�~
—r-----,-------r------T-
— — — I— —it
—,------T------r------7------T----- — — —
I
---------------------------------------------------------------SASE-6F�
tL
--- IPHSHE
83
o 6 O LO o
O O r r N
Ln
N
o
LM
6
M
o
Ln O
LO
LO
LO
O O O O O
O
O
O
O
O O
O
Q Q Q Q Q
H H H- H H
Q
♦—
Q
N
Q
H
Q
H
Q Q
H H
Q
H
U) (n U) (D fn
fn
U)
to
C/)
C/) U)
U)
89-r------r------
1=L=8830----- --------
------
-----
T------
— — — — — —
88
87� MIRA1Z3f�------_—------
I
a
86-------------I-------I-------
-- ---—_-----
— — —
— — — — — — — — —
85 utt
—
—
EL=83.97 —
84T------ r---
1
,------ T------
83-f------�-------�-------�------
LO o
r` 00
Ln
00
o
rn
O O
O
O
GRADE BEHIND WALL
r—----rIDPOF-ANA4------�
-------r88
87 _ _ _ 1-- 87
86��R---- �„ --- —� 86
I
85 _r
85
84�------I--EL=83.97----1 —�84
83 INISHED dRAflE — �- EOFWALt � 83
o-7AT-BASE—Ln-----a-----LLO
LO LO co cfl
r r r r
U) U) U) U)
DIAMOND PRO® - ELEVATION VIEW
3 WALL 6 CONTINUED
W17 (SCALE: 1" = 5'4") i
C. uyti77 ,
* No 6104 `*
�X*. * Wox
STATE OF
�XORVO I"
II11
DIAMOND PRO® - ELEVATION VIEW
WALL 6 (MAXIMUM APPLIED BEARING PRESSURE = 600
(SCALE: 1" = 5'-0")
_ 85
—� EL=83— 9- 7 84
}-GRADE AT-BAS— — — — —
co (0 + +
O O O O
IQ— H IQ— H
U) fn U) U)
o
w
TOP OF WALL
GRADE BEHIND WALL
----- ��-------------------------------------------
—
--
--------89
Etss.3c—
----
88
—MQ
3RID
3 L
I — I
— I --�AQRID 3XL- 500 A. —
I
— — —
� 87
------I
------}-------F
----- �------+------�-----�-------}-------�—
T- 5.00 ft 1 86
-----
-----
------
----- ------
------
----- — — — — — —
— — — — — — — — — — —
------
= 85
— —7—
—
- —
—
-----�-----T------7------
-
------------I------L-----
------�-------7---BASE
----------------
�------I------L-----
_
FV�L—�T—
------I------
-
EL=83.97 84
F+f�FISH rRABEflT E------
----- ------ �83
o
O
LO
O
o LO
r r
O
N
LO o
N M
LO
LM
o
d
LO o
LO
r
r
r r
r
r r
r
r
r r
a
a
d d
d
d d
d
a
d a
F-
fn
fn
U) U)
U)
U
U)
U
4
DIAMOND PRO®- ELEVATION VIEW
12
2
WALL 6 CONTINUED
W17
(SCALE: 1" = 5'-0")
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
LEGEND
-
INDICATES APPROXIMATE LOCATION
W20
OF OUTSIDE ANGLED CORNER
NOTE:
X - DETAIL NUMBER
WX - SHEET NUMBER -
INDICATES APPROXIMATE LOCATION
W20
OF INSIDE ANGLED CORNER
1) LOCATIONS OF CORNERS SHOWN ARE
APPROXIMATE AND SHOULD BE VERIFIED
X _ INDICATES LOCATION -
INDICATES REINFORCEMENT LENGTH
IN THE FIELD PRIOR TO CONSTRUCTION
WX OF SECTION CUT
OF THE SEGMENTAL RETAINING WALLS.
AND/OR ELEVATION CHANGE
Scale:
0 1
PROPOSED SEGMENTAL RETAINING WALLS
I I
THE OAKS AT PASCO
1" = 5'-0L'
VERI THAT THE BAR
S1". FT NOT, HEE
ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY.
OLDCASTLE COASTAL
TAMPA FL
Proj. No:
AF 19-132
Reviewed By:
pA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
Sheet
of
WALL ELEVATIONS
W17
22
Date:
9/19/19
Drawn By:
MAH
Z51-
OUTSIDE CURVE
SAW CUT AS
REQUIRED TO
CONSTRUCT
MITERED
CORNER
INSIDE CURVE
SPLIT FACE
AND END
WALL FACE
1. 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.
6. REFER TO DETAIL 3 ON SHEET W18 FOR ADDITIONAL INFORMATION.
DIAMOND PRO®
1 CAP BLOCK DESIGN DETAILS
W18 (NOT TO SCALE)
c Hu
No 6104
� * W;
;4STATE OF
rill
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
pt�"
8 1 /2" I I $ I $ 6" NIINIMU R BpCo
pu
G�NUTA PAD
LEVELING NATIVE SOIL 2'-0"
FRONT VIEW SIDE VIEW
DIAMOND PRO®
2 3-WAY BLOCK VIEWS
W18 (NOT TO SCALE)
8"
18"
Y
10"
CORNER UNIT
® 12.5"
8"
12"
d 17.25" a 10"
18" \ /
STRAIGHT UNIT CAP UNIT
DIAMOND PRO®
3 ISOMETRIC BLOCK VIEWS
W18 (NOT TO SCALE)
Scale:
AS SHOWN
Proj. No: AF 19-132
Date: 9/19/19
0 1
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
SCALE ACCORDINGLY.
Reviewed By: I DJA
Drawn By: I MAH
11" MIP
DIAMOND PRO®
4 TYPICAL BASE PREPARATION
W18 (NOT TO SCALE)
EXTEND GEOSYNTHETIC
REINFORCEMENT TO WITHIN 1"
OF THE LOWER BLOCK FACE
11" MIN.
DIAMOND PRO®
5 REINFORCEMENT CONNECTION DETAIL
W18 (NOT TO SCALE)
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS AT PASCO
ZEPHYRHILLS. FLORIDA
DLDCASTLE COASTAL
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
TAMPA, FL
Sheet of
TYPICAL DETAILS I W18 I 22
FFN[:F NC1TF�•
7°
FINISHED
GRADE
De
,HUYC� �� �
NO 6104
01 * 4f
�4►_ STATE OF
BASE LEVELING PADv" ,v� `
DIAMOND PRO®
1 TYPICAL STEP-UP DETAIL
W19 (NOT TO SCALE)
2'-0"
I FILTER FABRIC (TYP)
f� I
L REINFORCEMENT LENGTH 1
r-�- I
-12 INCHES OF FREE I
I DRAINING AGGREGATE I
1
LSEOSYNTHETIC REINFORCEMENT I
--------------- 1
r 6" MINIMUM COMPACTED I
I GRANULAR BASE I
L I
LEVELING PAD
• GEOGRID TO BE PLACED BELOW SECOND COURSE
FROM TOP.
• CUT "X" PATTERN IN GEOGRID AT VOIDS TO ALLOW
CONCRETE TO FILL THIRD COURSE.
• TOP 3 COURSES TO BE FILLED WITH 3000 PSI
CONCRETE.
• HANDRAIL CONTRACTOR TO DETERMINE THE
MINIMUM ANCHOR SIZE AND TYPE.
• CENTER OF POST SHALL BE NO LESS THAN 6" FROM
THE FACE OF THE TOP COURSE (NOT FROM THE
FACE OF THE CAP).
• CORE DRILLED POST EMBEDMENT SHALL BE NO
LESS THAN 1'-0" FROM TOP OF CAP.
• ALTERNATE ANCHORAGE TO HAVE EQUIVALENT
EMBEDMENT NO LESS THAN V-0" FROM TOP OF CAP.
•OPTIONAL: USE VISTA BLOCK FOR TOP COURSE IN
AREAS WHERE BACK OF BLOCK WILL BE EXPOSED.
Wos = WIDTH OF OVERSIZING 1
De DEPTH OF EXCAVATION 1
L = LENGTH OF GEOSYNTHETIC REINFORCEMENT
Wos=(2"DO+L+6"
Wos
DIAMOND PRO®
2 1:1 EXCAVATION OVERSIZING
W19 (NOT TO SCALE)
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
Scale:
AS SHOWN
Proj. No: AF 19-132
Date: 9/19/19
CUT GEOGRID IN "X" PATTERN
TO ALLOW CONCRETE TO FILL
LOWER VOIDS
I I
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
SCALE ACCORDINGLY.
Reviewed By: I DJA
Drawn By: I MAH
TOP 3 COURSES $ TYP.
FILLED W/ 3000
PSI CONCRETE +�J
ENSURE THAT CONCRETE
FILLS VOIDS IN AND BETWEEN
BLOCKS ON ALL COURSES
FENCE POST AND ANCHOR
HARDWARE BY OTHERS (CORE
DRILLING IS ACCEPTABLE)
— DRAINAGE
AGGREGATE
WRAPPED IN
FILTER FABRIC
GEOGRID LAYERS AS
REQUIRED PER
ENGINEER'S DESIGN
— DIAMOND PRO®
3� FENCE/HANDRAIL ON TOP OF WALL (WALL 2 ONLY)
i i i 1ST COURSE BELOW GRADE
FINISHED r--- J.___T--_J.--- T___J.--- T___l--- T--- 1___I
GRADE i i i i i 1 2ND COURSE BELOW GRADE
L-------- .-------- ------- 1-------- ------- J
SPACING VARIES
50' MAXIMUM
DIAMOND PRO®
4 DAYLIGHT DRAINTILE THROUGH WALL
W19 (NOT TO SCALE)
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS AT PASCO
ZEPHYRHILLS. FLORIDA
REVISION DATES (SEE SHEET Wt FOR REVISION HISTORY):
Sheet I of
TYPICAL DETAILS I W19 I 22
PLACE GEOGRID REINFORCEMENT SUCH
THAT ITS ALIGNMENT IS PERPENDICULAR TO
FACE OF WALL AND THAT 100% COVERAGE
OF REINFORCED FILL IS PROVIDED.
COURSE A
'ANEL 1
� riTm a'0
GEOGRID LAYOUT
NOTES:
1. ALTERNATE COURSES "A" & "B" AS
NEEDED TO FULL HEIGHT OF WALL.
2. MODIFY UNITS AS NEEDED TO
MAINTAIN RUNNING BOND.
3. ADHERE ALL PARTIAL UNITS WITH
CONSTRUCTION GRADE ADHESIVE.
4. ADJUST PLACEMENT IN FIELD TO
ACHIEVE DESIRED ANGLE
COURSE B
P`nl IRCG R
BLOCK LAYOUT
DIAMOND PRO®
1 OUTSIDE ANGLED CORNER DETAILS
W20 (NOT TO SCALE)
0 % 11111111//
No 6104 WC
70= * W
i
�•�4► STATE OF
�XOR►O''
'111►r111►►►��
GEOGRID PANEL 1
REINFORCEMENT
PANEL 2
FREE DRAINING AGGREGATE
TO SPAN 10 FT. ALONG THE
WALL FACE AND TO THE BACK
OF THE REINFORCED ZONE
TRIM OVERLAPPED PANELS AT
BACK OF BLOCK FACE TO REDUCE
OVERLAP. WHERE AREAS OF
OVERLAP OCCUR, PLACE AT LEAST
2 INCHES OF REINFORCED FILL
BETWEEN GRID LAYERS.
rr)l Il74zG A
COURSE A I�
COURSE B
GEOGRID LAYOUT
COMBINED COURSE A & B
LAYOUT
PLACE ADDITIONAL PANEL AT CORNER
TO PROVIDE 100% GEOGRID COVERAGE
OF REINFORCED FILL. THIS PANEL
SHOULD BE PLACED ONE COURSE
ABOVE MAIN REINFORCEMENT.
'❑
COURSE B
USE A MASONRY SAW TO ACHIEVE
DESIRED ANGLES. CUT UNITS TO
MAINTAIN RUNNING BOND.
DIAMOND PRO®
1 2 INSIDE ANGLED CORNER DETAILS
\\�01\ W20 (NOT TO SCALE)
Scale: 0 1 PROPOSED SEGMENTAL RETAINING WALLS
I I THE OAKS AT PASCO
THAT THE BARAS SHOWN V ERI1". FNOT,
SZEPHYRHILLS, FLORIDA
ANCHOR WALL ENGINEERING, LLC SCALE ACCORDINGLY. OLDCASTLE COASTAL
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK Proj. No: AF 19-132 Reviewed By: D,JA REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
TYPICAL DETAILS
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077 Date: 9/19/19 Drawn By: MAH
FL
Sheet I of
W20 1 22
FENCE OR RAILING
(DESIGNED BY OTHERS) W18 FILTER FABRIC FI TYPE ON
3 FEET SLEEVE AND NON -SHRINK
2 NOTE: IF FENCE IS REQUIRED BEHIND
MINIMUM GROUT AROUND POST
WALL 1, SEE DETAIL 1 ON SHEET W21.
SLOPE MAY VARY
\M RAGRID 3XT, 4.0 FT (TYP)
CAP BLOCK \ ��
\ /\ I 1
\\ I W5 FINISHED 12 INCHES OF FREE
DIAMOND \//\ DEPTH I GRADE j�// DRAINING AGGREGATE
PRO BLOCK __IE�—__—__ I� '\x
71
'wv/wv/ �wv/vvvvvv;
��/vim w �� �� /�/X\\ wig
o Jill
--- - -
6„ 4
[---- FILTER FABRIC (TYP)
L= _GEOSYNTHETIC REINFORCEMENT DIAMOND PRO®
r ► 2 WALL 1 STA 1 +85
W21 (NOT TO SCALE)
CAP BLOCK
DIAMOND
PRO BLOCK
SLEEVE AND NON -SHRINK GROUT
AROUND POST SLEEVE INSTALLED
DURING WALL CONSTRUCTION
O
DIAMOND PRO®
1 FENCE BEHIND WALL IF REQUIRED
W21 (NOT TO SCALE)
No 6104
J
J
4 STATE OF Z�
a ��i� ifXORVID" .'l
ad;
rltt
ANCHOR WALL ENGINEERING, LLC
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
Scale:
AS SHOWN
Proj. No: AF 19-132
Date: 9/19/19
0 1
VERIFY THAT THE BAR ABOVE
IS 1". IF NOT, ADJUST THE
SCALE ACCORDINGLY.
Reviewed By: I DJA
Drawn By: I MAH
FENCE/HANDRAIL (BY OTHERS)
REQUIRED ON TOP OF WALL WHERE
EXPOSED WALL HEIGHT EXCEEDS
30" (SEE DETAIL 3 ON SHEET W19)
2 \\\/\\\/\\\/\\\/\\\/\\\
W8 ��f���.
12 INCHES OF FREE
DRAINING AGGREGATE
FINISHED
GRADE \j� I MIRAGRID 3XT, 8.0 FT (TYP)
VA
411 6„ 4 W19
0
DIAMOND PRO®
3 WALL 2 STA 4+48
W21 (NOT TO SCALE)
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS AT PASCO
ZEPHYRHILLS, FLORIDA
REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY):
TYPICAL DETAILS I Sheet of
AND W21 22
�1
1 1
W18 MIRAFI TYPE 140N W18 MIRAFI TYPE 140N
2 FFILTER FABRIC (TYP) �2'� F FILTER FABRIC (TYP)
XX
2 FINISHED 7° 12 INCHES OF FREE
W11 GRADE \\ j DRAINING AGGREGATE
1 FINISHED GRADE T�� 12 INCHES OF FREE
4:1 MAX SLOPE /
DRAINING AGGREGATE
4 vAy --- �,Y I I I_� 4 Y
4 W1
W19 8 6„
6"
2'-0"
2'-0"
DIAMOND PRO® DIAMOND PRO®
3 WALL 5 STA 2+00
1 WALL 3 STA 1 +00
W2 (NOT TO SCALE) W2 (NOT TO SCALE)
NOTE: IF FENCE IS REQUIRED BEHIND
WALLS 3-6, SEE DETAIL 1 ON SHEET W21.
MIRAFI TYPE 140N
A1 1 FILTER FABRIC (TYP)
W18 MIRAFI TYPE 140N W18 SIDEWALK (BY OTHERS)
A FILTER FABRIC (TYP)
1 FINISHED GRADE 7° 12 INCHES OF FREE 2 7°
W13 4:1 MAX SLOPE \j' DRAINING AGGREGATE
FINISHED GRADE
4:1 MAX SLOPE
✓18 W19 \
6" 4
2'-0" W 18 6„ 4
DIAMOND PRO® 2,_0„ W1
%2WALL 4 C& STA 2+45
W� (NOT TO SCALE)
Sale:
NO 6104 �fY=_
_
�;U� *
'UUA
STATE OF ?�
AS SHOWN
ANCHOR WALL ENGINEERING, LLC
�i %I.• �'�r� `
Y7 \�
5909 BAKER ROAD, SUITE 550 DESIGN ENGINEER: JON C. HUYCK
MINNETONKA, MN 55345-5996 FLORIDA REGISTRATION: 61043
Pro. No:
AF 19-132
PHONE: (952) 933-8855 CERT. OF AUTHORIZATION: 27077
Date:
9119/19
MIRAGRID 3XT, 5.0 FT (TYP)
12 INCHES OF FREE
DRAINING AGGREGATE
DIAMOND PRO®
4 WALL 6 0 STA 0+95
W2 (NOT TO SCALE)
PROPOSED SEGMENTAL RETAINING WALLS
THE OAKS AT PASCO
VERIFY THAT THE BAR ABOVE
IS1". IF NOT, ADJUST THE ZEPHYRHILLS, FLORIDA
SCALE ACCORDINGLY. OLDCASTLE COASTAL TAMPA, FL
Reviewed By: DJA REVISION DATES (SEE SHEET W1 FOR REVISION HISTORY): Sheet of
Drawn By: MAH CROSS SECTIONS W22 22