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NOTE:1. ALL PARKING TO BE SHARED PARKING2. ALL PARKING STALLS TO BE 9'0"X18'0"3. ALL MECHANICAL EQUIPMENT MUST BE SCREENED OF VIEW FROMRIGHT-OF-WAYS AND RESIDENTIAL PROPERTIES IN ACCORDANCEWITH THE ZONING ORDINANCE No.480, AS AMENDED4. NO PROPOSED PARKING LOT LIGHTING. ALL LIGHTING TO BE WALLMOUNTED BUILDING LIGHTING5. ALL LIGHTING MUST COMPLY WITH THE LIGHTING ORDINANCENo.693, AS AMENDED6. ALL DEVELOPMENT MUST COMPLY WITH DRAINAGE ORDINANCENo.605 AND SEDIMENT CONTROL ORDINANCE No.946, ASAMENDED.SITE DATA SUMMARY CHARTDESCRIPTIONEXISTING ZONINGLAND USE DESIGNATIONGROSS/ NET ACREAGENUMBER OF PROPOSED LOTSAREA OF OPEN SPACEPERCENTAGE OF OPEN SPACEAREA OF IMPERVIOUS COVERAGEPERCENTAGE OF IMPERVIOUS COVERAGEBUILDING AREA (FOOT PRINT IN SQ FT):BUILDING 1BUILDING 2BUILDING 2 ADDITIONTOTAL:NUMBER OF STORIESMAXIMUM BUILDING HEIGHTGROSS FLOOR AREA:BUILDING 1BUILDING 2BUILDING 2 (ADDITION)TOTAL:REQUIRED PARKING (20% MED 80% OFF)PROVIDED PARKING:STANDARDHANDICAPTOTAL: (NET SF 16,834 = 69 REQUIRED)AREA OF OUTSIDE STORAGE (SF)PERCENTAGE OF OUTSIDE STORAGEANTICIPATED DEVELOPMENT SCHEDULECONSTRUCTION START DATECONSTRUCTION END DATE:C3OFFICE COMMERCIAL1.894 ACRES (82,513 SF)143,415 SF53%42,279 SF47%6,294 SF4,398 SF00 SF10,692 SF233'-7"6,294 SF8,778 SF00 SF15,072 SF7267057200 00%VARIANCE REQUEST:1. NONE...C3OFFICE COMMERCIAL1.894 ACRES (82,513 SF)138,116 SF46%44,397 SF54%6,294 SF4,398 SF2,414 SF13,106 SF233'-7"6,294 SF8,778 SF4,828 SF19,900 SF7267057200 00%12/01/202012/01/2021 EXISTINGPROPOSEDLANDSCAPE % OF AREA INOTHER COMMENTS:*NOTE ANY CREDITS USED IN CALCULATIONS:FRONT OR SIDEAREAPROVIDEDREQUIREDN/A 2414 x .5=1,207 N/A2127 ANNUAL COLORCANOPY ACCENTGROUND COVERTREESSHRUBSTREES( SQ. FT. )5218130703935 ( SQ. FT. )2427 SUMMARY CHART - INTERIOR LANDSCAPE OTHER COMMENTS:WIDTH / TYPE (PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING ZONING)SUMMARY CHART - BUFFERYARDSPROVIDEDEASTSOUTHN/AREQUIRED PROVIDED WEST BASE LINE LENGTH OF LOCATION /N/A LENGTHREQUIREDPROVIDEDN/A REQUIRED / BUFFERYARDHEIGHT AND MATERIAL FENCE / SCREENINGCANOPYTREESSHRUBS000TREESACCENTTOTALS000NORTHPROVIDEDREQUIRED N/A N/AREQUIRED N/A000000 00PROVIDEDN/AN/A 000000000000 CITY OF SOUTHLAKE(PROPOSED DEVELOPMENT BASED ON CURRENT AND SURROUNDING ZONING)(50%)01. ALL DISTURBED , PREVIOUSLY EXISTING QUANTITIES OF TREES, SHRUBS ANDGROUNDCOVER TO BE REPLACED.5
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SOUTHLAKE, TX 76092 TARRANT
751 EAST SOUTHLAKE BLVD.
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MATERIAL LEGENDMATERIALCOLORNOTES:AW - 1DOOR AWNINGNOTE: ALUMINUM WINDOWS TO BE CLEAR ANODIZED.NOTE: ALL GLAZING TO BE TEMPERED GLASS. SOLARBAN 70 VISTACOOL GREY.NOTE: ALL HOLLOW METAL FRAMES, DOORS AND OVERHEAD DOORS TO BE PAINTED TO MATCH CORRESPONDING METAL WALL COLOR EXTERIOR MATERIAL CALCULATIONS - BUILDING 2MATERIALSSIDE ELEVATION (SOUTH)AREA S.F.PERCENTAGE REAR ELEVATION (EAST)FRONT ELEVATION (WEST)AREA S.F.PERCENTAGEAREA S.F.PERCENTAGE SIDE ELEVATION (NORTH)AREA S.F.PERCENTAGETOTAL AREADOORS & WINDOWSELEV. SQ. FOOTAGESTONE / BRICKAWNING (EXCLUSIVE OF DOORS & WINDOWS)
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SECTION 02830TREES, SHRUBS, AND GROUNDCOVERS____________________________________________PART I GENERAL1.01DESCRIPTION OF WORKA.Scope1. Bed prep2. Metal edging3. Topsoil4. Planting5. Mulching6. GuaranteeB.Related Work Specified Elsewhere1. General Requirements – All locations2. Section 02740 – Irrigation Trenching3. Section 02750 – Irrigation4. Section 02800 - Lawns1.02QUALITY ASSURANCEA.Contractor QualificationsMinimum of three (3) years experience on projects of similar characteristics and size.B.Reference Standards:1. American Joint Committee Of Horticultural Nomenclature: Standardized Plant Names, Second Edition, 1942;2. American Association Of Nurserymen: American Standard For Nursery Stock, 1973C.Substitutions1. Substitutions accepted only upon written approval of Landscape Architect and Owner.2. Submit substitutions possessing same characteristics as indicatedon plans and specifications.D.Inspection and Testing1. The project Owner’s representative reserves the right to inspect andtag plants at the place of growth with the Contractor.2. Inspection at place of growth does not preclude the right of rejectiondue to improper digging or handling.3. Owner’s representative reserves the right to request soil samplesand analysis of soil and plant mix. Remove or correct unacceptablesoil. Cost of testing by Contractor.1.03SUBMITTALSA.Certificates1. Submit State and Federal certificates of inspection with invoice.(Only if required by Landscape Architect.)2. File certificates with Owner’s representative prior to material acceptance.1.04PRODUCT DELIVERY, STORAGE, & HANDLINGA.Preparation of Delivery1. Balled & Burlaped (B&B) Plantsa. Dig and prepare for shipment in manner that will not damageroots, branches, shape, and future development after replanting.b. Ball with firm, natural ball of soil, wrapped tightly with burlapcovering entire ball.c. Ball size and ratios: conform to American Association of Nurserymen standards unless otherwise shown on plant list.2. Pack plant material to protect against climatic & seasonal damage,as well as breakage injuries during transit.3. Securely cover plant tops with ventilated tarpaulin or canvas to minimize wind-whipping and drying in transit.4. Pack and ventilate to prevent sweating of plants during transit. Givespecial attention to insure prompt delivery and careful handling topoint of delivery at job site.B.Delivery1. Deliver fertilizer, fertilizer tablets, peat, mulch, soil additives, andamendment materials to site in original, unopened containers, bearing manufacturer’s guaranteed chemical analysis, name, tradename, trademark, and conformance to State law.2. Deliver plants with legible identification and size labels on exampleplants.3. Protect during delivery to prevent damage to root ball or desiccationof leaves.4. Notify Owner’s representative of delivery schedule in advance soplant material may be inspected upon arrival at job site.5. Deliver plants to job site only when areas are prepared.C.Storage1.Protect roots of plant material from drying or other possible injury with wetted mulch or other acceptable material.2.Protect from weather.3.Maintain and protect plant material not to be planted immediately upon delivery.D.Handling1. Do not drop plants.2.Do not damage ball, trunk, or crown.3. Lift and handle plants from bottom of container or ball.1.05JOB CON
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PART II PROD
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C
T
S
2.01MATERIAL
S
A.Plant Mater
i
a
l
s
1. Hard
y
u
n
d
e
r
c
l
i
m
a
t
i
c
c
o
n
d
i
t
i
o
n
s
s
i
m
i
l
a
r
t
o
l
o
c
a
l
i
t
y
o
f
p
r
o
j
e
c
t
.
2. True
t
o
b
o
t
a
n
i
c
a
l
a
n
d
c
o
m
m
o
n
n
a
m
e
v
a
r
i
e
t
y
.
3. Soun
d
,
h
e
a
l
t
h
y
,
v
i
g
o
r
o
u
s
,
w
e
l
l
b
r
a
n
c
h
e
d
,
a
n
d
d
e
n
s
e
l
y
f
o
l
i
a
t
e
d
w
h
e
n
in lea
f
;
w
i
t
h
h
e
a
l
t
h
y
w
e
l
l
-
d
e
v
e
l
o
p
e
d
r
o
o
t
s
y
s
t
e
m
.
4. Free
f
r
o
m
d
i
s
e
a
s
e
,
i
n
s
e
c
t
s
,
a
n
d
d
e
f
e
c
t
s
s
u
c
h
a
s
k
n
o
t
s
,
s
u
n
-
s
c
a
l
d
,
wind
b
u
r
n
,
i
n
j
u
r
i
e
s
,
d
i
s
f
i
g
u
r
e
m
e
n
t
,
o
r
a
b
r
a
s
i
o
n
s
.
5. Conf
o
r
m
t
o
m
e
a
s
u
r
e
m
e
n
t
s
a
f
t
e
r
p
r
u
n
i
n
g
w
i
t
h
b
r
a
n
c
h
e
s
i
n
n
o
r
m
a
l
positi
o
n
s
.
6. Conf
o
r
m
t
o
A
m
e
r
i
c
a
n
A
s
s
o
c
i
a
t
i
o
n
o
f
N
u
r
s
e
r
y
m
e
n
s
t
a
n
d
a
r
d
s
u
n
l
e
s
s
show
n
d
i
f
f
e
r
e
n
t
l
y
o
n
p
l
a
n
t
l
i
s
t
.
7. Tree
s
:
a.
S
i
n
g
l
e
,
s
t
r
a
i
g
h
t
t
r
u
n
k
s
,
u
n
l
e
s
s
i
n
d
i
c
a
t
e
d
o
t
h
e
r
w
i
s
e
b.
T
r
e
e
s
w
i
t
h
w
e
a
k
,
t
h
i
n
t
r
u
n
k
s
n
o
t
c
a
p
a
b
l
e
o
f
s
u
p
p
o
r
t
w
i
l
l
n
o
t
b
e
a
c
c
e
p
t
e
d
.
c.
A
l
l
m
u
l
t
i
-
s
t
e
m
t
r
e
e
s
a
r
e
t
o
h
a
v
e
a
m
i
n
i
m
u
m
o
f
t
h
r
e
e
s
t
e
m
s
,
s
i
m
i
l
a
r
i
n
s
i
z
e
a
n
d
s
h
a
p
e
,
w
i
t
h
a
s
p
r
e
a
d
o
f
a
p
p
r
o
x
i
m
a
t
e
l
y
2
/
3
o
f
t
h
e
h
e
i
g
h
t
.
A
l
l
y
a
u
p
o
n
s
t
o
b
e
f
e
m
a
l
e
.
C
r
a
p
e
m
y
r
t
l
e
c
o
l
o
r
s
e
l
e
c
t
i
o
n
b
y
L
a
n
d
s
c
a
p
e
A
r
c
h
i
t
e
c
t
.
8. Nurs
e
r
y
g
r
o
w
n
s
t
o
c
k
o
n
l
y
.
9. Subj
e
c
t
t
o
a
p
p
r
o
v
a
l
o
f
L
a
n
d
s
c
a
p
e
A
r
c
h
i
t
e
c
t
.
10. Seas
o
n
a
l
c
o
l
o
r
:
a.
A
n
n
u
a
l
s
i
n
4
”
p
o
t
s
o
r
a
s
s
p
e
c
i
f
i
e
d
b.
P
e
r
e
n
n
i
a
l
s
i
n
4
”
p
o
t
s
,
c
l
u
m
p
s
,
b
u
l
b
s
a
s
s
p
e
c
i
f
i
e
d
B.Topsoil1. Natur
a
l
,
f
e
r
t
i
l
e
,
f
r
i
a
b
l
e
s
o
i
l
s
h
a
v
i
n
g
a
t
e
x
t
u
r
a
l
c
l
a
s
s
i
f
i
c
a
t
i
o
n
o
f
l
o
a
m
o
r
sand
y
l
o
a
m
p
o
s
s
e
s
s
i
n
g
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
o
f
s
o
i
l
s
i
n
v
i
c
i
n
i
t
y
w
h
i
c
h
prod
u
c
e
h
e
a
v
y
g
r
o
w
t
h
o
f
c
r
o
p
s
,
g
r
a
s
s
,
o
r
o
t
h
e
r
v
e
g
e
t
a
t
i
o
n
.
2. Free
o
f
s
u
b
s
o
i
l
,
b
r
u
s
h
,
o
r
g
a
n
i
c
l
i
t
t
e
r
,
o
b
j
e
c
t
i
o
n
a
b
l
e
w
e
e
d
s
,
c
l
o
d
s
,
shale
,
s
t
o
n
e
s
¾
”
d
i
a
m
e
t
e
r
o
r
l
a
r
g
e
r
,
s
t
u
m
p
s
,
r
o
o
t
s
o
r
o
t
h
e
r
m
a
t
e
r
i
a
l
harm
f
u
l
t
o
g
r
a
d
i
n
g
,
p
l
a
n
t
i
n
g
,
p
l
a
n
t
g
r
o
w
t
h
,
o
r
m
a
i
n
t
e
n
a
n
c
e
oper
a
t
i
o
n
s
.
3. Pres
e
n
c
e
o
f
v
e
g
e
t
a
t
i
v
e
p
a
r
t
s
o
f
B
e
r
m
u
d
a
g
r
a
s
s
(
C
y
n
o
d
o
n
dacty
l
o
n
)
,
J
o
h
n
s
o
n
g
r
a
s
s
,
n
u
t
g
r
a
s
s
(
C
y
p
e
r
u
s
r
o
t
u
n
d
u
s
)
,
a
n
d
o
t
h
e
r
hard
t
o
e
r
a
d
i
c
a
t
e
w
e
e
d
s
o
r
g
r
a
s
s
w
i
l
l
b
e
c
a
u
s
e
f
o
r
r
e
j
e
c
t
i
o
n
o
f
tops
o
i
l
.
4. Test
t
o
p
s
o
i
l
(
c
o
s
t
b
y
C
o
n
t
r
a
c
t
o
r
)
:
a.
A
v
a
i
l
a
b
l
e
n
i
t
r
o
g
e
n
b.
A
v
a
i
l
a
b
l
e
p
h
o
s
p
h
o
r
u
s
c.
A
v
a
i
l
a
b
l
e
p
o
t
a
s
h
d.
I
r
o
n
e.
P
h
:
5
.
5
t
o
7
.
0
f.
D
e
c
o
m
p
o
s
e
d
o
r
g
a
n
i
c
m
a
t
t
e
r
:
6
-
1
0
%
C.Mulch1. Top
D
r
e
s
s
i
n
g
M
u
l
c
h
–
S
h
r
e
d
d
e
d
c
y
p
r
e
s
s
o
r
h
a
r
d
w
o
o
d
o
n
l
y
2. Soil
p
r
e
p
–
3
P
a
r
t
s
n
a
t
i
v
e
s
o
i
l
t
o
1
P
a
r
t
c
o
m
p
o
s
t
e
d
l
a
n
d
s
c
a
p
e
m
i
x
.
3. In pr
e
-
p
a
c
k
a
g
e
d
b
a
g
s
o
n
l
y
;
b
u
l
k
s
h
r
e
d
d
e
d
m
a
t
e
r
i
a
l
i
s
u
n
a
c
c
e
p
t
a
b
l
e
D.Peat Moss
C
o
m
m
e
r
c
i
a
l
l
y
a
v
a
i
l
a
b
l
e
b
a
l
e
d
p
e
a
t
m
o
s
s
o
r
a
p
p
r
o
v
e
d
equivalent.E.Staking Mat
e
r
i
a
l
1. Stak
e
s
f
o
r
t
r
e
e
s
u
p
p
o
r
t
:
a.
C
o
n
s
t
r
u
c
t
i
o
n
g
r
a
d
e
y
e
l
l
o
w
p
i
n
e
,
s
t
a
i
n
b
r
o
w
n
b.
S
i
z
e
a
s
n
o
t
e
d
o
n
p
l
a
n
s
2. Wire
s
:
a.
P
a
d
d
e
d
w
i
t
h
r
u
b
b
e
d
h
o
s
e
t
o
p
r
o
t
e
c
t
t
r
e
e
b.
G
a
l
v
a
n
i
z
e
d
c.
W
i
t
h
g
a
l
v
a
n
i
z
e
d
t
u
r
n
b
u
c
k
l
e
d.
E
v
e
n
l
y
t
i
g
h
t
e
n
t
u
r
n
b
u
c
k
l
e
s
w
i
t
h
p
l
a
n
t
i
n
v
e
r
t
i
c
a
l
p
o
s
i
t
i
o
n
.
F.Water1. Free
o
f
o
i
l
s
,
a
c
i
d
s
,
a
l
k
a
l
i
,
s
a
l
t
,
a
n
d
o
t
h
e
r
s
u
b
s
t
a
n
c
e
s
h
a
r
m
f
u
l
t
o
p
l
a
n
t
grow
t
h
2. Locat
i
o
n
:
F
u
r
n
i
s
h
t
e
m
p
o
r
a
r
y
h
o
s
e
s
a
n
d
c
o
n
n
e
c
t
i
o
n
s
o
n
s
i
t
e
.
G.Sand – Wa
s
h
e
d
b
u
i
l
d
e
r
s
s
a
n
d
H.Antidesican
t
–
"
W
i
l
t
-
p
r
o
o
f
"
o
r
e
q
u
a
l
.
I.Edging – 3/
1
6
"
X
4
"
g
r
e
e
n
,
n
e
w
a
n
d
u
n
u
s
e
d
;
w
i
t
h
s
t
a
k
e
s
.
2.02MIXESA.Planting Mi
x
t
u
r
e
1. Existi
n
g
t
o
p
s
o
i
l
–
5
0
%
2. Shre
d
d
e
d
p
i
n
e
b
a
r
k
–
5
0
%
3. Fertili
z
e
r
1
0
:
2
0
:
1
0
a
t
3
0
l
b
.
/
1
0
0
0
S
F
B.Planting Mi
x
f
o
r
A
n
n
u
a
l
s
/
P
e
r
e
n
n
i
a
l
s
1. Prep
a
r
e
a
b
o
v
e
m
i
x
2. Add
2
”
o
f
s
a
n
d
C.Azalea mix:
s
o
l
i
d
p
e
a
t
m
o
s
s
i
n
h
o
l
e
9
"
w
i
d
e
r
t
h
a
n
r
o
o
t
b
a
l
l
e
a
c
h
d
i
r
e
c
t
i
o
n
.
Plant in soli
d
p
e
a
t
m
o
s
s
a
n
d
p
r
o
v
i
d
e
m
o
u
n
d
a
t
b
a
s
e
o
f
p
l
a
n
t
t
o
a
l
l
o
w
f
o
r
drainage.D.Japanese
m
a
p
l
e
,
d
o
g
w
o
o
d
,
c
a
m
e
l
l
i
a
s
:
P
r
o
v
i
d
e
5
0
/
5
0
p
e
a
t
m
o
s
s
t
o
t
o
p
s
o
i
l
mix, raise f
o
r
d
r
a
i
n
a
g
e
.
P
A
R
T
I
I
I
-
E
X
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C
U
T
I
O
N
3
.
0
1
U
T
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L
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v
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t
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a
t
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g
c
o
n
s
t
r
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c
t
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o
n
;
r
e
p
a
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r
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n
y
d
a
m
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g
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c
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d
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w
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3
.
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2
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N
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P
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C
T
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N
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.
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n
s
p
e
c
t
p
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f
o
r
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d
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c
t
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f
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s
t
a
t
i
o
n
;
p
r
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e
p
r
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t
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.
B
.
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n
s
p
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t
s
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.
3
.
0
3
F
I
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D
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A
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U
R
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T
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A
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o
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.
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3
.
0
4
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.
R
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f
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d
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p
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5
.
N
O
T
E
:
I
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.
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o
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.
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s
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B
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d
1
.
R
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.
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a
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b
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d
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n
o
t
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f
y
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w
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e
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t
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.
C
.
E
x
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s
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o
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l
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3
.
0
5
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1
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2
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3
.
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4
.
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g
a
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n
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l
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f
t
s
.
5
.
P
r
e
p
a
r
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3
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d
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s
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o
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t
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t
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g
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6
.
T
h
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l
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w
a
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a
l
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a
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d
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l
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n
t
s
.
7
.
S
t
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a
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s
h
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.
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p
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s
.
9
.
A
p
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m
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a
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a
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b
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.
1
0
.
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l
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n
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1
1
.
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p
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3
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e
s
s
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g
.
B
.
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a
l
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d
P
l
a
n
t
s
1
.
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l
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.
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l
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a
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3
.
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4
.
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o
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b
a
l
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b
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t
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b
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c
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5
.
D
o
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t
p
l
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f
b
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r
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k
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d
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b
r
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k
e
n
b
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d
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g
p
l
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n
t
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p
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e
s
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m
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k
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6
.
B
a
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f
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w
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g
m
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n
6
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l
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f
t
s
.
C
.
C
o
n
t
a
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r
G
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l
a
n
t
s
1
.
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l
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p
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2
.
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a
n
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t
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l
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c
a
n
c
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a
n
d
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n
.
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o
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l
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.
3
.
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w
i
t
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t
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j
u
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b
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s
.
4
.
B
a
c
k
f
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p
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m
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l
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f
t
s
.
D
.
M
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l
c
h
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n
g
1
.
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o
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p
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n
t
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b
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3
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m
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l
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h
.
2
.
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t
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g
.
3
.
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a
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d
d
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m
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k
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s
s
.
4
.
H
o
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p
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t
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a
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t
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f
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n
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p
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l
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l
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n
t
s
.
D
.
P
r
u
n
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n
g
1
.
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r
u
n
e
m
i
n
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m
u
m
n
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e
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a
r
y
t
o
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m
o
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n
j
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d
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w
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s
a
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d
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c
h
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s
,
d
e
a
d
w
o
o
d
,
a
n
d
s
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c
k
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s
;
r
e
m
o
v
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a
p
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y
1
/
3
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.
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a
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s
.
3
.
P
a
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m
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r
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h
a
p
p
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4
.
D
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t
p
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n
s
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e
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t
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d
b
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n
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3
.
0
6
E
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A
.
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d
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n
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n
.
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s
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m
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e
.
B
.
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n
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.
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SECTION 02800FINISH GRADING, LAWN WORK, WILD FLOWERS_______________________________________________PART I - GENERAL1.01DESCRIPTIONA.Work includes turf establishment (sod, hydromulch, etc.) as described ondrawings.B.Make required analysis and material tests for topsoil, fertilizers, and othermaterials of similar character per current methods of the Association ofOfficial Agricultural Chemists, when required.C.Grass seed shall conform to tolerances for germination and purity perapplicable standards of U.S. Department of Agriculture.D.The turf contractor shall have a stand of grass established prior to substantial completion of the project. If this is not possible due to time ofyear or schedule, he shall maintain and protect the seeded areas until thegrass is established.PART II - PRODUCTS2.01 TOPSOIL MATERIALA. Topsoil material (stockpiled, as specified in Specifications) has been savedfor use in finish grading. After sifting out all plant growth, rubbish, and stones, use for areas designated to receive grass. If stockpiled topsoil is notsufficient quantity to complete work, furnish acceptable topsoil from anotherapproved source to provide four inches (4") of topsoil for grass areas unlessotherwise noted on drawings. Grass areas shall be defined as the gradedareas disturbed during construction not to be paved or built upon.B.Acceptable topsoil material shall be defined as natural, fertile, agriculturalsoil, capable of sustaining vigorous plant growth, uniform composition throughout admixture of subsoil, free of stones, lumps, plants, and theirroots, sticks, or other extraneous matter; do not deliver while in a frozen ormuddy condition.2.02 FERTILIZERA. Provide a commercial balanced fertilizer delivered to the job in bags labeledwith manufacturer's guaranteed analysis. Store in weatherproof storage,place in such a manner that its effectiveness will not be impaired.B. Fertilizer shall be a grade containing the percentages of plant food elementsby weight as specified elsewhere in these specifications.C.Availability of various elements shall be per Standards of the Associationof Official Agricultural Chemists.2.03 GRASS SEEDA.Grass seed shall be of the previous season's crop and the date of analysisshown on each bag shall be within nine (9) months of the time of delivery tothe project. When requested by the Owner or Representative, the seedingcontractor shall furnish a sample of seed from each bag for testing.B.The seed shall comply with all provisions of the U.S. Department ofAgriculture as to labeling, purity, and germination.2.04 MULCHINGA.Dry straw or hay of good quality, free of seeds of competing plants and atsuch rate of 1 1/2 - 2 tons per acre; or,B.Wood cellulose or cane fiber mulch at a rate of 1,000 pounds per acre whenthe slope is 3/4:1 and steeper; or,C.A combination of good quality dry straw or hay free of seeds of competingplants at a rate of 2 1/2 tons per acre and wood cellulose or cane fiber mulchat a rate of 500 pounds per acre. This combination shall be used when theslope is flatter than 3/4:1; or,D.Sericea lespedza seed bearing hay at a rate of 3 tons per acre. This mulchmay be applied green or air dried, but must contain mature seed.E.Manufactured mulch materials, such as soil retention blankets, erosioncontrol netting, or others that may be required on special areas of highwater concentration or unstable soils. When these materials are used, followthe manufacturer's recommendations for installation.2.05 HYDRO-MULCHINGWood cellulose fiber or cane fiber mulch will be applied with hydraulic seeding and fertilizing equipment. All slurry ingredients shall be mixed toform a homogeneous slurry and spray applied within one hour after themixture is made.When wood cellulose or cane fiber mulch is used at the 500 pound per acrerate, straw or hay mulch with asphalt emulsion is applied over this to complete the mulch.Wood cellulose or cane fiber mulch at the 1,000 pound per acre rate is usedalone where other mulch material will not stick.Wood cellulose or cane fiber mulch is self anchoring.PART III
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a
w
i
n
g
s
.
T
h
e
t
o
p
s
o
i
l
a
n
d
g
r
a
s
s
a
r
e
a
s
s
h
a
l
l
be f
u
r
t
h
e
r
d
e
f
i
n
e
d
a
s
a
n
y
a
r
e
a
d
i
s
t
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r
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e
d
d
u
r
i
n
g
t
h
e
g
r
a
d
i
n
g
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
proc
e
s
s
.
The
s
i
t
e
g
r
a
d
i
n
g
c
o
n
t
r
a
c
t
o
r
,
s
h
a
l
l
b
e
r
e
s
p
o
n
s
i
b
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e
t
o
s
p
r
e
a
d
t
h
e
t
o
p
s
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l
w
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t
h
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n
all p
e
r
i
m
e
t
e
r
g
r
a
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e
d
a
r
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a
s
a
n
d
f
u
t
u
r
e
b
u
i
l
d
i
n
g
a
r
e
a
s
o
n
l
y
.
The
s
i
t
e
g
r
a
d
i
n
g
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
b
e
r
e
s
p
o
n
s
i
b
l
e
f
o
r
b
a
c
k
f
i
l
l
i
n
g
o
f
a
l
l
c
u
r
b
e
d
islan
d
s
a
n
d
p
l
a
n
t
i
n
g
m
o
u
n
d
s
/
b
e
r
m
s
.
T
h
e
y
s
h
a
l
l
a
l
s
o
b
e
r
e
s
p
o
n
s
i
b
l
e
f
o
r
rem
o
v
a
l
o
f
a
l
l
s
t
o
n
e
s
,
r
o
o
t
s
,
a
n
d
r
a
k
i
n
g
o
f
a
l
l
t
o
p
s
o
i
l
a
r
e
a
s
h
a
t
a
r
e
t
o
b
e
see
d
e
d
a
n
d
/
o
r
p
l
a
n
t
e
d
.
I
t
w
i
l
l
a
l
s
o
b
e
t
h
e
s
i
t
e
g
r
a
d
i
n
g
c
o
n
t
r
a
c
t
o
r
'
s
resp
o
n
s
i
b
i
l
i
t
y
t
o
p
r
o
v
i
d
e
f
e
r
t
i
l
i
z
e
r
,
g
r
a
s
s
s
e
e
d
,
a
n
d
a
n
y
a
d
d
i
t
i
o
n
a
l
t
o
p
s
o
i
l
requ
i
r
e
d
a
n
d
m
u
l
c
h
i
n
g
.
3.02 GRA
S
S
S
E
E
D
I
N
G
A.Rem
o
v
e
s
t
o
n
e
s
,
r
o
o
t
s
,
r
u
b
b
i
s
h
a
n
d
o
t
h
e
r
d
e
l
e
t
e
r
i
o
u
s
m
a
t
e
r
i
a
l
s
f
r
o
m
tops
o
i
l
e
d
a
r
e
a
s
t
h
a
t
a
r
e
t
o
b
e
s
e
e
d
e
d
.
B.Imm
e
d
i
a
t
e
l
y
p
r
i
o
r
t
o
s
o
w
i
n
g
s
e
e
d
,
s
c
a
r
i
f
y
g
r
o
u
n
d
a
s
n
e
c
e
s
s
a
r
y
;
r
a
k
e
u
n
t
i
l
surf
a
c
e
i
s
s
m
o
o
t
h
a
n
d
f
r
i
a
b
l
e
.
S
o
w
s
e
e
d
e
v
e
n
l
y
,
l
i
g
h
t
l
y
w
o
o
d
r
a
k
e
i
n
t
o
grou
n
d
,
t
h
e
n
r
o
l
l
g
r
o
u
n
d
w
i
t
h
s
u
i
t
a
b
l
e
r
o
l
l
e
r
;
w
a
t
e
r
t
h
o
r
o
u
g
h
l
y
w
i
t
h
f
i
n
e
s
p
r
a
y
.
Duri
n
g
a
n
y
w
e
a
t
h
e
r
,
k
e
e
p
l
a
w
n
w
a
t
e
r
e
d
w
i
t
h
s
p
r
i
n
k
l
e
r
s
o
r
o
t
h
e
r
a
p
p
r
o
v
e
d
met
h
o
d
s
.
R
e
-
s
e
e
d
a
n
y
a
r
e
a
s
n
o
t
d
o
i
n
g
w
e
l
l
o
r
d
a
m
a
g
e
d
.
A
t
i
n
t
e
r
v
a
l
s
a
s
may
b
e
r
e
q
u
i
r
e
d
a
c
c
o
r
d
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n
g
t
o
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e
a
s
o
n
a
l
c
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n
d
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t
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o
n
s
,
m
o
w
a
n
d
w
a
t
e
r
g
r
a
s
s
a
n
d
exe
c
u
t
e
n
e
c
e
s
s
a
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y
w
e
e
d
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n
g
u
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t
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l
a
c
c
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b
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n
d
o
f
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s
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h
a
s
b
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n
obta
i
n
e
d
.
C.Prov
i
d
e
p
e
r
m
a
n
e
n
t
g
r
a
s
s
s
e
e
d
i
n
g
f
o
r
l
a
w
n
a
r
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a
s
s
o
i
n
d
i
c
a
t
e
d
.
S
e
e
d
i
n
acc
o
r
d
a
n
c
e
w
i
t
h
t
h
e
f
o
l
l
o
w
i
n
g
s
c
h
e
d
u
l
e
(
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
d
i
r
e
c
t
e
d
b
y
O
w
n
e
r
or O
w
n
e
r
'
s
R
e
p
r
e
s
e
n
t
a
t
i
v
e
:
:
1.
S
o
w
a
r
e
a
s
r
e
a
d
y
f
o
r
s
e
e
d
i
n
g
b
e
t
w
e
e
n
M
a
r
c
h
1
a
n
d
O
c
t
o
b
e
r
1
w
i
t
h
H
u
l
l
e
d
C
o
m
m
o
n
B
e
r
m
u
d
a
a
t
a
r
a
t
e
o
f
8
5
p
o
u
n
d
s
p
e
r
a
c
r
e
.
2.
S
o
w
a
r
e
a
s
r
e
a
d
y
f
o
r
s
e
e
d
i
n
g
b
e
t
w
e
e
n
O
c
t
o
b
e
r
1
a
n
d
M
a
r
c
h
1
w
i
t
h
U
n
h
u
l
l
e
d
C
o
m
m
o
n
B
e
r
m
u
d
a
a
t
a
r
a
t
e
o
f
9
0
p
o
u
n
d
s
p
e
r
a
c
r
e
,
a
n
d
A
n
n
u
a
l
R
y
e
G
r
a
s
s
a
t
t
h
e
r
a
t
e
o
f
5
0
p
o
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n
d
s
p
e
r
a
c
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.
3.
A
p
p
l
y
f
e
r
t
i
l
i
z
e
r
a
t
a
r
a
t
e
o
f
2
0
/
2
5
p
o
u
n
d
s
p
e
r
1
,
0
0
0
s
q
u
a
r
e
f
e
e
t
.
3.03 WILD
F
L
O
W
E
R
S
A.Are
a
s
i
n
d
i
c
a
t
e
d
o
n
p
l
a
n
s
t
o
r
e
c
e
i
v
e
w
i
l
d
f
l
o
w
e
r
c
o
v
e
r
a
g
e
s
h
a
l
l
b
r
f
i
n
e
g
r
a
d
e
d
,
fertil
i
z
e
d
,
a
n
d
p
r
e
p
a
r
e
d
i
n
a
m
a
n
n
e
r
s
i
m
i
l
a
r
t
o
t
r
a
d
i
t
i
o
n
a
l
t
u
r
f
e
s
t
a
b
l
i
s
h
m
e
n
t
.
B.Are
a
t
o
b
e
h
y
d
r
o
m
u
l
c
h
e
d
w
i
t
h
s
e
e
d
m
i
x
a
s
f
o
l
l
o
w
s
:
Tick
s
e
e
d
1
0
p
o
u
n
d
s
/
a
c
r
e
Cos
m
o
s
1
5
p
o
u
n
d
s
/
a
c
r
e
Ox-
E
y
e
d
D
a
i
s
y
5
p
o
u
n
d
s
/
a
c
r
e
Side
O
a
t
s
G
r
a
m
a
4
p
o
u
n
d
s
/
a
c
r
e
Sho
w
y
P
r
i
m
r
o
s
e
0
.
5
p
o
u
n
d
s
/
a
c
r
e
Plai
n
s
C
o
r
e
o
p
s
i
s
2
p
o
u
n
d
s
/
a
c
r
e
Blac
k
E
y
e
d
S
u
s
a
n
2
p
o
u
n
d
s
/
a
c
r
e
Indi
a
n
B
l
a
n
k
e
t
1
0
p
o
u
n
d
s
/
a
c
r
e
Tex
a
s
B
l
u
e
b
o
n
n
e
t
4
p
o
u
n
d
s
/
a
c
r
e
Littl
e
B
l
u
e
s
t
e
m
4
p
o
u
n
d
s
/
a
c
r
e
3.04 MUL
C
H
A.All a
r
e
a
s
t
o
b
e
s
e
e
d
e
d
s
h
a
l
l
b
e
m
u
l
c
h
e
d
.
B.Mulc
h
m
a
t
e
r
i
a
l
s
s
h
a
l
l
b
e
a
p
p
l
i
e
d
u
n
i
f
o
r
m
l
y
o
v
e
r
t
h
e
s
e
e
d
e
d
a
r
e
a
.
M
u
l
c
h
s
h
a
l
l
be s
t
r
a
w
a
n
d
s
h
a
l
l
b
e
a
t
t
h
e
r
a
t
e
o
f
1
1
/
2
-
2
t
o
n
s
p
e
r
a
c
r
e
C.Mulc
h
s
h
a
l
l
b
e
a
n
c
h
o
r
e
d
w
i
t
h
a
n
e
m
u
l
s
i
f
i
e
d
a
s
p
h
a
l
t
b
i
n
d
e
r
a
t
t
h
e
r
a
t
e
o
f
1
0
gall
o
n
s
p
e
r
1
,
0
0
0
s
q
u
a
r
e
f
e
e
t
.
3.05 PRO
T
E
C
T
I
O
N
Prov
i
d
e
,
a
t
n
o
a
d
d
i
t
i
o
n
a
l
c
o
s
t
t
o
O
w
n
e
r
,
f
e
n
c
i
n
g
,
r
a
i
l
i
n
g
,
w
i
r
e
o
r
o
t
h
e
r
t
y
p
e
s
of pr
o
t
e
c
t
i
o
n
f
o
r
t
o
p
s
o
i
l
e
d
a
n
d
s
e
e
d
e
d
a
r
e
a
s
a
g
a
i
n
s
t
t
r
e
s
p
a
s
s
i
n
g
a
n
d
dam
a
g
e
.
I
f
l
a
w
n
s
a
r
e
d
a
m
a
g
e
d
p
r
i
o
r
t
o
F
i
n
a
l
A
c
c
e
p
t
a
n
c
e
,
t
r
e
a
t
o
r
r
e
p
l
a
c
e
the
m
a
s
d
i
r
e
c
t
e
d
.
R
e
m
o
v
e
p
r
o
t
e
c
t
i
o
n
w
h
e
n
s
o
d
i
r
e
c
t
e
d
.
3.06 MAIN
T
E
N
A
N
C
E
Prov
i
d
e
m
a
i
n
t
e
n
a
n
c
e
f
r
o
m
s
t
a
r
t
o
f
w
o
r
k
u
n
t
i
l
F
i
n
a
l
A
c
c
e
p
t
a
n
c
e
.
M
a
i
n
t
e
n
a
n
c
e
inclu
d
e
s
w
a
t
e
r
i
n
g
o
f
l
a
w
n
s
,
w
e
e
d
i
n
g
,
m
o
w
i
n
g
,
e
d
g
i
n
g
,
r
e
p
a
i
r
s
o
f
w
a
s
h
-
o
u
t
s
and
g
u
l
l
i
e
s
,
r
e
p
a
i
r
s
t
o
p
r
o
t
e
c
t
i
o
n
,
a
n
d
o
t
h
e
r
n
e
c
e
s
s
a
r
y
w
o
r
k
o
f
m
a
i
n
t
e
n
a
n
c
e
.
Mai
n
t
a
i
n
s
l
o
p
e
s
a
g
a
i
n
s
t
e
r
o
s
i
o
n
.
3.07 REH
Y
D
R
O
M
U
L
C
H
I
N
G
The
O
w
n
e
r
'
s
r
e
p
r
e
s
e
n
t
a
t
i
v
e
w
i
l
l
d
e
s
i
g
n
a
t
e
a
r
e
a
s
t
o
b
e
r
e
p
l
a
n
t
e
d
.
A
r
e
a
s
o
n
whic
h
a
s
t
a
n
d
o
f
g
r
o
w
i
n
g
g
r
a
s
s
i
s
n
o
t
p
r
e
s
e
n
t
i
n
a
r
e
a
s
o
n
a
b
l
e
l
e
n
g
t
h
o
f
t
i
m
e
,
(Ber
m
u
d
a
g
r
a
s
s
s
e
e
d
s
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CASE NO: ZA20-0041
H
Y D S
DD
SS
H
Y D S
DD
S
S 87°38'18" W
104.85' TO 5/8" IRF
BLOCK 1
LOT 2R
CAB. A, SLD. 10956 P.R.T.C.T.
LOTS 2R & 4, BLOCK 1, PECAN CREEK
(VARIABLE WIDTH RIGHT-OF-WAY)
(F.M. HIGHWAY 1709)
HOLE
PHONE MAN
W/MAN HOLE
STORM DRAIN
PIPE
GAS
SIGN
METER
ELECTRIC
METER
ELECTRIC
METER
ELECTRIC
SIGN
HANDICAP
SIGN
HANDICAP
BOXES
MAIL
R
A
M
P
AREA
DUMPSTER
BUILDING
BRICK & STONE
SIGN
HANDICAP
SIGN
HANDICAP
SIGN
FLUME
CONC.
METER
ELECTRIC
LIGHT
YARD
POLE
FLAG
R
O
C
KS
WALL
HEAD
METAL PIPE
CORRUGATED
24"
WALL
HEAD
FLUME
CONC.
50' B.L. (PLAT)
D.R.T.C.T.
VOL. 13279, PG. 557,
TRACT 3,
C
R
E
E
K
0.8' (OUT)
DRAIN
FRENCH
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
O.P.R.T.C.T.
INST. NO. D213159371,
ZELDA OFFICES
LOT 1, BLOCK A,
O.P.R.T.C.T.
INST. NO. D215120478,
ZELDA OFFICES
LOT 2, BLOCK A,
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
BUILDING
STONE
BRICK &
1.722 OF AN ACRE
74,992 SQ. FT. OR
TRACT 1
SITE BENCHMARK
CURB ELEVATION = 101.15'
SQUARE CUT ON TOP OF
S
S
S
S
S
S
S
S
W
W
W
FF 102.68
9
8'99'9
9'1
0
0'
100'101'
1
0
2'
1
0
0
1
0
0
FF 102.68
C1.01
150 30
SCALE 1" = 30'
60
D
R
A
I N
A
G
E
A
R
E
A
M
A
P
690
(IN/HR)
COMMENTS
(CFS)
QI
9.24
9.24
100 100Tc
A
MARK
B 0.14
0.44
(AC)
AREA
0.90
C
(MIN.)
10
10 1.16
3.66
0.90
EXISTING SITE DRAINAGE DATA
99'
9.24
9.24
C
D 0.80
0.90 10
10 2.51
4.99
0.34
EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP
9.240.30 10 2.490.90OS1
TO EXIST. CURB CUT/FLUME
TO EXIST. FLUME
SHEET FLOW TO CREEK
TO EXIST. CURB CUT/GRASS SWALE
SHEET FLOW TO CREEK
0.60
1
2.28
FLOW
TOTAL 14.82
1) WEIGHTED RUNOFF COEFFICIENT = [0.74(0.30)+0.06(0.90)]/0.80 = 0.34
(IN/HR)
COMMENTS
(CFS)
QI
9.24
9.24
100 100Tc
A
MARK
B 0.14
0.44
(AC)
AREA
0.90
C
(MIN.)
10
10 1.16
3.66
0.90
PROPOSED SITE DRAINAGE DATA
9.24
9.24
C
D 0.82
0.90 10
10 2.80
4.82
0.37
9.240.30 10 2.490.90OS1
TO EXIST. CURB CUT/FLUME
TO EXIST. FLUME
SHEET FLOW TO CREEK
TO EXIST. CURB CUT/GRASS SWALE
SHEET FLOW TO CREEK
0.58
1
2.28
FLOW
TOTAL 14.93
1) WEIGHTED RUNOFF COEFFICIENT = [0.73(0.30)+0.09(0.90)]/0.82 = 0.37
PRE-DEVELOPED FLOWS
APPROXIMATELY EQUAL TO
= 0.30 FOR UNDEVELOPED
RUNOFF COEFFICIENT = 0.90 FOR OFFICE COMMERICAL ZONIING (IMPERVIOUS)
PROPERTIES AND MEETS THE PROVISIONS OF ORDINANCE NO. 605.
*DISCHARGE OF POST DEVELOPMENT RUNOFF HAS NO ADVERSE IMPACT ON DOWNSTREAM
IS BEING CONSTRUCTED IN THE SAME AREA AS EXISTING PAVING THAT IS TO BE REMOVED.
THEREFORE, DETENTION IS NOT REQUIRED FOR THIS SITE. THE NEW BUILDING ADDITION
PRE-DEVELOPED AND POST DEVELOPED DISCHARGE RATES ARE VIRTUALLY UNCHANGED,
DRAINAGE NOTES:
RATIONAL METHOD CIA = Q
RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM)
LEGEND
EXISTING ELEVATION CONTOUR
FLOW DIRECTION
DRAINAGE DIVIDE
PROPOSED ELEVATION CONTOUR
A2 DRAINAGE AREA
A
B
C
D
OS1
A
B
C
D
OS1
AND GRASS SWALE
EXISTING CURB CUT
AND GRASS SWALE
EXISTING CURB CUT
N 87°49'58" E 206.48' PLAT
N
1
8
°
2
3'
3
0
"
W
5
3
3.
6
9'
M
E
A
S
(
S
0
0
°
1
6
'
4
1
"
E
1
0
7
2
.
3
7
'
P
L
A
T
)
S
0
0
°
1
8
'
1
5
"
E
8
0
3
.
2
4
'
M
E
A
S
.
(
5
3
3.
7
2'
P
L
A
T
)
EASEMENT (PLAT)
14' COMMON ACCESS
EASEMENT (PLAT)
10' UTILITY EASEMENT
EASEMENT (PLAT)
10' DRAINAGE & UTILITY
EASEMENT (PLAT)
7.5' DRAINAGE & UTILITY
(AS SHOWN ON PLAT)
VOL. 12805, PG. 671, D.R.T.C.T.
10' UTILITY EASEMENT
EASEMENT (PLAT)
10'X15' UTILITY
O.P.R.T.C.T.
INST. NO. D212298329,
10' ELECTRIC EASEMENT
D.R.T.C.T.
557, & VOL. 13378, PG. 164,
EASEMENT, VOL. 13279, PG.
12' UTILITY AND ACCESS
O.P.R.T.C.T.
INST. NO. D212298329,
ELECTRIC EASEMENT
10' TRI-COUNTY
NEW 2 STORY
ADDITION
4,828 SF
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CASE NO: ZA20-0041
9
8'99'9
9'1
0
0'
100'101'
1
0
2'
N 87°49'58" E 206.48' PLAT
N
1
8
°
2
3'
3
0
"
W
5
3
3.
6
9'
M
E
A
S
(
S
0
0
°
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6
'
4
1
"
E
1
0
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2
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3
7
'
P
L
A
T
)
S
0
0
°
1
8
'
1
5
"
E
8
0
3
.
2
4
'
M
E
A
S
.
(
5
3
3.
7
2'
P
L
A
T
)
EASEMENT (PLAT)
14' COMMON ACCESS
EASEMENT (PLAT)
10' UTILITY EASEMENT
EASEMENT (PLAT)
10' DRAINAGE & UTILITY
EASEMENT (PLAT)
7.5' DRAINAGE & UTILITY
(AS SHOWN ON PLAT)
VOL. 12805, PG. 671, D.R.T.C.T.
10' UTILITY EASEMENT
EASEMENT (PLAT)
10'X15' UTILITY
O.P.R.T.C.T.
INST. NO. D212298329,
10' ELECTRIC EASEMENT
D.R.T.C.T.
557, & VOL. 13378, PG. 164,
EASEMENT, VOL. 13279, PG.
12' UTILITY AND ACCESS
O.P.R.T.C.T.
INST. NO. D212298329,
ELECTRIC EASEMENT
10' TRI-COUNTY
S 87°38'18" W
104.85' TO 5/8" IRF
BLOCK 1
LOT 2R
CAB. A, SLD. 10956 P.R.T.C.T.
LOTS 2R & 4, BLOCK 1, PECAN CREEK
(VARIABLE WIDTH RIGHT-OF-WAY)
(F.M. HIGHWAY 1709)
HOLE
PHONE MAN
W/MAN HOLE
STORM DRAIN
PIPE
GAS
SIGN
METER
ELECTRIC
METER
ELECTRIC
METER
ELECTRIC
SIGN
HANDICAP
SIGN
HANDICAP
BOXES
MAIL
R
A
M
P
AREA
DUMPSTER
BUILDING
BRICK & STONE
SIGN
HANDICAP
SIGN
HANDICAP
SIGN
FLUME
CONC.
METER
ELECTRIC
LIGHT
YARD
POLE
FLAG
R
O
C
KS
WALL
HEAD
HANDICAP
SIGN
METAL PIPE
CORRUGATED
24"
WALL
HEAD
FLUME
CONC.
50' B.L. (PLAT)
D.R.T.C.T.
VOL. 13279, PG. 557,
TRACT 3,
C
R
E
E
K
0.8' (OUT)
DRAIN
FRENCH
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
O.P.R.T.C.T.
INST. NO. D213159371,
ZELDA OFFICES
LOT 1, BLOCK A,
O.P.R.T.C.T.
INST. NO. D215120478,
ZELDA OFFICES
LOT 2, BLOCK A,
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
BUILDING
STONE
BRICK &
1.722 OF AN ACRE
74,992 SQ. FT. OR
TRACT 1
SITE BENCHMARK
CURB ELEVATION = 101.15'
SQUARE CUT ON TOP OF
S
S
S
S
S
S
S
S
W
W
W
FF 102.68
CAB. A, SLD. 10956 P.R.T.C.T.
LOTS 2R & 4, BLOCK 1, PECAN CREEK
METER
ELECTRIC
POLE
FLAG
O.P.R.T.C.T.
INST. NO. D215120478,
ZELDA OFFICES
LOT 2, BLOCK A,
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
BUILDING
STONE
BRICK &
SITE BENCHMARK
CURB ELEVATION = 101.15'
SQUARE CUT ON TOP OF
S
S
S
S
W
FF 102.68
9
8'99'9
9'1
0
0'
100'101'
1
0
2'
INCLUDED AND MADE A PART OF THESE DRAWINGS.
DESIGN STANDARDS AND DETAILS, WHICH ARE THE DETAILS
STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE
CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG
G
R
A
D
I N
G
P
L
A
N
C1.02
50 10
SCALE 1" = 10'
20
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
O.P.R.T.C.T.
INST. NO. D215120478,
ZELDA OFFICES
LOT 2, BLOCK A,
100'
100
! CONTRACTOR NOTICE !
ALL SIDEWALKS, AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE
PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES
(IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES.
!!! CRITICAL !!!
!!!IMPORTANT!!!
CONTOURS REPRESENT FINISHED GRADES. ALL
PAVING SHALL BE EXCAVATED TO SUBGRADE PER
TYPICAL PAVING SECTIONS (SEE DETAILS).
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE
AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR
IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE
THE COMMENCEMENT OF ANY CONSTRUCTION.
ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES
CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN
AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE
TO THE ENGINEER FOR RECONCILIATION.
GUIDELINES, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY, IN WRITING,
GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/ADA ACCESSIBILITY
FOR VERIFICATION OF ADA ACCESSIBILITY TO ALL DOORWAYS, ETC. IF ANY
BE CONSTRUCTED TO THE TOP OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE
UNDER PAVEMENT AND/OR BUILDING FINISHED FLOORS, FINISHED GRADES SHALL
ROUGH GRADING SHALL BE WITHIN 0.1 FT + OR - OF FINISHED GRADES SHOWN.
CONSTRUCTION NOTES:
AREAS DISTURBED BY CONSTRUCTION WILL BE
FULLY SODDED WITH NATIVE BERMUDA GRASS
OR HYDROMULCHED AS DIRECTED BY ENGINEER.
ALL CONCRETE INTERFACES AND CHANGES IN
CONCRETE THICKNESS WILL HAVE AN EXPANSION
JOINT FURNISHED AND INSTALLED IN ACCORDANCE
WITH THE DETAILS PROVIDED.
ALL SIDEWALKS SHALL CONFORM TO A.D.A. REQUIREMENTS.
ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE
SO AS NOT TO IMPEDE DRAINAGE.
ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED
WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED
EXPANSION JOINT MATERIAL AND SEALANT.
MATCH ALL WATER METERS, SANITARY SEWER
CLEANOUTS, ETC. WITH FINISHED GRADE
SITE GRADING LEGEND
FLOW DIRECTION
FL = FLOW LINE
BW = BOTTOM WALL
TW = TOP WALL
FG = FINISHED GRADE
GT = GUTTER
TC = TOP CURB
TG = TOP GRATE INLET
TI = TOP INLET
TP = TOP PAVEMENT
FF = FINISHED FLOOR
PROPOSED ELEVATION CONTOUR
EXISTING ELEVATION CONTOUR
TREE PROTECTION
STRUCTURES.
FLOW AWAY FROM THE BUILDING AND OTHER
LEDGE. FINAL GRADE SHALL ENSURE POSITIVE
LANDSCAPING BE PLACED ABOVE THE BRICK
UNDER NO CIRCUMSTANCES SHALL SOD OR
UNLESS NOTED OTHERWISE.
TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING,
FINISHED GRADES SHOWN HEREON REPRESENT
!! FINAL GRADING NOTE !!
GENERAL NOTES
IMMEDIATELY STABILIZED WITH HYDROMULCH AT MINIMUM OR GRASS SOD.
WITH CONSTRUCTION ACTIVITIES. ALL GRADED SLOPES NEXT TO CREEK SHALL
IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
9 . CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED
8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN.
7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING.
6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND LAYOUT.
MINIMUM OF 1% SLOPE AROUND BUILDING PAD.
5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A
BE BORNE BY THE CONTRACTOR.
GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL
STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY
AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95"
4. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT.
PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS, ROADEWAYS, ETC.
LIMITED TO, TRENCH BACKFILL, SIDE SLOPES, FENCES, IRRIGATION SYSTEMS, CULVERT
THE ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT
3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO
FLATTER UNLESS OTHERWISE NOTED.
STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H:1V OR
2. THE TOP FOUR (4") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND
THAT MAY CONFLICT WITH PROPOSED LAYOUT.
OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, CLEARING AND REMOVAL
N 1
8
°
2
3'
3
0
"
W
5
3
3.
6
9'
M
E
A
S
(
S
0
0
°
1
6
'
4
1
"
E
1
0
7
2
.
3
7
'
P
L
A
T
)
S
0
0
°
1
8
'
1
5
"
E
8
0
3
.
2
4
'
M
E
A
S
.
(
5
3
3.
7
2'
P
L
A
T
)
EASEMENT (PLAT)
14' COMMON ACCESS
EASEMENT (PLAT)
10' UTILITY EASEMENT
EASEMENT (PLAT)
10' DRAINAGE & UTILITY
D.R.T.C.T.
557, & VOL. 13378, PG. 164,
EASEMENT, VOL. 13279, PG.
12' UTILITY AND ACCESS
NEW 2 STORY
ADDITION
4,828 SF
J
O
B
D
A
T
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C
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C
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D
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W
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D
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S
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CASE NO: ZA20-0041
1
0
0
1
0
0
FF 102.68
+
+
+++
+
+++++
+
++++++
++
TP 102.68
TP 102.68
TP 102.60
TP 102.55 TP 102.60 TP 101.05
TP 101.10
TP 100.45
TP 100.40
TP 100.25
EXIST.
MATCH
TP 100.00
EXIST.
MATCH
TP 99.72
+
+
+
TP 99.35
EXIST.
MATCH
GT 100.00
TC 100.50
GT 100.55
TC 100.55
GT 100.60
TC 100.85
GT 101.00
TC 102.52
GT 100.75
TC 101.50
GT 100.75
TC 102.00
GT 100.85
TC 102.35
+
M
A
X
2
%
M
A
X
2
%
MAX
2%
MAX
2%
EXIST.
MATCH
TP 99.90
+
+
M
A
X
5
%
GT 101.00
TC 102.60
S
W
A
L
E
+
+
TP 99.80
TP 99.65
+GT 100.70
TC 101.94
TP 100.30
TP 100.55
+
TP 100.33
+TP 101.05
H
E
I
G
H
T
18'6
'
5
'
18'
6
8
.
6
'
12'
2
4
'
5'
1
1
'
8
.
5
'
3'R 3'R
9
'
CAB. A, SLD. 10956 P.R.T.C.T.
LOTS 2R & 4, BLOCK 1, PECAN CREEK
METER
ELECTRIC
POLE
FLAG
O.P.R.T.C.T.
INST. NO. D215120478,
ZELDA OFFICES
LOT 2, BLOCK A,
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
BUILDING
STONE
BRICK &
SITE BENCHMARK
CURB ELEVATION = 101.15'
SQUARE CUT ON TOP OF
S
S
S
S
W
FF 102.68
INCLUDED AND MADE A PART OF THESE DRAWINGS.
DESIGN STANDARDS AND DETAILS, WHICH ARE THE DETAILS
STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE
CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG
P
A
V
I
N
G
P
L
A
N
C1.03
GENERAL NOTES - PAVING IMPROVEMENTS
50 10
SCALE 1" = 10'
20
N.T.S.
TURNED-DOWN CURB/WALL
8"
SIDEWALK STEEL
PARKING PAVING
CURB STOP
#3 BARS @ 12" O.C.E.W.
IF REQ'D
GUARD RAIL
UNIFORM TRAFFIC CONTROL DEVICES.
CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL ON
10. ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.
SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS, AND CURB STOPS AS SHOWN.
8. CONTRACTOR SHALL PAINT & STRIPE ALL PARKING AS SHOWN. CONTRACTOR
7. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS.
REPORT. TRAFFIC LANES TO BE 6" THICK.
AT 18" CTRS. ON SUBGRADE COMPACTED AND STABILIZED PER GEOTECHNICAL
6. ALL PARKING LOT PAVING SHALL BE 5" THICK REINFORCED CONCRETE W/ # 3 BARS
5. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING.
SAW JOINTS SHALL EXTEND THROUGH THE CURB.
4. SIX (6") INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT.
INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF
3. SAW JOINTS SHALL BE CUT ON MAXIMUM FIFTEEN (15') FOOT CENTERS WITHIN 24
EDGES OF PAVEMENT (AS APPLICABLE)3
2. SUBGRADE SHALL EXTEND FOR A MINIMUM OF 1'-0" BEYOND LIMITS OF CURB LINES OR
OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR.
SEVEN DAY AND TWENTY-EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE
TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE IS POURED.
1. ALL CONCRETE SHALL BE 3,600 PSI AT 28 DAYS. TWO TEST CYLINDERS SHALL BE
PAVEMENT
AT EXISTING EDGE OF
PROVIDE DOWELED JOINT
THESE PLANS
RAMP PER DETAILS
CONSTRUCT 24'
STOPS AS REQ'D.
PROVIDE CURB
STOPS AS REQ'D.
PROVIDE CURB
THESE PLANS
RAMP PER DETAILS
CONSTRUCT 18'
LANDING LANDING
STOPS AS REQ'D.
PROVIDE CURB
RAMP
CONSTRUCT 6'
TOWARD NEW DOOR
WITH NEW 5% MAX SLOPE WALK
EXISTING WALK AND REPLACE
REMOVE AND DISPOSE OF
RESTRIPE FIRE LANE
ALONG FRONT
CURB/WALL
TURNED-DOWN
ENTIRE LENGTH
CURB/WALL
TURNED-DOWN
UTILITY RELOCATION NOTE:
IF ANY EXISTING UTILITY POLES, POWER POLES,
GUY WIRES, TELEPHONE UTILITIES, ETC. ARE FOUND
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND COORDINATE THE RELOCATION OF
ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY).
TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS,
!!! CRITICAL !!!
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE
AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR
IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE
THE COMMENCEMENT OF ANY CONSTRUCTION.
@ 18" O.C.E.W.
4" THICK CONCRETE SIDEWALK W/ #3 BARS
@ 18" O.C.E.W. (PEDESTRIAN PARKING)
5" THICK CONCRETE PAVEMENT W/ #4 BARS
@ 18" O.C.E.W. (FIRE LANE )
6" THICK CONCRETE PAVEMENT W/ #4 BARS
PAVING LEGEND
2% MAX SLOPE
V
A
R
I
E
S
AS REQUIRED
PROVIDE STEPS
N 1
8
°
2
3'
3
0
"
W
5
3
3.
6
9'
M
E
A
S
(
S
0
0
°
1
6
'
4
1
"
E
1
0
7
2
.
3
7
'
P
L
A
T
)
S
0
0
°
1
8
'
1
5
"
E
8
0
3
.
2
4
'
M
E
A
S
.
(
5
3
3.
7
2'
P
L
A
T
)
EASEMENT (PLAT)
14' COMMON ACCESS
EASEMENT (PLAT)
10' UTILITY EASEMENT
EASEMENT (PLAT)
10' DRAINAGE & UTILITY
D.R.T.C.T.
557, & VOL. 13378, PG. 164,
EASEMENT, VOL. 13279, PG.
12' UTILITY AND ACCESS
NEW 2 STORY
ADDITION
4,828 SF
J
O
B
D
A
T
E
C
H
E
C
K
E
D
B
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.
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CASE NO: ZA20-0041
12"
1
8
"
P
A
V
I
N
G
D
E
T
A
I
L
S
C1.03A
N.T.S.
N.T.S.
CONSTRUCTION JOINT
24" #6 SMOOTH DOWEL
SAWED CONTRACTION JOINT
SEALING COMPOUND
HOT POURED RUBBER JOINT
CTRS. BOTH WAYS
#3 BARS ON 18"
VERTICAL SAW CUT
T
T
/
2
T
/
4
1
"
SEALING COMPOUND 1" MIN.
HOT POURED RUBBER JOINT
LAP BARS 30 DIA & TIE
CTRS. BOTH WAYS
#3 BARS ON 18"
SAWED GROOVE
T
T
/
2 SECOND POUR
FIRST POUR
N.T.S.
JOINT FILLER
REDWOOD EXPANSION
EXPANSION JOINT
16" DOWEL COATING
MIN
2"11"
METHOD APPROVED BY ENGINEER
DOWEL SUPPORT SHALL BE OF A
SEALING COMPOUND 1" MIN.
HOT POURED RUBBER JOINT
T
T
/
2
(SEE NOTE)
(SEE NOTE)
TRANSLUCENT DOWEL SLEEVE
(CLOSED END TO FIT DOWEL &
BE SECURED) TO BE INSTALLED
1 1/4" MIN. CLEARANCE
NOTE:
ALTERNATE REINFORCEMENT
#4 BARS ON 24" CTRS.
BOTH WAYS.
1/8" TO 3/16" WIDE
(SPACED 200 FT. MAXIMUM; LOCATE AT
1/2"
KEYWAY JOINT
(FOR PAVEMENT THICKNESS > 6")
#3 BARS ON 18"
CTRS. BOTH WAYS
(SEE NOTE)
T
T
/
2
N.T.S.
T/4
HOT POURED RUBBER
JOINT SEALING COMPOUND
SAWED GROOVE
1/2" WIDE
STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S)
2' C-C.
1
/
2
"
H
I G
H
T
H
R
E
S
H
O
L
D
1/4"-
NOTE:
GRADES SHOWN RELATIVE TO FINISHED FLOOR.
1:48
MAX. SLOPE MAX. SLOPE
1:20
1
:
4
8
1
:
4
8
1:20
MAX. SLOPE
MAX. SLOPE
PATH OF
TRAVEL
PATH OF
TRAVEL
PATH OF
TRAVEL
TYPICAL GRADING AT
PEDESTRIAN DOOR
1:50 = .24" : 12" 1:20 = .60" : 12" 1:10 = 1.2" : 12"
SCALE: N.T.S.
1:20
WHITE SYMBOL ON BLUE BACKGROUND
REQUIRED BY CODE &/OR
3'-0" DEEP
CONCRETE
AS INDICATED ON DRAWINGS
2" SCH. 40 PIPE
METALS, BASE TO BE
PAINTED PER MISC.
ABOVE CONC. WALK
7'-0"
VAN
ACCESSIBLE
RESERVED
PARKING
(2 BOLTS PER PANEL)
"VAN ACCESSIBLE" METAL
SIGNAGE AT LOCATIONS AS
NOTE: PROVIDE ADDITIONAL
BACKGROUND - WHITE
SECURE METAL SIGNAGE
BOLTS; TYP.
WITH 3/8" DIAMETER
UNIFORM TRAFFIC DEVICES
LEGEND AND BORDER - GREEN
FEDERAL MANUAL ON
R7-8 SIGN PER
SIGN
12"X18"
SPACE SIGNAGE DETAIL
TYPICAL A.D.A. PARKING
N.T.S.
DOOR LEAF + 4'
ON SIDEWALK)
FROM SIDEWALK (NOT
LANDSCAAPING 12"
SIGN LOCATED IN
- 1"
- 1"
LONG @ 12" O.C.
#3 DOWEL BAR 12" LONG @ 12" O.C.
#3 DOWEL BAR 12"
(TYPICAL)
SIDEWALK
6'
CURB TAPERS
6" TO 0"
SLOPE
6' 6'
6
"
6" TO 0"
CURB TAPERS
SLOPE
L
(CONCRETE CURB & GUTTER)
F OF GUTTER
TOP OF CURB
6'
12 : 1 MAX. 12 : 1 MAX.
5'
5'
N.T.S.
N.T.S.
A.D.A. RAMP DETAIL
ELEVATION VIEW
PLAN VIEW
N.T.S.
NOT TO SCALE
EXIST. PAVEMENT
PROP. PAVEMENT
EXISTING TO NEW PAVEMENT CONNECTION
T/2
(SEE NOTES BELOW)
95% STD. PROCTOR DENSITY
COMPACTED SUBGRADE
REINFORCEMENT NOT SHOWN FOR CLARITY
SUBGRADE PREPARATION NOTES
1. THE SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT THE CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT. SOFT
OR YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. THE SUBGRADE
SHOULD BE PROOF ROLLED TO DETECT SOFT SPOTS, WHICH IF EXIST, SHOULD BE EXCAVATED AND REPLACED WITH
SELECT FILL. EXPOSED SUBGRADE SHOLD BE PROOF ROLLED PRIOR TO COMPACTION WITH A HEAVY PNEUMATIC TIRED
ROLLER, LOADED DUMP TRUCK, OR SIMILAR PIECE OF EQUIPMENT. AT MINIMUM, SUBGRADE SHALL BE SCARIFIED TO
A DEPTH OF 6 INCHES AND COMPACTED TO A DENSITY OF 95 TO 100 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM D698 (STANDARD PROCTOR). THE MOISTURE CONTENT SHALL RANGE FROM +/- 3% OF OPTIMUM.
2. FILL MATERIAL, WHERE REQUIRED, SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN UNCOMPACTED
THICKNESS. THE UNCOMPACTED LIFT THICKNESS SHOULD BE REDUCED TO 4 INCHES FOR STRUCTURE BACKFILL ZONES
REQUIRING HAND-OPERATED POWER COMPACTORS OR SMALL SELF-PROPELLED COMPACTORS. SELECT FILL MATERIAL SHALL
CONSIST OF HOMOGENEOUS SOILS (CLEAN AND FREE OF CLODS AND ORGANIC MATERIAL) WITH A LIQUID LIMIT LESS THAN
50 AND NO GOCK GREATER THAN 4 INCHES IN MAXIMUM DIMENSION. THE FILL MATERIAL SHALL BE COMPACTED TO A
DENSITY OF 95 TO 100 PERCENT OF MAXIMUM DRY DENSTIY AS DETERMINED BY ASTM D698 (STANDARD PROCTOR).
THE MOISTURE CONTENT SHALL RANGE FROM +/- 3% OF OPTIMUM.
3. FIELD DENSITY TESTS SHOULD BE TAKEN AT A RATE OF ONE TEST PER 3,000 SQUARE FEET FOR EVERY LIFT WITH A
MAXIMUM OF 2 TESTS PER LIFT. ALL COSTS FOR TESTING SHALL BE BORNE BY CONTRACTOR.
24"
EXIST. PAVEMENT
PROP. PAVEMENT
12"
T/2
THIS SHEET
PER EXPANSION JOINT DETAILS
JOINT FILLER AND JOINT SEALANT
PROVIDE REDWOOD EXPANSION
FULL DEPTH SAW-CUT
(SEE NOTES BELOW)
95% STD. PROCTOR DENSITY
COMPACTED SUBGRADE
DRILLED AND EPOXYED AT 18" C-C
NO. 6 X 24" SMOOTH DOWEL BAR
PAVEMENT CONNECTIONS
PROVIDE AT ALL NEW TO EXISTING
DETAIL THIS SHEET)
(REFER TO EXPANSION JOINT
REINFORCEMENT NOT SHOWN FOR CLARITY
NOT TO SCALE
WHEN EXISTING STEEL REINFORCMENT CANNOT BE SAVED
WHEN EXISTING STEEL REINFORCMENT CAN BE SAVED
ALTERNATE EXISTING TO NEW PAVEMENT CONNECTION
DETAILS THIS SHEET
SHOWN ON CONSTRUCTION JOINT
PROVIDE SILICON JOINT SEALANT AS
LEAVING REINFORCING STEEL IN PLACE.
THEN BREAK REMAINING PAVEMENT
1" TO 1-1/2" DEEP SAW-CUT,
OR WHEN AN EXPANSION JOINT IS REQUIRED
ONTO EXISTING REMAINING STEEL.
USE DETAIL BELOW. LAP NEW STEEL
IS INTENDED TO BE AN EXPANSION JOINT,
IF NOT, USE DETAIL BELOW. IF JOINT
TO REMAIN IN PLACE IF POSSIBLE,
EXISTING REINFORCING STEEL
T = 5"- 6"
T = 5"- 6"
6" CURB
STRIPE AS PER T.A.S.
MAXIMUM 1:50 CROSS SLOPE
MAXIMUM 1:12 SLOPE
MAXIMUM 1:50 CROSS SLOPE
HANDICAP SIGN
TYPICAL HANDICAP PARKING SPACE
9'9'9'9'
5
'
1
8
'
ACCESS AISLE SIGN
NTS
ACCESSIBILITY
INTERNATIONAL SYMBOL OF
NTS
AISLE AISLE STRIPING AND SIGN
TYPICAL ADA ACCESS
AND ANY CURB RAMPS PROVIDED SHALL BE IN COMPLIANCE WITH 2012 TAS SECTION 406.
ALL CURB RAMPS THAT ARE CONSTRUCTED, RENOVATED, MODIFIED, OR ALTERED, BUT ARE NOT IN THE PUBLIC ROW MUST COMPLY WITH 2012 TAS
CURB RAMPS NOT IN THE PUBLIC RIGHT-OF-WAY:
2% MAX SLOPE
NO PARKING
NO PARKING
TOWING
FINE AND
SUBJECT TO
VIOLATORS
48" AND NO HIGHER THAN 80" ABOVE GROUND LEVEL.
D) BE INSTALLED SO THAT THE BOTTOM EDGE OF THE SIGN IS NO LOWER THAN
C) BE NO MORE THAN 8" BELOW A SIGN REQUIRED BY TAS STANDARDS 502.6
B) SIGN TO BE MOUNTED ON A POLE, POST, WALL OR FREESTANDING BOARD
LEAST 1".
A) STATE "VIOLATORS SUBJECT TO FINE AND TOWING" IN A LETTER HEIGHT OF AT
AISLE TO INCLUDE THE FOLLOWING:
2) A SIGN IDENTIFYING THE CONSEQUENCES OF PARKING ILLEGALLY IN A PAVED ACCESS
C) CENTERED WITHIN EACH ACCESS AISLE ADJACENT TO THE PARKING SPACE
B) LETTER HEIGHT OF AT LEAST 12" AND A STOKE WIDTH OF AT LEAST 2", AND
A) SPELLED IN ALL CAPITAL LETTERS
THE ADA PARKING SPACE AS FOLLOWS:
1) THE WORDS "NO PARKING" SHALL BE PAINTED ON ANY ACCESS AISLE ADJACENT TO
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CASE NO: ZA20-0041
2
'
-
1
0
"
12" TYP
6
"
T
Y
P
12"12"
EXP. JT.
EXP. JT.
CONC. LANDING
CONC. LANDING
TYPICAL
W/#3 BARS @ 12" O.C.E.W.
CONCRETE RAMP
4" SUBGRADE TYP.
THIS SHEET
REF. HANDRAIL DETAIL
GROUT TYP.
PIPE RAILING,
1‚" STD. STL.PLATE, TYP.
ESCTUCHEON
HANDRAIL IN PLACE
CORE AND GROUT
AS REQ'D
TURN DOWN
PIPE SLEEVES, PAINT
PLATES @ 1-3/4" DIA. 6" L.
SUPPORTS W/ESCOTHEON
RAILING W/1-1/4" DIA. PIPE
1-1/4" DIA. STD. STL. PIPE
STRIPING DETAIL
TYPICAL PARKING
N.T.S.
18'
18'
9'9'
(TYP.)
WHITE STRIPE
4" SOLID
6" TYP.
6"
N.T.S.
N.T.S.
2.0% MAX. CROSS SLOPE
2.0% MAX. CROSS SLOPE
TYPICAL SIDEWALK SECTION - ADJACENT TO CURB - WIDTH VARIES
TYPICAL SIDEWALK SECTION - WIDTH VARIES
REINFORCING OF SIDEWALK SHALL BE MIN. #3 BARS @ 18"
AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD.
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS
4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL
3/4" PRE-MOLDED EXPANSION JOINT MATERIAL
1" DEEP FINAL SEALANT TO BE NEUTRAL
COLORED ELASTOMERIC SEALANT
(SONNEBORN URETHANE SEALANT NP-2
OR APPROVED EQUAL)
NOTE:
EXPANSION JOINTS AT ANY DIRECTION CHANGE AND
CONSTRUCTED IN ACCORDANCE WITH DETAILS THIS
SHEET. SIDEWALK WILL BE SCORED OF FLAGGED AT
6' INTERVALS OR IN ACCORDANCE WITH APPLICABLE
STANDARDS OF THE CITY.
REINFORCING OF SIDEWALK SHALL BE MIN. #3 BARS @ 18"
AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD.
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS
4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL40' MAXIMUM ON STRAIGHT RUNS. JOINTS TO BE
CENTERS EACH WAY.
CENTERS EACH WAY.
STANDARD PROCTOR
SUBGRADE TO MIN. 95%
6" THICK COMPACTED
STANDARD PROCTOR
SUBGRADE TO MIN. 95%
6" THICK COMPACTED
TYPICAL SIDEWALK ADJACENT TO BUILDING
#3 BARS @ 18" C.C.E.W.
12"12"
12"
NATIVE MATERIAL
COMPACTED
JOINT MATERIAL
OR RED WOOD EXPANSION
1"X4" ƒ" THICK PREMOLDED
ALONG BUILDING OVER
CONTINUOUS SEALANT
SEALANT NP-2 OR APPROVED EQUAL)
SEALANT (SONNEBORN URETHANE
NEUTRAL COLORED ELASTOMERIC
1" DEEP FINAL SEALANT TO BE
N.T.S.
F.F. VARIES - SEE PLAN
VARIES-SEE PLAN
4" THICK CONCRETE WILL BE 3,000 PSI @ 28 DAYS
(THIS SECTION NOT TYPICAL)
AND BRICK LEDGE DETAILS
FOR TYPICAL GRADE BEAM/ SLAB
SEE ARCHITECTURAL PLANS
STANDARD PROCTOR DENSITY (ASTM D698).
CONTRACTOR SHALL COMPACT SUBGRADE TO 95%
POOR SOILS AS NECESSARY IF REQUIRED. AT MINIMUM,
REPORT TO REDUCE POTENTIAL MOVEMENT DUE TO
EXTERIOR FLATWORK AS REQUIRED BY GEOTECHNICAL
CONTRACTOR SHALL PREPARE SUBGRADE BENEATH
8
"
OF FLATWORK
AT BUILDING AND AT EDGES
12" X 12" THICKNED EDGES
OF FLATWORK
AT BUILDING AND AT EDGES
12" X 12" THICKNED EDGES
EQUAL)
SEALANT NP-2 OR APPROVED
SEALANT (SONNEBORN URETHANE
NEUTRAL COLORED ELASTOMERIC
1" DEEP FINAL SEALANT TO BE
TYP.
STL. NOSING
#4 REBAR @ 18" O.C.E.W.
#4 REBAR TYPICAL @ 8" C.C.
HOOP BARS
12"
5"
10"
1
8
"
T
Y
P
.
1
2
"
RISER SECTION
BUILDING SLAB
EQUAL)
SEALANT NP-2 OR APPROVED
SEALANT (SONNEBORN URETHANE
NEUTRAL COLORED ELASTOMERIC
1" DEEP FINAL SEALANT TO BE
HANDRAIL DETAIL
1'-1/2" DIA. PAINTED PIPE HANDRAIL
6
"
*
LONG AS THEY ARE CONSISTENT
*RISER HEIGHT MAY VARY AS
R 1/2"
N.T.S.
N.T.S.
OR PARKING PVMT.
PROPOSED SIDEWALK
6 EQ. SP'S
1
'
-
1
‚
"
2
'
1
0
"
12"
12"
MIN.
2. PROVIDE EXPANSION JOINTS @ 30' O.C. REF. PAV. DETAILS
1. PROVIDE CONTRACTION JOINTS @ 10' O.C. REF. PAV. DETAILS
NOTE:
N.T.S.
N.T.S.
5' TYP.
30' MAX. (REF. PLAN)
SLOPE 1:12 MAX. (REF. GRADING PLAN)
TYPICAL RAMP SECTION
TYP. HANDRAIL DETAIL
C1.03B
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STOP, 6'-0"X10"X6"
PRECAST CONC. WHEEL
12" LONG X "
STL. RODS, 2 PER
STOP
CONC. WHEEL STOP
N.T.S.
2% MAX SLOPE
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CASE NO: ZA20-0041
CAB. A, SLD. 10956 P.R.T.C.T.
LOTS 2R & 4, BLOCK 1, PECAN CREEK
METER
ELECTRIC
POLE
FLAG
O.P.R.T.C.T.
INST. NO. D215120478,
ZELDA OFFICES
LOT 2, BLOCK A,
D.R.T.C.T.
VOL. 10432, PG. 1166
LIMITED PARTNERSHIP
RUCKER FAMILY
BUILDING
STONE
BRICK &
SITE BENCHMARK
CURB ELEVATION = 101.15'
SQUARE CUT ON TOP OF
S
S
S
S
W
FF 102.68
9
8'99'9
9'1
0
0'
100'101'
1
0
2'
NEW 2 STORY
ADDITION
4,828 SF
1
0
0
1
0
0
FF 102.68
OR ROCK BACKFILL
COMPACTED EARTH
ACCEPTABLE
LINK FENCE FABRIC IS
ALLOWABLE, TYP. CHAIN
EMBEDMENT = 1'
EXIST. GROUND)
24" ABOVE
(MIN. HEIGHT
WIRE MESH
6" MIN.
6" MIN.FABRIC TOE-INTRENCH
4x4-W1.4xW1.4 MINIMUM
BACKING SUPPORT
MAX. 6' SPACING, MIN.
STEEL FENCE POST
FLOW
SILT FENCE
N.T.S.
SILT FENCE DETAIL
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C1.04
OR ROCK BACKFILL
COMPACTED EARTH
ACCEPTABLE
LINK FENCE FABRIC IS
ALLOWABLE, TYP. CHAIN
EMBEDMENT = 1'
EXIST. GROUND)
24" ABOVE
(MIN. HEIGHT
WIRE MESH
6" MIN.
6" MIN.FABRIC TOE-INTRENCH
4x4-W1.4xW1.4 MINIMUM
BACKING SUPPORT
MAX. 6' SPACING, MIN.
STEEL FENCE POST
FLOW
SILT FENCE
N.T.S.
SILT FENCE DETAIL
LEGEND
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50 10
SCALE 1" = 10'
20
EROSION CONTROL GENERAL NOTES
SILT FENCING
FLOW DIRECTION
EROSION CONTROL GENERAL NOTES
OF THE PROJECT.
BE SEEDED WITH A MINIMUM OF 70% COVER ESTABLISHED PRIOR TO ACCEPTANCE
13. ALL AREAS DISTURBED AND NOT COVERED BY THE LANDSCAPE PLAN SHALL
14 DAYS.
ACTIVITY IS TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN
12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION
ENGINEER, TO PROPERLY CONTROL SEDIMENT RUNOFF.
SEDIMENT CONTROL SWALE, OR EQUIVALENT MEASURE, AS APPROVED BY
11. ALL OFF-SITE STOCKPILES SOILS WILL BE SURROUNDED BY SILT FENCE,
THE STORM DRAIN SYSTEM.
INSTALLED, THE CONTRACTOR SHALL PREVENT MATERIAL FROM ENTERING
DRAIN INLETS AS SPECIFIED. WHERE INLETS ARE BEING REMOVED OR
10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM
INTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT.
OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE
THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE
THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE
CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH
TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION
EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER
9. THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF
MEASURES.
A DEPTH OF SIX (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE
SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES
8. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED
EROSION CONTROL MEASURES.
CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE
DISPOSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND
OR POORLY MAINTAINED EROSION CONTROL MEASURES.
PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT
OFF-SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS.
SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE
OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR
WARRANTED WHERE PAVEMENT REMOVAL, UTILITY CONSTRUCTION, GRADING,
SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS
5. AT A MINIMUM, PERIMETER CONTROLS SUCH AS SILT FENCE
ARE NECESSARY AND AS DIRECTED BY THE CITY. (NO SPECIAL PAY)
MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES
THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL
SHOWN IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO
4. CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES
STORM WATER POLLUTION PREVENTION PLAN.
SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE
(SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID
WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN
A POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR
2. EACH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT TO OWNER/ENGINEER
ACRE SHALL PROVIDE ONE IF REQUIRED BY CITY.
DEFINED IN TPDES GENERAL PERMIT NO. TXR150000. SITES LESS THAN 1
DISCHARGE ELIMINATION SYSTEM (TPDES) PERMIT ISSUED BY THE TCEQ AS
1. ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION
N 1
8
°
2
3'
3
0
"
W
5
3
3.
6
9'
M
E
A
S
(
S
0
0
°
1
6
'
4
1
"
E
1
0
7
2
.
3
7
'
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)
S
0
0
°
1
8
'
1
5
"
E
8
0
3
.
2
4
'
M
E
A
S
.
(
5
3
3.
7
2'
P
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A
T
)
EASEMENT (PLAT)
14' COMMON ACCESS
EASEMENT (PLAT)
10' UTILITY EASEMENT
EASEMENT (PLAT)
10' DRAINAGE & UTILITY
D.R.T.C.T.
557, & VOL. 13378, PG. 164,
EASEMENT, VOL. 13279, PG.
12' UTILITY AND ACCESS
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CASE NO: ZA20-0041