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INST. NO. 200600303588)
A - 32`00' 55"
R=530.00'
L=295.15'
T=152.05'
CB=N 73°28'18" E
CD=292.31'
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L=251.50'
T=128.84'
CB=N 74'28'37" E
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BENCH MA RAY
2" ALUM DISK FOUND IN THE SOUTH SIDE OF AN INLET ON
THE EAST SIDE OF NORTHBOUND ROYAL LANE, APPROX.
123' (FEET) SOUTH OF THE CENTER OF A BRIDGE OVER
COTTONWOOD CREEK.
PUBLISHED ELEV=515.12'
X " CUT SET AT CENTER OF WEST CURB RETURN FOR THE
WEST DRIVE ENTRANCE TO 445 SOUTH ROYAL LANE ON THE
NORTH SIDE OF GATEVIEW BOULEVARD.
PRp
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P
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00
BM# 2 " X " CUT SET ON NORTHWEST CORNER OF CONCRETE BASE FOR
100 LIGHT STANDARD IN MEDIAN ON SOUTH SIDE INTERSECTION OF
SOUTH ROYAL LANE AND GATEVIEW BOULEVARD.
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ELEV=523.48'
BM# 3 " X " CUT SET ON NORTHWEST CORNER OF CONCRETE BASE FOR
LIGHT STANDARD IN MEDIAN OF SOUTH ROYAL LANE AND NORTH
OF BRIDGE OVER COTTONWOOD CREEK.
ELEV=513.52'
401
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PROPOSED DRAINAGE CRITERIA:
Q=(C)(1)(A)
I E D E N C
B BOLLARD
AREA TABLE
EM® ELECTRIC METER PROPERTY LINE
PP, POWER POLE x FENCE
LSA LIGHT STANDARD
I100
inch/hour)
Qioo
cfs)
PROPOSED DRAINAGE DIVIDE
wM° WATER METER
0.46 0.90
wv® WATER VALVE 571 PROPOSED CONTOUR
ICv® IRRIGATION CONTROL VALVE
DRAINS
PROPOSED DRAINAGE FLOW DIRECTION
FH-(- FIRE HYDRANT
INLET
PROPOSED 100 -YR FLOODPLAIN LIMITS
Co. CLEANOUT
0.90 10
MHO MANHOLE
8.88 0.14 DRAINS
DA 7 PROPOSED DRAINAGE AREA ID
TSC 0 TRAFFIC SIGNAL CONTROL 1.09 AREA IN ACRES
TSP TRAFFIC SIGNAL POLE 8.71 Q= IN CUBIC FEET PER SECOND
TELE TELEPHONE BOX
3.54 DRAINS
FLOOD LIGHT
PROP, GRATE
FP • FLAG POLE
4 0.56
SIGN
v TRAFFIC SIGN
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NOT TO SCALE)
PROPOSED DRAINAGE CRITERIA:
Q=(C)(1)(A)
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT
BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE
AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY
USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE
PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO
ANY CONSTRUCTION.
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CLAYTON J. STROLLE, P.E.
TEXAS REGISTRATION NO. 108906
DATE: 03/19/2014
CONCEPT GRADING & DRAINAGE PLAN
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0Q 00-00
8350 N. CENTRAL EXRNY. SUITE 1000 PH. 9'!1.]35.3031
DALLAS, TX 75200 FAX 9]2.235.9544
TX REG. ENGINEERING FIRM F-16439
TX REG. SURVEYING FIRM LS -10193545
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DRAINAGE AREA TABLE
DRAINAGE
AREA ID
AREA
acres)
C Tc
Minutes)
STORM
FREQUENCY
I100
inch/hour)
Qioo
cfs)
COMMENTS
DA 1 0.46 0.90 10 100 8.88 3.70 DRAINS TO PROP, GRATE INLET
DA 2 0.02 0.90 10 100 8.88 0.14 DRAINS TO PROP. GRATE INLET
DA 3 0.44 0.90 10 100 8.88 3.54 DRAINS TO PROP, GRATE ILET
DA 4 0.56 0.90 10 100 8.88 4.48 DRAINS TO PROP, GRATE INLET
DA 5 0.13 0.90 10 100 8.88 1.01 DRAINS TO ADJACENT PROPERTY
DA 6 1.15 0.90 10 100 8.88 9.16 DRAINS TO TRUCK COURT DA -8)
DA 7 1.15 0.90 10 100 8.88 9.17 DRAINS TO TRUCK COURT DA -9)
DA 8 1.39 0.90 10 100 8.88 11.08 DRAINS TO PROP, GRATE INLET
DA 9 0.50 0.90 10 100 8.88 3.96 DRAINS TO PROP. GRATE INLET
DA 10 0.09 0.90 10 100 8.88 0.72 DRAINS ADJACENT PROPERTY
DA 11 1.33 0.30 10 100 8.88 3.55 DRAINS TO COTTONWOOD CREEK
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT
BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE
AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY
USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE
PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO
ANY CONSTRUCTION.
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CLAYTON J. STROLLE, P.E.
TEXAS REGISTRATION NO. 108906
DATE: 03/19/2014
CONCEPT GRADING & DRAINAGE PLAN
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CU V)41
0Q 00-00
8350 N. CENTRAL EXRNY. SUITE 1000 PH. 9'!1.]35.3031
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TX REG. ENGINEERING FIRM F-16439
TX REG. SURVEYING FIRM LS -10193545
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