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2019-040 - Mainplace Mall Transformation
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2019-040 - Mainplace Mall Transformation
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Last modified
6/20/2019 10:01:52 AM
Creation date
6/20/2019 8:39:53 AM
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City Clerk
Doc Type
Resolution
Doc #
2019-040
Date
6/4/2019
Destruction Year
P
Document Relationships
2019-041 - Approving Tentative Parcel Map No. 2018-01
(Amended By)
Path:
\Resolutions\CITY COUNCIL\2011 -\2019
NS-2967 - Approving Development Agreement No. 2018-02 Between City of Santa Ana and Mainplace ShoppingTown, LLC for Mainplace Mall Transformation Project
(Amended By)
Path:
\Ordinances\2011 - 2020 (NS-2813 - NS-3000)\2019 (NS-2963 - NS-2978)
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MEA100.RES <br />LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) <br />COMMERCIAL B 1.98 0.30 0.100 56 5.00 <br />SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 <br />SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 <br />SUBAREA RUNOFF(CFS) = 10.97 <br />TOTAL AREA(ACRES) = 1.98 PEAK FLOW RATE(CFS) = 10.97 <br />FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 41 <br />>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< <br />>>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< <br />---------------------------------------------------------------------------- <br />----------------------------------------- <br />ELEVATION DATA: UPSTREAM(FEET) = 147.30 DOWNSTREAM(FEET) = 147.00 <br />FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.013 <br />ASSUME FULL -FLOWING PIPELINE <br />PIPE -FLOW VELOCITY(FEET/SEC.) = 13.97 <br />PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) <br />GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 <br />PIPE-FLOW(CFS) = 10.97 <br />PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 5.04 <br />LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 134.00 FEET. <br />+ + <br />EX-A9 <br />+ + <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 82 <br />>>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< <br />>>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< <br />---------------------------------------------------------------------------- <br />INITIAL SUBAREA FLOW-LENGTH(FEET) 208.00 <br />ELEVATION DATA: UPSTREAM(FEET) = 183.00 DOWNSTREAM(FEET) = 175.00 <br />Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 <br />SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 <br />* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 <br />SUBAREA Tc AND LOSS RATE DATA(AMC II): <br />DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap <br />LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) <br />COMMERCIAL B 0.70 0.30 0.100 <br />SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 <br />SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 <br />SUBAREA AREA(ACRES) = 0.70 INITIAL SUBAREA RUNOFF(CFS) _ <br />Page 7 <br />SCS Tc <br />CN (MIN.) <br />56 5.00 <br />
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