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Item 6C - PlansJ Q H z w Q o u u � U= F o W 0F m Cn J W �Q�Oo � 0 => 0om0� Q Q N I� = U 75w un J 0 10' UTILITY EASEMENT CAB. A, SLIDE 1251 -LM n -;� DD 00 .o D� - D F -D oc-) mFll N (n rom Fl, z LOT 6 NO. 706 ADDITION CAB. A, SLIDE 4122 ZONING: SF -1A LOW DENSITY RESIDENTIAL 10' UTILITY EASEMENT CAB. A, SLIDE 4122 EASEMENT 0 10' 20' 40' 1 "= 20' LOT SIZE (GROSS): R.O.W. DEDICATION: NET LOT SIZE: FOUNDATION AREA: LOT COVERAGE: EXISTING ZONING: EXISTING USE: PROPOSED ZONING: PROPOSED USE: LAND USE DESIGNATION VICINITY MAP N.T.S. SITE DATA 1.50 ACRES (65,344 SQ. FT.) 4,891 SQ. FT. 1.39 ACRES (60,453 SQ. FT.) 6,533 SQ. FT. 10.8% AG SINGLE FAMILY RESIDENCE SF -1A SINGLE FAMILY RESIDENCE LOW DENSITY RESIDENTIAL IMPERVIOUS COVER LOT SIZE: 60,453 SQ. FT. FOUNDATION AREA: 6,533 SQ. FT. POOL/DECK FLATWORK: 2,593 SQ. FT. DRIVE/WALK FLATWORK: 6,347 SQ. FT. TOTAL: 15,473 SQ. FT. (25.6%) ENCLOSED GARAGE SPACES: 4 NO FENCING CURRENTLY PROPOSED. ANY FENCING ON THE PROPERTY SHALL BE SET BACK A MINIMUM OF 10 FEET FROM THE SHADY OAKS DRIVE R.O.W. AND BE WROUGHT IRON OR SIMILAR IN APPEARANCE. GATES SHALL BE SET BACK A MINIMUM OF 25 FEET FROM THE SHADY OAKS DRIVE R.O.W. BUILDING AREA TABULATION FIRST FLOOR A/C: 4,457 SQ. FT. SECOND FLOOR A/C: 1,442 SQ. FT. TOTAL A/C: 5,899 SQ. FT. GARAGES: 1,132 SQ. FT. 0 LAUREL LANEz REAR PORCHES: X PLANTATION 319 SQ. FT. STORAGE/MECHANICAL: DRIVE BALCONY: xm TOTAL SLAB AREA: 6,533 SQ. FT. TOTAL AREA UNDER ROOF: 8,451 SQ. FT. m0 D SH 114 Lu z W D Q w W HIGHLAND STREET 1 z O W SITE CL � 0 W Y Q O } W CHAPEL DOWNS DRIVE x CO GREEN F- OAKS LANE LOT SIZE (GROSS): R.O.W. DEDICATION: NET LOT SIZE: FOUNDATION AREA: LOT COVERAGE: EXISTING ZONING: EXISTING USE: PROPOSED ZONING: PROPOSED USE: LAND USE DESIGNATION VICINITY MAP N.T.S. SITE DATA 1.50 ACRES (65,344 SQ. FT.) 4,891 SQ. FT. 1.39 ACRES (60,453 SQ. FT.) 6,533 SQ. FT. 10.8% AG SINGLE FAMILY RESIDENCE SF -1A SINGLE FAMILY RESIDENCE LOW DENSITY RESIDENTIAL IMPERVIOUS COVER LOT SIZE: 60,453 SQ. FT. FOUNDATION AREA: 6,533 SQ. FT. POOL/DECK FLATWORK: 2,593 SQ. FT. DRIVE/WALK FLATWORK: 6,347 SQ. FT. TOTAL: 15,473 SQ. FT. (25.6%) ENCLOSED GARAGE SPACES: 4 NO FENCING CURRENTLY PROPOSED. ANY FENCING ON THE PROPERTY SHALL BE SET BACK A MINIMUM OF 10 FEET FROM THE SHADY OAKS DRIVE R.O.W. AND BE WROUGHT IRON OR SIMILAR IN APPEARANCE. GATES SHALL BE SET BACK A MINIMUM OF 25 FEET FROM THE SHADY OAKS DRIVE R.O.W. BUILDING AREA TABULATION FIRST FLOOR A/C: 4,457 SQ. FT. SECOND FLOOR A/C: 1,442 SQ. FT. TOTAL A/C: 5,899 SQ. FT. GARAGES: 1,132 SQ. FT. FRONT PORCH: 110 SQ. FT. REAR PORCHES: 515 SQ. FT. PORTE-COCHERE: 319 SQ. FT. STORAGE/MECHANICAL: 370 SQ. FT. BALCONY: 106 SQ. FT. TOTAL SLAB AREA: 6,533 SQ. FT. TOTAL AREA UNDER ROOF: 8,451 SQ. FT. CONCEPT PLAN PETERSON RESIDENCE 1029 SHADY OAKS DRIVE, 1.50 ACRES I CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 1029 SHADY OAKS DRIVE ABSTRACT 706, TRACT 8A02 CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS DESIGN DEC SIZEPLANNING ENGINEERING JENflnEMENTS 2591 DALLAS PARKWAY, SUITE 300 FRISCO, TEXAS 75034 972-731-4354 TBPE FIRM NO. F-20255 ISSUE DATE DEC FILE NO. 02/08/21 0401 CITY FILE N0. SHEET N0. ZA20-0068 1 of 1 150 75 0 150 300 W SCALE: 1 " = 150' _ r - ---- �;' ; / --I //I(,, / /- L _ 11111111114 - N ri ■ WOOS 0000 a. woo a► 0010 w I I ti M , _ a \ \ 4i IMW_ , = � Ift6 Re. on" 4W- 1 1� 1 1 1 1 1 1 1 it 720 PRE -DEVELOPMENT DRAINAGE AREA CALCULATIONS AREA A C CA Tc Is Qs 125 Qts 1100 Q100 COMMENTS A 1.50 0.35 0.5 15 4.86 2.6 6.46 3.4 7.98 4.2 DRAINS TO EX. 40' DRAINAGE EASEMENT OS -1 6.16 0.46 2.8 15 4.86 13.77 6.46 18.3 7.98 22.6 DRAINS TO EX. 40' DRAINAGE EASEMENT ENGINEER'S NOTES TO CONTRACTOR 1. BY COMMENCING CONSTRUCTION CONTRACTOR AFFIRMS THEY HAVE REVIEWED AND UNDERSTAND THE PLANS AND SPECIFICATIONS. ANY QUESTIONS AND DISCREPANCIES MUST BE ADDRESSED PRIOR TO COMMENCING CONSTRUCTION. 2. ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY ROW AND EASEMENTS SHOULD COMPLY WITH CITY OF SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE ANY NON-STANDARD MATERIAL IS REQUIRED. 3. CONTRACTOR MUST VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR MUST ENSURE THAT ALL AREAS ARE GRADED TO DRAIN. 5. CONTRACTOR MUST NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS & ONSITE CONDITIONS. RATIONAL METHOD Q - Flow (c.f.s.) C - Runoff Coefficient I N Intensity (in./hr.) A N Drainage Area (Acres) Weighted 'C' Calculation Ex. Conditions Total Area= 1.5 acres Area Type Area (acres) Percent of Area Runoff Coef Weighted C Impervious Area= 0.1 7% 1.0 0.07 Pervious area= 1.4 93% 0.3 0.28 Calculated C= 0.35 Prop. Conditions Total Area= 1.5 acres Area Type Area (acres) Percent of Area Runoff Coef Weighted C Impervious Area= 0.35 23% 1.0 0.23 Pervious area= 1.15 77% 0.3 0.23 *DISCHARGES TAKEN FROM THE DURHAM SCHOOL (DTD) DETENTION ASSESSMENT SUMMARY SHADY OAKS - PHASE 1A PREPARED BY DeOTTE, INC. DATED 2/8/2008 Calculated C= 0.46 OF *: DAYTON C. MACATEE ............................. . 65028 ON NAL PRE ARY FOR REVIEW ONLY DAYTON MACATEE ENGINEERING, LLC TX. REG. NO. F-456 LEGEND -562- EXISTING 2 FOOT CONTOUR INTERVAL 560 EXISTING 10 FOOT CONTOUR INTERVAL DRAINAGE DIVIDE X DRAINAGE AREA XX.XX ACRES XX.XX RUNOFF IN CFS (100yr) MME10- DIRECTION OF FLOW --------- FEMA 100 YEAR FLOOD PLAIN Weighted 'C' Calculation Ex. Conditions Total Area= 1.5 acres Area Type Area (acres) Percent of Area Runoff Coef Weighted C Impervious Area= 0.1 7% 1.0 0.07 Pervious area= 1.4 93% 0.3 0.28 Calculated C= 0.35 Prop. Conditions Total Area= 1.5 acres Area Type Area (acres) Percent of Area Runoff Coef Weighted C Impervious Area= 0.35 23% 1.0 0.23 Pervious area= 1.15 77% 0.3 0.23 *DISCHARGES TAKEN FROM THE DURHAM SCHOOL (DTD) DETENTION ASSESSMENT SUMMARY SHADY OAKS - PHASE 1A PREPARED BY DeOTTE, INC. DATED 2/8/2008 Calculated C= 0.46 OF *: DAYTON C. MACATEE ............................. . 65028 ON NAL PRE ARY FOR REVIEW ONLY DAYTON MACATEE ENGINEERING, LLC TX. REG. NO. F-456 t 1 W It ------------ 10' - - 10' UTILITY ♦ TIP ♦ �� 1� woo 101k M3 4 ENGINEER'S NOTES TO CONTRACTOR 1. BY COMMENCING CONSTRUCTION CONTRACTOR AFFIRMS THEY HAVE REVIEWED AND UNDERSTAND THE PLANS AND SPECIFICATIONS. ANY QUESTIONS AND DISCREPANCIES MUST BE ADDRESSED PRIOR TO COMMENCING CONSTRUCTION. 2. ALL CONSTRUCTION SPECIFICATIONS WITHIN CITY ROW AND EASEMENTS SHOULD COMPLY WITH CITY OF SOUTHLAKE STANDARDS. PRIOR APPROVAL TO USE ANY NON-STANDARD MATERIAL IS REQUIRED. 3. CONTRACTOR MUST VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR MUST ENSURE THAT ALL AREAS ARE GRADED TO DRAIN. 5. CONTRACTOR MUST NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS & ONSITE CONDITIONS. 150 75 0 150 300 SCALE: 1 " = 150' RATIONAL METHOD Q - Flow (c.f.s.) C - Runoff Coefficient I N Intensity (in./hr.) A N Drainage Area (Acres) W I S E POST -DEVELOPMENT DRAINAGE AREA CALCULATIONS LEGEND - -562- EXISTING 2 FOOT CONTOUR INTERVAL 560- EXISTING 10 FOOT CONTOUR INTERVAL Is DRAINAGE DIVIDE 125 Qts X DRAINAGE AREA XX.XX ACRES XX.XX 0.46 0.7 RUNOFF IN CFS (100yr) 4.86 DIRECTION OF FLOW -------- FEMA 100 YEAR FLOOD PLAIN POST -DEVELOPMENT DRAINAGE AREA CALCULATIONS AREA A C CA Tc Is Qs 125 Qts 1100 Qioo COMMENTS A 1.50 0.46 0.7 15 4.86 3.4 6.46 4.5 7.98 5.5 DRAINS TO EX. 40' DRAINAGE EASEMENT OS -1 6.16 0.46 2.8 15 4.86 13.77 6.46 18.3 7.98 22.6 DRAINS TO EX. 40' DRAINAGE EASEMENT Weighted 'C' Calculation Ex. Conditions Total Area= 1.5 acres Area Type Area (acres) Percent of Area Runoff Coef Weighted C Impervious Area= 0.1 7% 1.0 0.07 Pervious area= 1.4 93% 0.3 0.28 Calculated C= 0.35 Prop. Conditions Total Area= 1.5 acres Area Type Area (acres) Percent of Area Runoff Coef Weighted C Impervious Area= 0.35 23% 1.0 0.23 Pervious area= 1.15 77% 0.3 0.23 Calculated C= 0.46 SEE SHEET C4 FOR EX. CREEK X -SECTIONS *DISCHARGES TAKEN FROM THE DURHAM SCHOOL (DTD) DETENTION ASSESSMENT SUMMARY SHADY OAKS - PHASE 1A PREPARED BY DeOTTE, INC. DATED 2/8/2008 DAYTON C. MACATEE . 65028 F`SS� 0/ NAL PR NARY FOR REVIEW ONLY DAYTON MACATEE ENGINEERING, LLC TX. REG. NO. F-456 660 660 660 660 660 660 650 650 650 650 650 650cz 640 ml 640 640 640 640 640s=0-009 ft/ft 630 630 63 630 630 630 OF *: ............................. DAYTON C. MACATEE ............................. 65028 0 S/0' AL:-�;� BENCHMARKS NAL PR ARY BM #' TBM 'X" CUT SET N 7032778.1570 E 2379573.1960 ELEV 661.57 FOR REVIEW ONLY M #2.• DAYTON MACATEE M ':V" CUT SET ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0 TX. REG. NO. F-456 CREEK CROSS SECTIONS 1029 SHADY OAKS CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CIVIL ENGINEERING � DESIGN & CONSULTING (Tex. Reg. No. F-456) 12655 N. CENTRAL EXPWY, SUITE 420 DALLAS, TEXAS 75243 TEL 214-373-1180 * FAX 214-373-6580 daytonm@macatee-engineering.com MACATEE phillipf@macatee-engineering.com CIVIL E N G I NEERING DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO. BCP PJF 01/18/2021 SO -DRAINAGE C4 S CTIO A- EAS MENT C B A, SLIDE 4122, P.R.T.C.T. I I I 1 SECTION 13-13 PROPOSED DRAINAGE EASEM NT SE TION C- I I I I i I 40' DRAINAGE EASEMENT CAB SLIDE 4122, P.R.T. PROPO ED I I I I I 100yr WS ELEV N 649.30 ELE r WS N 65 .92 I I EASEM NT I I w z I I I I 40' DRAINAGE EASEME SLIDE T CAB 22 P. A, .T. C. T. wl I I I 100yr XISTING CONDITIONS —351.8cfs ioo— of Q_ OSED 353.1 009 ft CONDITIONS fs ft I PRO Qioo s=0 I =3.9ft =2.43 ps I I d=3 V=2 9ft 43fps I I SCALE: 1 "=40'H 1 "=4'V 0+00 1 +00 660 660 660 660 660 660 650 650 650 650 650 650cz 640 ml 640 640 640 640 640s=0-009 ft/ft 630 630 63 630 630 630 OF *: ............................. DAYTON C. MACATEE ............................. 65028 0 S/0' AL:-�;� BENCHMARKS NAL PR ARY BM #' TBM 'X" CUT SET N 7032778.1570 E 2379573.1960 ELEV 661.57 FOR REVIEW ONLY M #2.• DAYTON MACATEE M ':V" CUT SET ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0 TX. REG. NO. F-456 CREEK CROSS SECTIONS 1029 SHADY OAKS CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CIVIL ENGINEERING � DESIGN & CONSULTING (Tex. Reg. No. F-456) 12655 N. CENTRAL EXPWY, SUITE 420 DALLAS, TEXAS 75243 TEL 214-373-1180 * FAX 214-373-6580 daytonm@macatee-engineering.com MACATEE phillipf@macatee-engineering.com CIVIL E N G I NEERING DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO. BCP PJF 01/18/2021 SO -DRAINAGE C4 S CTIO A- EAS MENT C B A, SLIDE 4122, P.R.T.C.T. I I I 1 SECTION 13-13 PROPOSED DRAINAGE EASEM NT SE TION C- I I I I i I 40' DRAINAGE EASEMENT CAB SLIDE 4122, P.R.T. PROPO ED I I I I I 100yr WS ELEV N 649.30 A, C. T. I I EASEM NT I I I I I 40' DRAINAGE EASEME SLIDE T CAB 22 P. A, .T. C. T. I I I 100yr S I N I I I w z � I XISTIN CONDITIONS PR POSED CONDITIONS �I �I � I I w J X00=3 =0.00 =2.57 V=2.49fps 1.8cfs ft/ft t Quo s= d= V=2.50fps =353. cfs .008 ft/ft .57ft o � w I w I I SCALE: 1 "=40'H 1 "=4'V EXISTING CONDITIONS X00=3 1.8cfs =2.78 t =2.19fps �I PROPOSED Quo =353. d= .78ft V= .20fps CONDITIONS cfs 0+00 1 +00 2+00 660 660 660 660 660 660 650 650 650 650 650 650cz 640 ml 640 640 640 640 640s=0-009 ft/ft 630 630 63 630 630 630 OF *: ............................. DAYTON C. MACATEE ............................. 65028 0 S/0' AL:-�;� BENCHMARKS NAL PR ARY BM #' TBM 'X" CUT SET N 7032778.1570 E 2379573.1960 ELEV 661.57 FOR REVIEW ONLY M #2.• DAYTON MACATEE M ':V" CUT SET ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0 TX. REG. NO. F-456 CREEK CROSS SECTIONS 1029 SHADY OAKS CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CIVIL ENGINEERING � DESIGN & CONSULTING (Tex. Reg. No. F-456) 12655 N. CENTRAL EXPWY, SUITE 420 DALLAS, TEXAS 75243 TEL 214-373-1180 * FAX 214-373-6580 daytonm@macatee-engineering.com MACATEE phillipf@macatee-engineering.com CIVIL E N G I NEERING DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO. BCP PJF 01/18/2021 SO -DRAINAGE C4 S CTIO A- EAS MENT C B A, SLIDE 4122, P.R.T.C.T. I I I 1 SE TION C- I I PROPO ED I I EASEM NT I I I I I 40' DRAINAGE EASEME SLIDE T CAB 22 P. A, .T. C. T. I I I 100yr S I N I I I I I I w J w I I EXISTING CONDITIONS X00=3 1.8cfs =2.78 t =2.19fps �I PROPOSED Quo =353. d= .78ft V= .20fps CONDITIONS cfs I 0+00 1 +00 2+00 3+00 660 660 660 660 660 660 650 650 650 650 650 650cz 640 ml 640 640 640 640 640s=0-009 ft/ft 630 630 63 630 630 630 OF *: ............................. DAYTON C. MACATEE ............................. 65028 0 S/0' AL:-�;� BENCHMARKS NAL PR ARY BM #' TBM 'X" CUT SET N 7032778.1570 E 2379573.1960 ELEV 661.57 FOR REVIEW ONLY M #2.• DAYTON MACATEE M ':V" CUT SET ENGINEERING, LLC 7032685.2630 E 2J79573 4700 ELEV 660.0 TX. REG. NO. F-456 CREEK CROSS SECTIONS 1029 SHADY OAKS CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS CIVIL ENGINEERING � DESIGN & CONSULTING (Tex. Reg. No. F-456) 12655 N. CENTRAL EXPWY, SUITE 420 DALLAS, TEXAS 75243 TEL 214-373-1180 * FAX 214-373-6580 daytonm@macatee-engineering.com MACATEE phillipf@macatee-engineering.com CIVIL E N G I NEERING DESIGNED CHECKED DATE DWG FILE PROJECT # SHEET NO. BCP PJF 01/18/2021 SO -DRAINAGE C4 S CTIO A- EAS MENT C B A, SLIDE 4122, P.R.T.C.T. I I I 1 N cuz 0 V N c G CL rn N r N N O N � s I I 0 10' 20' 40' I I 1 "= 20' I I I I (CALLED 1.0 ACRES) ANN RUSSELL DOC. NO. D182372979 I I I I I I I I I N 88 °42'07" E — 419.00' -- - -- -X 6" M0 12 CKBE Y - - - - - - - O �X 30" ELM I X----12' BkRADRORD€A+� - - - - - - - - - - -- - - ---- - -------- 5' UTILITY EASEMENT EASEMENT EX 39" EL TBR) I LEGEND 0 10" KBER 0 I EX OAK EX 40" M (TBR) E 0" P N TREES TO BE PRESERVED POOL DQ I O I W E 15" C AR I �� TREES TO BE REMOVED D X 9" CKB Y EX OA mm EX 2 HAC ERY Nm 6" HA BEHR O RESIDENCE P II 0 6,533 SF `'� II NO. 706TD ADDITION TREE COVERAGE DATA 10' UTILITY EASEMENT EX 9" NE (TBR) CAB. A, SLIDE 4122 CAB. A, SLIDE 1251 EX HVAC ERRY. I I LOT AREA: 60,453 SF EXISTING TREE COVER: 18,977 SF (31.6%) X 10' UTILITY EASEMENT N I TREE COVER TO BE REMOVED: 6,009 SF (31.7%) N Z CAB. A, SLIDE 4122 TREE COVER TO BE PRESERVED: 12,986 (68.3%) m eEX 7" BRADFORD PEAR (TBR) NET TREE COVER: 12,968 SF (21.4%) EX 10" BRADFO PEA CONCRETE EX 1 CED Q i IMPERVIOUS AREA: 16,058 SF (26.6%) CONCRETE DR/UE DRI VE I I I m R.O.W. DEDICATION J 5' UTILITY EASEMENT D X 0.11 ACRES, 4,891 SF . - . - . - m z D EX 1 ELM 5' UTILITY EASEMENT - - - - _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — S 88°38'12" W — 418.80' I I I I I I I I I (CALLED 0.945 ACRES) BILLY W. RUNYAN AND WIFE, BETTY J. RUNYAN DOC. NO. D181026230 I I I I I I I I I I I I I I I I I I I I TREE CONSERVATION PLAN PETERSON RESIDENCE 1029 SHADY OAKS DRIVE, 1.50 ACRES CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS DESIGN 1029 SHADY OAKS DRIVE (gDEC ABSTRACT 706, TRACT 8A02 CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS SITE NANNING[ ENGINEERING I ENnnEMENTS 2591 DALLAS PARKWAY, SUITE 300 FRISCO, TEXAS 75034 972-731-4354 TBPE FIRM NO. F-20255 ISSUE DATE DEC FILE N0. 01/19/21 0401 CITY FILE N0. SHEET N0. ZA20-0068 1 of 1