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H19N381S 30Vx9 03HSINj 3A'roA 31V9 Nn038 SI lvj)43V8 3UOJ36 3did 3H1 SO d01 3H1 a3no ..Z/ 30 ;H 30 V 03 1VOad 1333 S NVH1 83d330 Si 313a3NO3 AVO -8Z NVSOAH 3atj OBVONViS Scud N081 1SV3 3H1 ONn08V. 0313Vdw03 ON1'ONVH A8 033V7d 38 ,!VHS 3AiVA 31VO SO d01 N3HM AiNO ..9 X ..4Z X ..4Z v:I ..9 0Nl0333X3 S0o10 ONV Sdnn,')4OOu 30 3381 H18V3 0301 10 Al3Ni3 't 03Sn 38 Ol NOISN31X3 3AiVA 't •-a . ION:1V8N39 :31010 i SYMBOL NAME &.TYPE SYMBOL NAME &TYPE SYMBOL NAME & TYPE e cc�9 La�h�o4 �o�`,e oay4,�. N N ° a� G0 The 1p 4 Plan North •��.� Oy �ah4so� Arkit 1, x 4- Studio, Inc. 308 N. Bryan A) ve. D.°....« TV 77AIf1'f Existing fire hydrant Name: Xi Kappa Chapter of Chi Omega Munson Drive Address: 1501 Athens Drive, College Station, Texas, (50` R.O.W.) New electrical New pad mounted - Existing 2" primary 77840 meter transformer electrical conduit Legal Description: Greek Village #1, Lot 3, 1.00 Acres Existing electric Existing inlet Existing 18" ( meter Name of Applicant/Owner. Xi Kappa of Chi Omega storm drain 1 Existing pad House Corporation mounted transform r Address of Applicant/Owner. Drip line c/o Mary Ann Culpepper 2701 Burton Drive of tree \ / Bryan TX Existing ©, drive j, 77802-2410 299.73 _ 300.02 299.49 9 18" to 24" Construct fencing 299.66 - - Telephone Number of Applicant/Owner. 979-696-1444 mi ' um L/ outside of dripline (minimum 12" per 7�) Date of Submittal: July08,2009 caliper inch) 30020 NewExisting a. .:M September 23, 2009 resubmittalEQ` i Existing 299.79Y underground shed ( Total Site Area: 1 Acre w►� " wood and 299.81) 29935 electri al service f aNm q. brick fence to MDPNumber of new units to be constructed on the 25' backyard setback g �. a. M ro osed project sites revisions add one additional 01 p p p j o y I person, by deleting 5 beds and adding 6. 299.91 0 1 Drip line of tree, parking concrete dR Building Area: 299.41 rw 9/23/09:: ^-�0 29930 Existing solid Existing 1 st floor 6,424 sf 298.12 Fire Lane " ( Existing 2nd Floor 5,682 sf 21/2 29980 298. New 1 st Floor Expan. 1,085 sf 6' metal "tee posts"- �-300.11 Marrrele calms own 11111133111111 00.5 waste cantaine 298.77 New 2nd Floor Expan 861 sf Little Gem • 298.00 - distr°i tion pa ei Magnolia C3 Total Area = 14,052 sf �- 297.83 299.53 Protective fend g. 298.86 4' construction 300.01 291.00 Gross Square Footage of the Expansion: 1,946 SF . fencing fabric , . = 298.40 29 Refer to 5/A1 298.83 " 0 29882 29836 29986 298.40- 9 98.40 Gross Square Footage of Expansion Footprint: 1,085 SF 98 23 /.. " En - - __ _ _ . .. _ 290..3 - - - - - __ _ - -- - - - Corsstrrtatontsierial V1/ood frame construction with C.29836 �-298.26 298.48 , t � � i brick veneer 29833 ...298.49 299AS Y ,' y #�1R__ .. .....29851 ; g�� S Y 5 f; 8 1 /2" ' _ U f t Expansion: ��� _ J I Proposed se o he pension: Sorority House Finish rade i 29R-67iWater Oak g 298.14 29832 CM ' � �� mss. 29921 New Expansion Height: 28'-0" a.f.f. to ridge) �\ x. Y s� 298.85 1 i p g (top 9) 823�x / 11 1/2" 298.05 a. , ' _y a j.w ' A .P_ EXiStin ' ,`. ;•.v _}"er *u _ New screeningAM 0 - ' Courtyard refer to 4/A1 -a ���� i Parkin Count: IA'W .� • '20 '!J •, 1'i`+,lid k•�MG;{y'i�' , _ g W 29832 ' ' 12" Elm Lot 2 29836: p p q _� ^ Silt 29829 A. Accessible spaces per IBC - 3 required N 298.9 zs� 299.16 fencin 298.50 297.65 i B. Calculation per municiple required: O 1403 Zeta Tab o �m 298.06 1 298.73`-29831 111/2" Alpha Fraternl/ z 298.70r 298.x1 i 1. 1 per resident: 35 �1� pp 8-0 maximum 4 ,,.. 1 post spacing i Water Oak 2. House director: 01 W Existing N 298.41 298.41 298.42 298.70 298.25 ;: concrete �1 3. 1 per 30 SF chapter room: 23 (� N 297.54 298.15 parking lot vi Total parking required: 59 297.67 298.10 - TREE PROTECTION, FENCING ,.< Fire Lane � P Lot4 0 a Tota( parking shown: 61 F.D.C. � _ .,�,: ,� � T � �� Fire Dept. ; 296.64 ° ' ' 1503 Delta Ome a iiOUs All required parking is existing. ••1•• Refer to: 1/A1.1 Scale: 3/4 =1 -0 HC Parkin Connection 297.78 Existing 298.14 --- Connection' - Residential 29825 �� `r Corp of. Kappa ipha I 298.05 Facility 298.09 IH v O 298.24 HC Parking -o Theta Fratel ity 'Flooding'� r+ -+a - 2 ' -" N O L a-+ 298.09 a. �u This site does not lie within the established area of the �+ E f k ti / Silt Existing grease special flood hazards according to current FEMA FIRM N 29738 fencing O trap r map no. 4804100144 C O ^• r' ,i a. CM YH 23' 0" V 4-+ O . 4 i 4 15 2 g297.09 298.05 HC Parking �+ f +'4, k '.. 'ti J+. '4f , •+. +.J'. i. Water 0 ' 297.86 298.14 298.0 D. - i Demand: •, f� w w , H 297.68 H /x297.16 �. tY. r 0 U .... / Lattice f ti i F. 297. 297.72 296.85� &Stew r mt 09pm ` .V�later e 'mimum � N ti C Y YH 4" Water 297.12, Y 1 Nf 1.� aily flo 2100 gpd N y 4 Live Oak 296.79 0 le X2965 . CM 29638 29738 29724 2g�. Oak people per acre,1 acre, + 600 gpd kitchen} •� Hay bail & - - - - - - - - - R 10' Peak Dail Flow 125 gpm -a 296.42 4" Live '29 4 - so7 1 2 y 9 less then 500 fixture units) siltfenci m�� ¢ _ Q BE (, y New 2-1/2 296.21 Oak Fire Lane �i Protective fend . o Refer to 5/A1 y ,t ' Existing concrete ut Drainage Flows from Proposed Developments V1 • :S O fire line to , . � a 2� N ' Q ��1... � ',.ai",{�.. � �� . • : fD�� Area: C 1-25 building VO, and parking i- ®EVELO f1i:� Ir". D:. Yr. A FLOW fin/hr) (acres) (cfs) 0 ak 29638 �-29631 ;� L J PLAT F0 , _ 0.85 9.86 0.1879 0.22 Existing 2" 29633 °®. .6 W `Gr� 0.06 9.8 r' ' 6 0.0376 0.29 "O O domestic �' / 6.ts', Net Flow Increase: 0.16 cfs 'a U waterline -�i� " . '• Existing r u -0 6' cedar 296.63 96.07 296.12 g ate. sidewa k flume from courtyard Q r. i 25 front yard setb k Previous) determined flow capacity.2+/-cfs `O fence 296.92-�, - M 4 -ig .96"-29 .04 Y 296.52 , 295.85 295.84 Live Oak29.67 E CM 29630 } Previously determined flow: 1+/-cfs Y O • O C3 O " i� New flow with this addition: 0.16 cfs o Existing 6" . " 295.87 * C3 . p �p O O 29635 Total anticipated flow: 1.16+/- cfs water line " R 2-6 (M C3 C3 M p 295.95 295.68 YH I Therefore no drainage modifications required. " 295.62 29881 IH C3 , w o g Revisions K Q Q 296.54 , New isolation valve' o Y YI " * " k O k ' r " K k Number Date wl lockable lid istin 2" Existing 295.51 Existing 29537 J /�-295.56-�� IH " CM - i Fire Protection drive drive 8 295.40 The building will be s rinklered. News system it a 1- Permit 1/19/09 29634 ater eter 6.01-► 192.14'-N4a°o14b2'w R 5 �.. � 9 p y m wi b NFPA New isolation valve ' e o _ _ _ _ e _ 8a _ ;. R13 system. Fire protection contractor has verified that 2- Site Plan Rev 2/04/09 w/ lockable lid ---_1 296 4, _ - �29s•4a 8; 51t the existing water service is more than adequate to 29520 -,,Concrete walk _ l x°° accomodate this system. See site plan for fire department j 295.43 29438-v_ -_ connection location. Backflow protection is provided at p Existing fire 295 35 (Asphalt with concrete curb/gutter) 1 G the riser in the building. Contact Steve Rians at SAFE for 294.89 rw• �w:vak =t'�: further information. hydrant 23'-8" an: New 4" fire line 23'-0' tap- provide tee I Athens Drive Zone Setbacks connection - (So' R.O.WJ - - - - - - - - . ., A R-6- Front: 25' Existing Existing sanitary ", .I t Side: 7.5' Pro ect 0828 _� Sreet side: 15' Septem er 2009 .gas line sewer f I Equal Equal 5' Rear: 2 Verify in field Fire line isolation valve shall be provided with a lockable Plan North lid: AMP or USA LL562 Locking Lid, as per city requirements. a FENCE ®EVIL s �s Q IN SITE PLAN �•\ Refer to: None i Scale:1 -1 0 Refer to: Nene 1 of 0 I Live Oak (Quercus Virginiana) a. Crepe Myrtle Tree (Lagerstroemia indica) 0 172' Yaupon Holly YH (Ilex Vomitoria) Canopy tree Non -canopy tree 6-12" Yaupon Holly 6-12" American Holly YH (Ilex Vomitoria) Water Oak AH (Ilex Opaca) ke (Quercus Nigra) Canopy tree 2-4 Bottle Brush i � Protective Barricade (Callistemon Citrinus) r i (1' per caliper inch). � i BB i Refer to 5/A1.1 ' Little Gem Magnolia (Magnolia Grandiflora) Wax Leaf Ligustrum (Ligustrum texanum) Note: 100% coverage of groundcover, WLL Shrub decorative paving, decorative rock (not loose), or a perennial grass is required in Red Oak: Indian Hawthorne. parking lot islands, swales and drainage == (Quercus shumardii) iolepis indica) areas, the parkinglot setback, rights of way, and adjacent property disturbed �� .. IH Shrub Shrub . during construction. e cc�9 La�h�o4 �o�`,e oay4,�. N N ° a� G0 The 1p 4 Plan North •��.� Oy �ah4so� Arkit 1, x 4- Studio, Inc. 308 N. Bryan A) ve. D.°....« TV 77AIf1'f Existing fire hydrant Name: Xi Kappa Chapter of Chi Omega Munson Drive Address: 1501 Athens Drive, College Station, Texas, (50` R.O.W.) New electrical New pad mounted - Existing 2" primary 77840 meter transformer electrical conduit Legal Description: Greek Village #1, Lot 3, 1.00 Acres Existing electric Existing inlet Existing 18" ( meter Name of Applicant/Owner. Xi Kappa of Chi Omega storm drain 1 Existing pad House Corporation mounted transform r Address of Applicant/Owner. Drip line c/o Mary Ann Culpepper 2701 Burton Drive of tree \ / Bryan TX Existing ©, drive j, 77802-2410 299.73 _ 300.02 299.49 9 18" to 24" Construct fencing 299.66 - - Telephone Number of Applicant/Owner. 979-696-1444 mi ' um L/ outside of dripline (minimum 12" per 7�) Date of Submittal: July08,2009 caliper inch) 30020 NewExisting a. .:M September 23, 2009 resubmittalEQ` i Existing 299.79Y underground shed ( Total Site Area: 1 Acre w►� " wood and 299.81) 29935 electri al service f aNm q. brick fence to MDPNumber of new units to be constructed on the 25' backyard setback g �. a. M ro osed project sites revisions add one additional 01 p p p j o y I person, by deleting 5 beds and adding 6. 299.91 0 1 Drip line of tree, parking concrete dR Building Area: 299.41 rw 9/23/09:: ^-�0 29930 Existing solid Existing 1 st floor 6,424 sf 298.12 Fire Lane " ( Existing 2nd Floor 5,682 sf 21/2 29980 298. New 1 st Floor Expan. 1,085 sf 6' metal "tee posts"- �-300.11 Marrrele calms own 11111133111111 00.5 waste cantaine 298.77 New 2nd Floor Expan 861 sf Little Gem • 298.00 - distr°i tion pa ei Magnolia C3 Total Area = 14,052 sf �- 297.83 299.53 Protective fend g. 298.86 4' construction 300.01 291.00 Gross Square Footage of the Expansion: 1,946 SF . fencing fabric , . = 298.40 29 Refer to 5/A1 298.83 " 0 29882 29836 29986 298.40- 9 98.40 Gross Square Footage of Expansion Footprint: 1,085 SF 98 23 /.. " En - - __ _ _ . .. _ 290..3 - - - - - __ _ - -- - - - Corsstrrtatontsierial V1/ood frame construction with C.29836 �-298.26 298.48 , t � � i brick veneer 29833 ...298.49 299AS Y ,' y #�1R__ .. .....29851 ; g�� S Y 5 f; 8 1 /2" ' _ U f t Expansion: ��� _ J I Proposed se o he pension: Sorority House Finish rade i 29R-67iWater Oak g 298.14 29832 CM ' � �� mss. 29921 New Expansion Height: 28'-0" a.f.f. to ridge) �\ x. Y s� 298.85 1 i p g (top 9) 823�x / 11 1/2" 298.05 a. , ' _y a j.w ' A .P_ EXiStin ' ,`. ;•.v _}"er *u _ New screeningAM 0 - ' Courtyard refer to 4/A1 -a ���� i Parkin Count: IA'W .� • '20 '!J •, 1'i`+,lid k•�MG;{y'i�' , _ g W 29832 ' ' 12" Elm Lot 2 29836: p p q _� ^ Silt 29829 A. Accessible spaces per IBC - 3 required N 298.9 zs� 299.16 fencin 298.50 297.65 i B. Calculation per municiple required: O 1403 Zeta Tab o �m 298.06 1 298.73`-29831 111/2" Alpha Fraternl/ z 298.70r 298.x1 i 1. 1 per resident: 35 �1� pp 8-0 maximum 4 ,,.. 1 post spacing i Water Oak 2. House director: 01 W Existing N 298.41 298.41 298.42 298.70 298.25 ;: concrete �1 3. 1 per 30 SF chapter room: 23 (� N 297.54 298.15 parking lot vi Total parking required: 59 297.67 298.10 - TREE PROTECTION, FENCING ,.< Fire Lane � P Lot4 0 a Tota( parking shown: 61 F.D.C. � _ .,�,: ,� � T � �� Fire Dept. ; 296.64 ° ' ' 1503 Delta Ome a iiOUs All required parking is existing. ••1•• Refer to: 1/A1.1 Scale: 3/4 =1 -0 HC Parkin Connection 297.78 Existing 298.14 --- Connection' - Residential 29825 �� `r Corp of. Kappa ipha I 298.05 Facility 298.09 IH v O 298.24 HC Parking -o Theta Fratel ity 'Flooding'� r+ -+a - 2 ' -" N O L a-+ 298.09 a. �u This site does not lie within the established area of the �+ E f k ti / Silt Existing grease special flood hazards according to current FEMA FIRM N 29738 fencing O trap r map no. 4804100144 C O ^• r' ,i a. CM YH 23' 0" V 4-+ O . 4 i 4 15 2 g297.09 298.05 HC Parking �+ f +'4, k '.. 'ti J+. '4f , •+. +.J'. i. Water 0 ' 297.86 298.14 298.0 D. - i Demand: •, f� w w , H 297.68 H /x297.16 �. tY. r 0 U .... / Lattice f ti i F. 297. 297.72 296.85� &Stew r mt 09pm ` .V�later e 'mimum � N ti C Y YH 4" Water 297.12, Y 1 Nf 1.� aily flo 2100 gpd N y 4 Live Oak 296.79 0 le X2965 . CM 29638 29738 29724 2g�. Oak people per acre,1 acre, + 600 gpd kitchen} •� Hay bail & - - - - - - - - - R 10' Peak Dail Flow 125 gpm -a 296.42 4" Live '29 4 - so7 1 2 y 9 less then 500 fixture units) siltfenci m�� ¢ _ Q BE (, y New 2-1/2 296.21 Oak Fire Lane �i Protective fend . o Refer to 5/A1 y ,t ' Existing concrete ut Drainage Flows from Proposed Developments V1 • :S O fire line to , . � a 2� N ' Q ��1... � ',.ai",{�.. � �� . • : fD�� Area: C 1-25 building VO, and parking i- ®EVELO f1i:� Ir". D:. Yr. A FLOW fin/hr) (acres) (cfs) 0 ak 29638 �-29631 ;� L J PLAT F0 , _ 0.85 9.86 0.1879 0.22 Existing 2" 29633 °®. .6 W `Gr� 0.06 9.8 r' ' 6 0.0376 0.29 "O O domestic �' / 6.ts', Net Flow Increase: 0.16 cfs 'a U waterline -�i� " . '• Existing r u -0 6' cedar 296.63 96.07 296.12 g ate. sidewa k flume from courtyard Q r. i 25 front yard setb k Previous) determined flow capacity.2+/-cfs `O fence 296.92-�, - M 4 -ig .96"-29 .04 Y 296.52 , 295.85 295.84 Live Oak29.67 E CM 29630 } Previously determined flow: 1+/-cfs Y O • O C3 O " i� New flow with this addition: 0.16 cfs o Existing 6" . " 295.87 * C3 . p �p O O 29635 Total anticipated flow: 1.16+/- cfs water line " R 2-6 (M C3 C3 M p 295.95 295.68 YH I Therefore no drainage modifications required. " 295.62 29881 IH C3 , w o g Revisions K Q Q 296.54 , New isolation valve' o Y YI " * " k O k ' r " K k Number Date wl lockable lid istin 2" Existing 295.51 Existing 29537 J /�-295.56-�� IH " CM - i Fire Protection drive drive 8 295.40 The building will be s rinklered. News system it a 1- Permit 1/19/09 29634 ater eter 6.01-► 192.14'-N4a°o14b2'w R 5 �.. � 9 p y m wi b NFPA New isolation valve ' e o _ _ _ _ e _ 8a _ ;. R13 system. Fire protection contractor has verified that 2- Site Plan Rev 2/04/09 w/ lockable lid ---_1 296 4, _ - �29s•4a 8; 51t the existing water service is more than adequate to 29520 -,,Concrete walk _ l x°° accomodate this system. See site plan for fire department j 295.43 29438-v_ -_ connection location. Backflow protection is provided at p Existing fire 295 35 (Asphalt with concrete curb/gutter) 1 G the riser in the building. Contact Steve Rians at SAFE for 294.89 rw• �w:vak =t'�: further information. hydrant 23'-8" an: New 4" fire line 23'-0' tap- provide tee I Athens Drive Zone Setbacks connection - (So' R.O.WJ - - - - - - - - . ., A R-6- Front: 25' Existing Existing sanitary ", .I t Side: 7.5' Pro ect 0828 _� Sreet side: 15' Septem er 2009 .gas line sewer f I Equal Equal 5' Rear: 2 Verify in field Fire line isolation valve shall be provided with a lockable Plan North lid: AMP or USA LL562 Locking Lid, as per city requirements. a FENCE ®EVIL s �s Q IN SITE PLAN �•\ Refer to: None i Scale:1 -1 0 Refer to: Nene 1 of 0 I 1 : Drip line of tree Existin` 9 wood and 299.81 6 metal „tee posts" brick fence 300.20 / 299,79]' Live Oak (Quercus Virginiana) 8 Crepe Myrtle Tree (Lagerstroemia indica) Q 1-2' Yaupon Holly YH (Ilex Vomitoria) 299.35 Canopy tree e _ Non -canopy tree to MD c-� 6-12" Yaupon Holly C' 6-12" American Holly YH (Ilex Vomitoria) Water Oak AH `. (Ilex Opaca) ? (Quercus Nigra) Canopy tree 2-4 Bottle Brush i` Protective Barricade ♦ Q (Callistemon Citrinus) l (1' per caliper inch). BB ♦` Refer to 5/A1.1 Little Genn Magnolia (Magnolia Grandiflora) O Wax Leaf Ligustrum (Ligustrum texanum) Note: 100% coverage of groundcover, WLL Shrub decorative paving , decorative rock (not loose), or a perennial grass is required in Red Oak Indian Hawthorne parking lot islands, swales and drainage (Quercusshumardii) (Rhaphiolepis indica), areas, the parking lot setback, rights of way, and adjacent property disturbed .Shrub during construction. 1 : Drip line of tree Existin` 9 wood and 299.81 6 metal „tee posts" brick fence 300.20 / 299,79]' New underground 299.35 electrical servicervi e _ :. to MD CM Date of Submittal: July 08, 2009 O September 23, 2009 resubmittal Existing 4Q. m9 �� s '; shed Total Site Area: 1 Acre - 8 M Number of new units to be constructed on the i 25' back and setback s M Y 299.79 proposed osed project ect site revisions add one additional d# P p p 1 person, by deleting 5 beds and adding 6. a° ..- - V29 .91 Existing n4 construction co rete i . ; . fencing fabric parking Building Area: Existing 1st floor 6,424 sf ........ 0 /2309 299.41 o Fire Lane ' ` 2.30 Existing solid - Existing 2nd Floor 5,682 f 298.12 - gS 2 1/2" 299.50 waste container Main electrical 299.57 29s. New 1 st Floor Expan. 1,085 sf Little Gem -30011 298.77 New 2nd Floor Ex an 861 sf 298.00 distribution panel �� moa 8'� Exp an O r Total Area = 14,052 sf _ � 297.83 299.53 Protective fencing. 298.86 Finish grade 300.01 29S.0 Refer to 5/A1 298.83 k Gross Square Footage of the Expansion: 1,946 SF 298.40 29 .43 298:32 29836 298.40 - Gross .. Gross S uare Footage ofEx an n Footprint: 1,085 SF 298.23 299.56 X, 298.34 1 a- � _ ..onstre�z��on ��oa«ilai. WuoJ rraniE _ c.onstruc..ion with ' X298:26 298:48 1 ! I - 299.36 98.- 6 ! brick veneer ,� � -)8,49 5 .: 298.33 299.0_ IEIE 298.51 .. ... ._ � .._ % Proposed Use of theExpansion: Sorority House81 2 _9x.67 • ., Water Oak ., , .. 299.21 � � ,� 298.32 :.. rExpansion_ .. .. _:,: ,. , .. , -: New 298.14 CM Height: 28 0 a.ff. to ridge) � n .. 8.23 l 8 0 maximum N ., ... 11 1/2" 298.05 8 1 Pro osed New.Addition,. 40 p ,.. _. New- r nin (: ._ �, , .. .. :... >. , sc ee Water Oak post spacing 9 p P 9 P > 1 2 Stor ,.. ., refer to o/A 1 i !Parkin Count. _ „ ., . _,, .. . .... . . . ... ... 29832. i W .. .. ___ 12 EI 40 3 _ 293..6 _:... � - �n _ I ; Lot 2 298.29 A. Accessible spaces per IBC 3 required � �, P P q TREE PROTECTION FENCING 28 N ,...._ 299.16 Existing ,, 297.65 B. Calculation per munici le required: 1403 Zeta Ta 29ssa 298:06 1 � _ Courtyard r Y 8.29831 1 , Refer to: 1 A1.1 Scale.3/4"=V-0" -: �, 298.73 ,.,.:: ,� / -v I d" Alpha Fraternt 11 v2 p y z 298.9 �` 1 1. 1 per resident. 35 298.70 ' I \ ^t 298,95 _ i Water Oak 00 2. House director. 01 W (� Existing ! � g ♦ 3. 1 er 30 SF chapter room. 23 298.70 298 25 concrete P P N _98.41. 298.41 298.42 i _ 297.54 parking lot- N Total parking required: 59 : 298.10 P 9 q 9 297.67 _ .. � v Total parking shown. 61 0 _ p 9 Fire _ F.D.C. Fre Lane Lot 4 N Fire Dept. ' p 296.64 All required parking is existing., He Parkin �, 1503 Delta Ome House q p g g \ _ Existing 9 0 2 9 298.14 Connection 97.78 � Residential 298.25 v, 0 Corpf Ka I ha P PP p ° 298.09 >, v, Facility � Q _ 298.05 Y 298.24 * Theta Frater t a-+ r3 Q _ HC Parkin ._ Y , _ 9' Flooding � - _ N 0 .IJ -- 2 7.68 N 298.09 ,� This site does not lie within the established area of the '1-+ JR. r. c/1 O - .: .. .. special flood hazards according to current FEMA FIRM rQJ Existing tease P 9 f .. .. r . w , r .. w r . x . , r .. : ma no. 48041 C0144 C .. .. p 29738 , ,+ �+ o 4 4 .fr ., .,1.• ., .fir,, ,:{ :t _ , f: •' O O YH nn '' 8 ��r W .. CM 23'-0" #-+ .. , 297.09 298.05 297 s /r HC ParkinO r .. .� . .. .. ,r ., +: •.,, r. •. :: •. :•. •, r•. .. r•. 298.0 297.86 298.14 8 29 . 7 16 Water 0 k Utility n Drainage 1 , �,• H 297 68 /r and D a a e nformation H V f•. r tY 9 r� O •: f ' M 297. Lattice- ., ... .. ... • . .. .. 296.8 297 72 , r! f: tr f r: /: Y YH Utility Demand: 4 Water 297.1;/ ty 4 Live Oak CM 296.38 29738 297:24 - Oak 296.79 ,, Average daily water and sewer demand=102 gpd •i 296.5 297.10 W • �. ., --------- --- 810' - 96.42 R 10 -6 4 Live '296'34 �1 -�Drainage Flows from Proposed Development: • L +� gg N 96.21 Oak Fire Lane 1 Protective fencing. Q • - ¢ _ g Dram Area. C 1-25r. A FLOW Y R 56 6 1 Refer to 5/A1 in/hr acres cfs Existing concrete U _ * ( ) (acres) (cfs) O s 11�drive and parkin 1 �, Bid 0.85 9.86 0.1879 0.22 O /r p 9 F- 9 2 o O a-' Grass 0.06 9.86 0.0376 0.29 Red ak . Q .296.38 29631 � ' Q u.. Net Flow Increase: 0.16 cfs 296.33 296.63' r- 11 . Existing discharge route. sidewalk flume from court and „ 96.31 4 9 9 Y � . 0 Exist 3 96.1s , ,_ �• Previous) determined flow capacity: 2+/-cfs g R 37 6 YV Ir water lin 296.1 CM Previouslydetermined flow: 1+/- cfs Q 296.63 K 296.07 O , 0 6 cedar * « 25 front yard setback w 296.92 - 4 296.04 New flow with this addition: 0.16 cfs �O , k fence 295.85-w- o Live Oak X35.9 Total anticipated flow • 1.16+/ cfs 296.52 ..,F 295.84 « 2 296.67 , +� « « O ' 96.30 _ Therefore, no drainage modificationsre required. �� C. water 9 q _ Existing 6 �M O « « « g C3 O « O « R 296,35 YH . o R 2 s Q « O k « water line « O 295.95 « 295.68 Revisions 295.62 295.81 I H r « d K * Q 296.54 - ,. w � YH w C3C)O _ Existing Existing o 295.51 YH Existing , k ,. Number Date water meter dove 295.56 IH CM 29537 drive Fire Protection 6.01- 8 29634 192.14' N 44'014'02" W 295.40 R 5 The building will be spnnklered. New system will be NFPA C= eo R 1V -s 813 lk system. Fire protection contractor has verified that 296.4Concrete walk Lthe water _ service is more than adequate to 295.20 ` accomodate this system. See site plan for fire department � 295.43 29438 R 13 connection location. Backflow protection is provided at ' � p As halt with n r r 294.91 the riser in the building. Contact Steve Rians at SAFE for Existing fire 29535 ( p co crete cu b/gutte) 294.89 further information. hydrant 19'-6" 22'-6" Y _ Existing sanitary Athens Drive zone Setbacks sewer ' (50'R.O.WJ R-6 Front. 25 Pro ct 0828 Side: 7.5' � I Sreet side: 15' Septem ler 2009 Rear: 25' Al j J6 Scale: l "=20'4" of 1t� I Proj ct 0828 J ly 2009 1 of 11 Live Oak (Quercus Virginiana) 8 Crepe Myrtle Tree _ (Lagerstroemia indica)yH 1-2' Yaupon Holly (Ilex Vomitoria) Canopy tree Non-canopytree 6-12"Yaupon Holly 6-12" American HollyYH (Ilex Vomitoria). Water Oak . AH (Ilex Opaca) (Quercus Nigra) Canopy tree 2-4 Bottle Brush --. � Protective Barricade (Callistemon Citrinus) i (1' per caliper inch). BB i Refer to 5/A1.1 o Little Gem Magnolia (Magnolia Grandiflora) 4 © Wax Leaf Ligustrum (Ligustrum texanum) WLL Shrub Red OakIndian +� � Hawthorne (Rhaphiolepis indica) e (Quercus shumardi i) . IH , Shrub Proj ct 0828 J ly 2009 1 of 11