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HomeMy WebLinkAboutDrawingsarwe..aseaarmnnsc.. r:a:.; . ELEVATION,co R. 41 0 +2, NOTES: \ ` l i d i PARKWAY PLAA ADDITION o� _ __ _ I / I i 127.70 ° �\ 14 —�r 6 46'04 25 E 1. City of College Station, Crawford Burnett League, A-7 \ P SE�1 \ i I � ��S' Fence p��� \ Brazos County, Texas. _--T"35�/1s37 / �� � �°er �� I iy I ,i t r° 2. Zoned R-6 ZONE Rp6\ \fit �, �, I i, of i I s t°° ,�,� 0 30' so' \I I o n a s�` �O °O°' \� 01\1� i I I PAwAY BA j GI pR,CH \ o. ti 3. Accordingto the Flood Insurance Rcompiled I d. I I " 1 ate M a \ O PARKWAY P rAD�IT10 t �� o' ^,o P by the w I o� I i �,,, �,. I1. Q�� (NB i has _ , i e Walk PHASE Y' t ��'% Federal Emergency Management Agency for the National �� \ i� NI v I ° �. �\ t �� ` N a \ ,LOT X14 J____-.____--� Flood Insurance Program, Community Panel No. 48041CO144 \ o I� �_____i_ I p CO- , °+t oma. C, Brazos County, Texas dated Jul 2, 1992, it appears that e�\� �a \�I I 2411- 21e3____ Q;�o` 1 t 1 July pP O CITY SITE PLAN �e`oma pJ Q I = d I /, 7 0 a portion of the captioned property falls within the 100 Year ` ,orJ <� `< °� !- i l ZONER-6 o�° ' t \eQ Flood Hazard Boundary. The 100 -year flood elevation is \ f �o - - - Q PROPERTY OWNER/ENGINEER: Nlz_ - S 46°04 25 E 399.40 0Y i _ _ . _ . _ Je ;<� t PARKWAY BAPTIST CHURCH 274.3 per FEMA FIS. The existing conditions flood plain is ` \ °�. ��,` (4� �� �\�° _ _ _ _ _ _ _ _ _ - - - - I' also shown based on the Mitchell & Morgan stud which lust ` ,I -�- - - - - - - O �° snr1. - - `' c ru - 142,00 ��� 1 STEVE DUNCAN g y \ \ ° �° 1z cry clips the Southwest corner of the property. \� —o' - t , °' - - \ - �- t ° `` 'o `E RE LANE STI 1 SOUTHWEST PARKWAY -i� THWES p p y \\ \ �° \ Q 12'_cMP d��/ _ :_ - �` PING 150 �z`` �ase�e� \ _ ®12° CMP_,_--- - - - - - - �� ( - ��- --��` �F-Q ��``` _°+ CJ ��\` �P\yo goo= a ==''`� COLLEGE STATION, TEXAS 77842 4. No grading is proposed except for minor leveling. °�° 1�\�\y , �e _ _ _- - -- - - - -- - - ��� ���° ��ti e� ti����� i �� °° Q� ° o a t \ O < e J� t \ ' \ �\ \ 979-731-8000 C < O Q r i �, ' �\ ce Z �o``P ��� Q �� ��e ``\�o� i, , \ Qr° \ LEGAL DESCRIPTION: - l o ' /// PARKWAY 5. S _ , AZA #2 T TR 179.5 tormwa r to drama e imp -acts acts- from this addition are ar � _ , _ _ �..^ � o _a ti r 1 h ��� ao Q ��� _ / J , _ , :� _ �, - `, _ 6:215 ACRES insignificant. - - 4 1 Q F F ' �¢ .� Q-_---- J� - �' - 2184/92 DRBC p —QNob o Q`(\ %\ \'I � � 6. Fire flow for 1500 SF, Type V -B - 1,500 GPM from 1��(�"' \ a % ZONED R-6 Hydrant (Existing). �y.° ��° ����� �`` �� �� �� �```� ��� �ti� / a� ��\ti�° : /J ��� �`� \ �;�o�';�oti�' DATE SUBMITTED: „ 05/28/2010 �• EX BLDG A 7. Building setbacks: 25' front, 20' rear, 7.5' sides. l _ '-'�'f\° y j', 7,396 SF o�¢� FOR SITE REVIEW 2 8. All roof and ground mounted mechanical equipment shall be r%' ,��� ,\� .. � .% screened from view or isolated so as not to be visible from \ �. ` EX WATER j Q� \ / `\ ' any public right of way or residential district within 150' of Q \,�w`` \ o / P - - --------- - i M s N f sb` METER ("A">�" ») uE the subject lot, point five f �¢w Y , o,3 \ � '� L t measured from a oin feet above � 1 rade. Such screening shall coordinated g Bening be co Hated with the JUN 21 2010' _o building architecture a maintain a unified and scale to appearance. 28� �! � Y � \ `�� y \ r y� % w �/�\ v CULLtU t 01 1� \ L. '+ DEVEkOPMENT SE ICES Se c , I 1 9. Exterior buildingand site lighting will f a� F ` ti `�`` i U y" y \ = \�_'° n '-\P`�� \ !� se1'� t`\ o \ AILED: ��t"�� g g meet the standards of g, �� / �\ d0 d ! 6'i \ �7 Section 7.10 of the Unified Development Ordinance. The �� _'�,' v3� light source shall not project below an opaque �� p housing and Q no fixture �.w \ \` \ �aI EWAFO shall directly project light horizontally. Fixtures �EX BLDG/ j' will be mounted in such a meas that the projected cone of \ oP y d co X4,390 SF ;� 0�, `� OMPLIANC9, ss the light does not cross 9 property line. . 10.100% coverage of rou n �/ EXIST ASPHA %'.,,0 �. o°c°o °\ \ '//. ; -� j; � � \ y'/ \ JUIN 2 j 2010. 't , o erage dcover, decorative paving, LT O ,a / / �, y g p g, decorative ow v� v� , �� p v, �°° \�- v�� COLLEGE 'TWI PARKING �� �� �° \,�� \ o I C , y \ rock not loose or a perennial grass is required in 2�g o NGINEERING P 9 q parking o \ \ / \ s and drainage areea the r= - \ \ lot islands Swale g s, t parking lot fi\ � ` i� �v� Y \—� setback, right of wa and �6 g y, adjacent property disturbed during EX ELECT construction. - PRIMARY, NO CHANGE EXP � :, �. --�:\ .�� � ,.�\\ `�` ; \ � _� r \\ � �� '� `' Nt - '' ,' _ K ;l _„� -� t; \ �\ O% EX 1.5 ��� \ v \` SERVICE LINE / - \ _ / ��/ p�� Fd61 �� \\ , o<<. �� �« \ J - ��0� \ 12,340\SF\ \ \ S 9a of 5 \/'' \ \ \ \�/ \ 2�1��� �`ush �� Q �� v -EX TRAIFORMER1� / �, Q Dc \,�i/ / �� WITH METER ` L Q w PHASE LINE \ \ i / s\ UPGRADE \� \ - t g `'��y;" Ya r _ y �'' CIN TO o ,' \ r.. � • � � IF NEC � - o �. � v� \ --=�> � ` � ,- �-- ����J v PARKWAY PLAZA ESARY `\ \. '/;' ,k \\ _ \,., y \ �4..,, ,� �\ \�� ' \ \ \ o � \\, `` �O PHASE FOUR - B \ \ LOCK 4 0 _ \ - EX 320'ABLE� �° -- \ :' \ 377 759 9 _ / 4 \\ / WI' BOOMS Q Quo V / --'�� '-'�- / "' jv� - j� v�s `\ �A, \ w g EX Fl ff,, HYDRANT' ' \ - \ -- \ ZONE R-3 TH EST / \ �, \`,�° I EX WATER/ \ \ °\ r: \. \ �(D09-36) Fence ` �� \.. /� r. y�/\'///���) \ \C� i�\i °s -1-% �S �--'`a \ Q _ METER (C )-s o / r° \ \ �i �/ \ o \ \ F °so 'EX 6" SEWER ��\ s ' �\ E�EW ER TAP \ Q. i ' . SERVICE r ly v i� \ 000 - EX. ELE TRICAL SERVICE- �� C \ 1 \, \ Q UPGRADE FOR`KEW BLDG \ �P �� / i\ \\ \ '` r \ V �- f� O LJ 3 �- I a zw 3 v BUS.6 m 0- TEXAS AVE. � \\PJ�O� W -AGER DEMAND \ MINIMUM 0 GPM\ MAXIMUM 10 GPM AVERAGE 1 GPM SEWER DEMAND MAXIMUM 1,400 GPD 1016 r ,r�00' NOSE e \LAY OFA EX 150 \, \ , I \ PORTABLE \ �- EX 6" SEWER V � v (DP 08-29) - A vV\ .i \ ��/� - _ �/ �� , . ` a EX DU�IPSTER SERVICE \� `\ \ 10i MIN _ } �O � � `\ / \ I tl � � -✓ice % �i�/- \ � -i i 'i •\\ � \\ \L-f-\�( \ \ v 1 00 T_ G s W �Q. ��, db POTOMAC Q� w o LEMON EE 6E CREEK 0 w eek so THWOOD 002 ee G�pDE l LAURA 00'L6 6 N LANGFORD g n 0 cnPIMP ucnrn Q VICINITY MAP $ SCALE: 1" = 1000' _ - __ - \ SEPARATION � � \. -. \,.�-f -� � -;; \ ROPOSED PORTABLE BUILDING ` - - ---- {- I ` \ \ FOR CLA ODMS APPROX. 1500 SF ` -- EX FIE NE STRIPING \. WITH\ POSSIBLE W RAND SEWER SERVICE ' \, 'EX FLOOD PLAIN \ >. ,, d �� N PLAE' OR ENTIRE LOOP 2�, NEW PORTABLE MAY NO \00 °i Fto' \'\,°tonsi Asphalt Pavement O ( AVE REST ROOMS) \ ` / , e E — -- - \ piOX,mg o'HEIGHT US FOUNDATIONau A = ' I �� 4, --------------- - --_.- - - - - - -- - - - - - - - - \\ 10' Utilit , Enserne -- -Oi - N 44°3214 X477.77 Flood � M, Brush i \ oo,ate 100 Year - 0X-11-1 y ? / \ Appr END PRIVATE WATER & SEWER FRO EX BLDG ; Hazard Boundary (Existing Conditions '1 r I From Mitchel & Morgan Study) c ! we 11ne R \ }` ems, SERVICE TO BOTH UNSERVED PORTABLE' seV'e` LEMON TREE ADDITION REMOVE 6A REES - " 12" � °� fl �on�ie °��`" ��\ - WATER: 1rJ�.5 SCH 40 PVC' e t Brush �\ ,, �, oc BLOCK 2 AS NEEDED o� �dg SEWER: 6 SCH 40 PVC, 1% MI _ SLOPE^; 100' MAX G�Al 371/121 w NEW FLOOD PLAT F ONE AE PER PENDING r C/O SPACING ZONE R-1 �� \._ > �`° °o CITY OF COLLEGE STATION �o-L.Oi+�R BY MITCH L & MOIL LEMON TREE PARK O CALLED 9.95 AC `x) ZONE R-1_ / .� a ` e� � I • 11 . NOTES: \ \ / PARKWAY P ADDITION / 46°04'25' E � NOTES: - 127.70 777.7_ _ " "� ' N IL i a� 1. City of College Station, Crawford Burnett League, A-7 \ P SE\1 �\ i Fence Brazos County, Texas. 52/1,J7 V� ! ! '�°` r�P, �\ r° � '' ZONE RFS o� 2. Zoned R-6 PA�CWAY BAP (1RCH PARKWA Pb4,4 \ADDITION t , 0.: •o 3. According to the Flood Insurance Rate Map compiled by the \ \ �ti� \ Wi I i e° walk PHASE 1'' ^3 ! ° / Federal Emergency Management Agency for the National ` �. \ Q� O ti! '� N� ! ! LOT 44 >��z- I •, ! �2411-,-Flood Insurance Program, Community Panel No. 48041CO144 �\ Qr", C, Brazos County, Texas dated July 2, 1992, it appears that ONE -6 C P ortion of the ca tioned Pro erty falls within the 100 Year /2 \ � Flood Hazard Boundary. The 100 -year flood elevation is \ �\ �° �`� ��,� �` o - - - - \ . _ . ,;e( t } G'��°� _ - - -�- - - - - - - - - - - 46`04 25 E - 399.40 I :°� Ysn, un - ! - - - - - -� \ °°� \. 274.3 per FEMA FIS. The existing conditions flood plain is \ \ ���. / _ _ _ _ _ _ \ - �nrub> s , �- ,`r. ° .� 1142.00 ry� also shown based on the Mitchell 8c Morgan stud which just \ �` / �- / ' -' - - - - -�` '" �' 12" CMP r - �7 the Southwest west corner of the property. v \ \ -o° - o `� — 12 cMP _ _ , _ _�� =�- - - - �° ��` -,� ; ��� ARE IANE STf�IPING clips t t p p e r t y. 4,� e�� a ��z.r�--.n, — -t�� _ - - - `�F - - °� Q - _ ��`°� P\`O `P `���o� e� 12" CMP ( F a c�`e ti�\\ti l °s l , Q. t - - _- - - - - -- - - - - ��,� °� ��F / �1 ���l ����4 �� a�F ¢�F �� �� \` i j 4. No grading is proposed except for minor leveling. \o ,`' ��� � �o �. �Po a ti `� \�Qr\t°_ \ \ eer \ �� �� ��� �• ° \ .. �`. -- -7777-- / � \.�- %-i '�z i 5. Stormwater drainage impacts from this addition are a Insignificant. lb V c ' 6. Fire flow for 1500 SF, Type V -B = 1,500 GPM from 1 a` �ti �a \ti Hydrant (Existing). �1``� ! EX BLDG »Aati� �07,396 SF �' a TE PLAN PROPERTY OWNER/ENGINEER: PARKWAY BAPTIST CHURCH STEVE DUNCAN 1501 SOUTHWEST PARKWAY COLLEGE STATION, TEXAS 77842 979-731-8000 LEGAL DESCRIPTION: PARKWAY PLAZA #2, LOT TR 179.5 6.215 ACRES 2184/92 DRBC ZONED R-6 DATE SUBMITTED: 7. Building setbacks: 25' front, 20' rear, 7.5' sides. J I A J, 8. All roof and round mounted mechanical equipment shall be C \ \ EX WATER 9 screened from view or isolated so as not to be visible from \t —� y s� "�-`" \, �o, METER A P 7777-- --------7777-- i a `� N `\ , ( / ) any public right of way or residential district within 150 of �� �0 ; S 3 - �00- �o a. �' the subject lot, measured from a point five feet above �� ��� �,� a� `� l' '� %11� �� 7777 - --"%' \ \ rade. Such screeningshall be coordinated with the �� \ve\ ea��" �� ��!` �` \; \ g � buildingarchitecture and scale to maintain a unified / ` \ appearance. -- 2 \ a11 .`°Ape 9. Exterior buildin and site li htin will meet the standards of Section 7.10 of the Unified Development Ordinance. The ���\�� \` P ti 7777 light source shall not ro •ect below an opaque housin and / \� ��' 9 P J9 Q �`� a »» \ J. ypvs vt r X BLP,._ B v P J C no fixture shall direct) project light horizontal) Fixtures � o ti �4 390 SF \ will be mounted In such a meas that the projected cone of / v � \ light does not cross the property line. Q� __--------7777-- �4 EXIST ASPHALT 10.100% coverage of groundcover, decorative paving, decorative - rock (not loose), or a perennial grass is required in parking _ g PARKING a- lot islands, swales, and drainage areeas, the parking lot -�� �6,0 ���� , setback right of way, and adjacent property disturbed ` \ \ J P P y EX ELECT PRIMARY �`� \ fi �,e �/ ° `` r--� during construction. 1 �� \� �- \�� f dna ° I.614, setback, NO CHANGE EXPECTED °,° G° a w ± ,r ' , •` '. �3 _ ,. a*. ._ -s / ` _ - 7777 EX 1.5 WATER- 0�6 .._ ��\\ s" SERVICE LINE \; 61 NY lW ' �� 12 34 0 SF o� \ / \ 8 `oFBPU 4 ;110 a 4 -EX TRA48FORMER, � � ry ' \ \ �?> �o`O a tiWia� M ETER, �6, PHASE LINE �' CITY TO UPGRADE- IF NECESSARY \ 'ate\Q o \ PARKWAY PLAZA F� ��K / gyp, \ r °�`/ �oc PHASE FOUR - BLOCK 4 ` or . ' - - �� /' �.,i Y� \ ° \ `oo \%- \ EX 320 �F\ (* BLE' / \ h \ ,. �y EX FIRE, I YDRANT� 377/759 P WITH RST ROOMS \ _ WATER v \ ZONE R-3 �r;. �\ , / �' �s: ' `�' r� ` "I �� �(DP�\ 09-36) Fee / / :kr �\ �`\ \ �� METER (»C'�- �\�; k ,`2 \ / \ \�r . Fj \� �: �. E ', aER TAP ,� \ » s 4- �t� \ I��./ �c y�- ; \ t� EX 6 SEWER r.�\ \ F so 1 EX HCAP ��/' \ �o 1 RAMP SERVICE$- \ ! O o EX. ELE TTT�ICAL SERVICE, UPGRADE FOR NEIN BLDG BUS.6 z � m � TEXAS Ate• � WA -TER DEMAND MINIMUM 0 GPM\ MAXIMUM 10 GPM AVERAGE 1 GPM SEWER DEMAND MAXIMUM 1,400 GPD '30Q LAY O"OSE ° P� EX 1500 SF ` PORTABLE �\'" \\\ `�a, u \\�`'' % i EX 6 SEWER \`\' EX DU PS ER ` (DP 08-29) \ l \ \\ / ,\: �`- SERVICE r; - � �.� _ _ ' � ♦ � � � �-/ -� 7777_ _ \ ��`\ i \'} ` 10' MIN a \\ \�!% - ` \`\\\ , \ ,!' \\; v / -� y k SEPARATION � G � s ���O �, dy POTOMAC Q w W Q. � ��v RP�URN 0 LEMON EE 8 CREEK egg .OUTHVJ00D 1A2 ee G�PDE by j �s� ao LAURA �`��, ��6 00 6 LANGFORD 0 C-AQINF Z T W WCKIA Q VICINITY MAP $ SCALE: 1" = 1000' ROPOSED PORTABLE BUILDING' FOR CLA ODMS APPROX. 1 �, \ \ EX, FIR LANE STRIPING 500 SF, ;� \'\ EX FLOOD PLAIN �� .� \ \ \ WITH POSSIBLE W R AND SEWER SERVICE �' F\o ���\ 2� �-' IN PLACE FOR ENTIRE LOOP 2: o \ H \ `- to \0p `(eoi \ �onsi Asphalt Pavement I _ - \ (NEW PORTABLE MAY NO AVE REST ROOMS) rax m survey ��� \ ; �� \ / j/—� , \� � , �� ,�tiS 15 HEIGHT US FOUNDATION t o ` \ - - - - �- _ - -- - - - - - - - - - - - - - - - - - - - - - -- -- ,�-\- 10Utilit ae�_C rb -------------- _- - 1 \ N 44°32'14" W77.77 Approximate 100 Year Flood °��y EXTEND PRIVATE WATER & SEWER FRO EX B G �� ° Conditions Hazard Boundar Existing �� k`ne sem"° Fr L_O v SERVICE TO BOTH UNSERVED PORTABLE' 0 / c Sewer ° From Mitchel & Morgan Study) REMOVE E°��REES ham' cevl- 12') �0„cce`e\''� LEMON TREE ADDITION �. ) WATER: 1.5» SCH 40 PVC ' dge of Brush $ . `� �e� \ \ \ °�`\�' °G`� '\ \ AS N EEDED� o /'� BLOCK 2 j » , 371 121 SEWER: 6 SCH 40 PVC, 1 i SLOPE; 100 NEW l FLOOD PLAT EA/PER PENDING j ' C/0 SPACING ZONE R-1 °� ,�`O09i 11` �.. Y MITCH L L & MO CITY OF COLLEGE STATION � .. LEMON TREE PARK CALLED 9.95 AC ZONE R-1 o-�IN I I 0 NOTES: 1. City of College Station, Crawford Burnett League, A-7 Brazos County, Texas. 2. Zoned R-6 3. According to the Flood Insurance Rate Map compiled by the Federal Emergency Management Agency for the National Flood Insurance Program, Community Panel No. 48041CO144 C, Brazos County, Texas dated July 2, 1992, it appears that a portion of the captioned property falls within the 100 Year Flood Hazard Boundary. The 100 -year flood elevation is 274.3 per FEMA FIS. The existing conditions flood plain is also shown based on the Mitchell & Morgan study which just clips the Southwest corner of the property. 4. No grading is proposed except for minor leveling. 5. _Stormwate_r drainage impacts from this addition are p insignificant. 6. Fire flow for 1500 SF, Type V -B = 1,500 GPM from 1 Hydrant (Existing). 7. Building setbacks: 25' front, 20' rear, 7.5' sides. 8. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right of way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 9. Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a meas that the projected cone of light does not cross the property line. / PARKWAY P ADDITION .6 - S 46°04'25" E 127.70 -1' \ P1 \ \ I �� Fence ' �Os�`� \ ` I I 4 1; \ -- .-.\ 35555 137�o�r° ZON R 6 �� I i. o i I ti r 1 ��� p1 CD o \ \ � �� Off• PA'KWAY BA j �S ORCH PARKWA P rAQ61T10 w Q Walk �( I I I PHASE 41 O C -J,! 1 �—� I� (, LOT 44�J�' Oce. 1 1 0+l 10 ZONE; ti I S 46°04 25 E — 399.40 - _ I o �,� `� . _ — — \ \ °�' - "�• �c \� \ — — — — — — — — bs Shru. -- — — I 142.00 7.7 77 �_ — - 12" CMP o� : -G ; ���\�� ,€\ 1' RE L \ \ _Q° _ ®®_—_ 0 -12° CMP \off c e�� X12" CMP Q (� , i /�\aV PING Q \ F�`' ��Fc°c \ �Q - - --- 4 '\ Qj Q 'N �; ent �0 \ <�: ,� eco p� °' \ zv �`� '\4 \<� �� CQ » » % ��� `\tv�� A� EX BLDG A 0; ? „7 396 SF 0 30' 60' CITY SITE PLAN PROPERTY OWNER/ENGINEER: PARKWAY BAPTIST CHURCH STEVE DUNCAN 1501 SOUTHWEST PARKWAY COLLEGE STATION, TEXAS 77842 979-731-8000 LEGAL DESCRIPTION: PARKWAY PLAZA #2, LOT TR 179.5 6.215 ACRES 2184/92 DRBC ZONED R-6 DATE SUBMITTED: 05/28/2010 FOR SITE REVIEW 2 J0 \QQ \ ,o ,,' =! EX WATERf \ \ 1 Z METER (A'"/ P ) ---------------------- Q (V� � '��' �', \ / � '"y oda ,-�" l Q ` \ Q 1/ \ p A o er °'erg P0\ \ � ---`�01 G �� ✓\ �,, BLD B C6 .. / � `� � �� 4,39 SF 161 �N`�' -� ' �� EXIST ASPHALT '' a�� / Geo \ ' \4 10.100% coverage of roundcover, decorative paving, decorative 9 g P 9 2� g PARKING Q�� \� ,�G rock (not loose), or a perennial grass is required in parking lot islands swales and drainage areeas the `� Q `�2\�\ g parking lot o � \ C setback, right of way, and adjacent property disturbed - --\ 1� 1*\� y - Burin construction. EX ELECT PRIMARY, \\ g NO CHANGE EXPECTED wl a 0 o \ �,. � EX 1.5» WATER y� Q '`,, \N a• WUr 3� \\ SERVICE LINE \ \ " 4�� \ - .- � Qti`� f tip` \`°' �� `'�\ •\\\ � ,.,,,°, 4' \ . ,..�crj ,% r - -/ if - V ` I'v 8 ,\\ °ter 16`Q -EX TRAI48FORMER Q �° �- WITFaMETE I s �\ ' \ , \\ CITY TO UPGRADE-`-- `—� IF NECE§SARY PARKWAY PLAZA �/� F,. _.._ 1, �� �� a e PHASE FOUR - BLOCK 4 EX 320"�(*WIlk 377/759 r ' \ WITH BEST ROOMS ZONE R-3 °t; � _!� / kf �" •�, �! �� L) � VICINITY MAP SCALE: 1" = 1000' EX 6" SEWER os• \ 1 `� EX HCAP' i \/ \ F 0�' \ / SERVIC_E_____�� t a� � / RAMP \ �,��\ ;' d � \ � �� 5, EX. EL E TRICAL SERVICE' h-��'°--= \r \ •f UPGRADE F0k--NEW BLDG ::J �. v BUS.6 ca Wim -TE DEMAND \ \ MINIMUM 0 GPM MAXIMUM 1 0 GPM AVERAGE 1 GPM SEWER DEMAND MAXIMUM 1,400 GPD Q LAY OF-.pOSE r SP�'Pa EX 1500 SF t PORTABLE \ \ \ (DP 08-29) \ �i ` \ \\ \ 10' MIN Q S s. \ 7 7 V' W o P�BUFtN RU w 62 Q0 00 6 ucni n SEPARATION ROPOSED PORTABLE BUILDING ; FOR CLA OOMS, APPROX. 1500 SF, �,� \\ ,'EX FLOOD PLAIN WIT14 POSSIBLE W R AND SEWER SERVICE F\o '�\ 2 ' \ 0C3 � eor ns) / / Asphalt Pavement (NEW PORTABLE MAY NO AVE REST `ROOMS) roXmFte , Survey EI\• r � 5' HEIGHT US FOUNDATION F P azo d 0°u` orY l \; / ----------------——————— — — — — —— — _ — ��\ _ 10'Utilit Ease — wrb - ----------------- N 44°32'14" W 2477.77Brush Approximate 100 Year Flood �y END PRIVATE WATER & SEWER FRO EX BLD( Hazard Boundary (Existing Conditions From Mitchel &Morgan Study} REMOVE Eo�TREES G SERVICE TO BOTH UNSERVED PORTABLE LEMON TREE ADDITION AS NEEDS o WATER: 1.5» SCH 40 PVC BLOCK 2 �, �' ,A �1 SEWER: 6» SCH 40 PVC, 17 1 SLOPE, 100 M 371/121 `', r C/O SPACING ` ZONE R-1 r NEW FLOOD PLAT , 76E,� E/PER PENDING / , L`Ohf� Y MITCH L & MORC 1aQ CITY OF COLLEGE STATION °o c Ge LEMON TREE PARK CALLED 9.95 AC ZONE R-1 , o N' \ti \ \ 5 I a� i rIQ 12,34 \SF C ' l r- -o,\ - \i �\ EX FIDE H\YDW 1} EX WATER�� itETER (»C�)-''�\` PNER TAP \ t�V \ \ EX 6" SEWER \ t EX DU �� SERVICE „ �,'� ^ EX FIRE LANE STRIPING IN PLACE FOR ENTIRE LOOP ,Ner 12" lay e rush O E °t CIN.00 A,°' �1z�l�o PARKWAY PLAZA ADDITION�p� I ► 6 46'04'25" E 127.70 \ P E\ 1 a I ti' Fence 1 7 P � I 1 i�°moo I `L 1 - � ocr� ,'►j tz 0 o, PAR KWA P l4w-``' 1 , I Q walk I' , 1 \ ,;� 0 0,1 o T Cc LOT oONE �;oe ;, �,°`c��o�` l o I I ,'_ I I 3 ��`�� '`�`� o ► " �--+—I— -_ --------1 ---- -� -� ,• - U'` \ q'o,\o ��� c�o� oC° _ - - - '25" E - 399.40 - _ - - ° Y r•- _ _ ° 0°+ L PARKWAY BAPTIST CHURCH �\ \\°�.�'ti (��� �__ --,,� 460 lbs ..,...- _I 0 - - G�����' `I STEVE DUNCAN _ . - . - - - �"�"- 12CMP _ _ o 1501 SOUTHWEST PARKWAY \ \- o lectric Une_ - - - _ _ _ 4, ' FIRE *,,E IPING \ _ - - _ 1z CMP _ _ _ _ _ - - - COLLEGE STATION, TEXAS 77842 — �—�." 'C "._--- _ v V _ Rte. '/ '`Q' � O- F°`c° me�ti :. CM� %_,/=� ``�`' � -- a �' 0°+ Q `Q`y `Q`�° �� `3 a oy� q a �O v �.e' 979-731-8000 e 12 _ —�-fl 0+ c�, Q ti O Opti ��,0 �� O `` o F, ' 0 �/ `�� ° �° vi�\�ty E°s oQ Y - - - - _ _ - - = - - - , r �F. o Fo ocr°° LEGAL DESCRIPTION: _� 811- �<`' O`c3 �`` O ��e4 w �`<' tea° \� ��� . �, PARKWAY PLAZA #2, LOT TR 179.5 �ti�' O�� a�` 6.215 ACRES %,,►; ! , / 0°+ �o o,� Q,ho4P° �� ,� / \ ,• �Lo 2184/92 DRBC �° �° �- 1 \ ZONED R-6 �e o �J. 11 16 b O 6 Q t \ /' asem \o_ r .� `L q en J \ i ' • d E, �*'%A) ��� ,�� ��• �� ti �� Q O q ,�� q t Q°vel e- ��i ^�•i cod DATE SUBMITTED: Ex ` `� A. f �� ��� ��`�' q �``�' �, •.w ,, „ �� y \\ �ti 05/12/2010 %�. ti Q h q ,� q p EX BLDG A �J0 \ FOR SITE REVIEW 1 7,396 SF �� \\ \ Q - k / d9e at 6 i �O �Q`• �e /� \ �� i \ qO� ` SEX WATER i O _ � METER A - - -- - - -- -- _ \ ° _ q 0 61 161 1k, O \ Q� •'�\per t0 ��� Qll /oJ„ ewer ane aG O � Q 0 � `� - \ ,,� .- _ 4,390 SF \ � , -o • ., . QC5 410 Ob i ©�� 00 neo / // f EXIST ASPHALT � oc ; E PARKING Q� �.�;,� '\. ELECT PRIMARY, �� \ Se°�``° ` a ♦CP NO CHANGE EXPECTED l•J \ . ` EX 1.5 WATER z SERVICE UNEEX B \ y 12,34SF0 6- k.Of ersh qA4P 0 o0111SFORMER • Q ��, PHASE UNE CITY TO U RADE o F+ `Q� PARKWAY PLAZA �o, PRASE FOUR BLOCK 4 �,o �`'� EX 32 �� ° / /� o EX 9 . 377/759 � o9P .,•-...�.` � O �� EX WA �' / W�'i BOOMS \ " ZONE R-3 �f%t _ �`� D 09-36 Fe��e r� METER EX ER TAP 6" SEWS o . '\r►EX H ' RAMP SERVICE a a. .. GfUPGRADE FOR BLDG / CITY SITE PLAN' PROPERTY OWNER/ENGINEER: 01 1 61 4 1 7 1 81 ff I CL 2 Q VICINITY MAP SCALE: 1" = 1000' WATER DEMAND MINIMUM 0 GPM MAXIMUM 10 GPM AVERAGE 1 GPM SEWER DEMAND MAXIMUM 1,400 GPD 001 �� 'r � • ,�� �iiiirr - o e� �IV ,.! .all J \, /a- �-U slmm� i, (NEW PORTABLE MAY NO VE REST'ROOMS) I,SuNey Ei �� roX,m tea p0a 4,15 HDGHT US FOUNDATION a t,oZ d B y ` — — — — —' —..►. ---------— — — — — ——— ———--------- — 10'Utilit .�� N 44'32'14" 77.77 1 of Brush ApproArnote too Year Flood Conditions �� D PRIVATE WATER & SEWER FRO EX BIDG Hazard Boundary ( Existing & Morgan Study) �� SERVICE TO BOTH UNSERVED PORTAB LEMON TREE ADDITIONk From Mitchel REMOVE E%�o� EES WATER: 1.5" SCH 40 PVCBLOCK 2 ASN N 6" SCH 40 PVC, 1% SLOPty ' 100° 371/121C/0 NEW OOD CVSEWER: PLAIN SPACING --�' ZONE R-1 _ CITY OF COLLEGE STATION �° Q �,�a ,�.. 00 j °,�� LEMON - TREE PARK aye '' : -- CALLED 9.95 AC Vol `Q ZONE R-1 .! ' •• .. ' . ' • ` : •"•r• to Se ,►�, ei ♦ Qc,.,`e Clo Sewer,..►` .. Brush Edge of 00 q G0 000 � tioo1 •"•r• to Se ,►�, ei ♦ Qc,.,`e Clo Sewer,..►` .. Brush Edge of 00 q G0 000 � tioo1