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Drawings6918, OPg. 231 \ / '01. o P n 516°9 0 \ / 00 _ I 101 - - \ \ / 1 R -i 'Con.a7-44-L I - \ "'M ..1 / \ / / If 13• f/ / ;, S 51 10 16 E 158 30'' <,•<,,< I / / ' X562 F _-U3.9. 24.4' \ I l to I \� •26' k-to 23461' 1A, 9.6' o I \• 2 N I Y) Dumpster 102. 0.8' \ (1 - 8 Yrd.) h 11.99' 3 N 6.2 \ cfl 98 : \ ao IqI \ c Bridgewood Subdivision, Phase 1 __� 107.` Detention Facilities VICINIT Y MAP / � / �- ___.-_ ------ ►► E 355. w '�. c6' N. 'r `� .y. � � \ iNa! �tJ% 5 20 a' O r� N r V 24.87' o \ park S� 2° N 2 ! 1 Fit O C k , 1 0 11 0 I I \ ' GENERAL NOTES: jCtm �• N 40) .G o Z6o / / 3 1 R� .. �/ , - \15.14' 4 1 �. 8 N �' \ 1: ZONING: PDD _ H►iU (S W Varies26 I 8 �\ f 11 O I I Refer to Ordinance 2013-3512 & Revised Concept Plan Project 13-238) o i 9.3. / / - R•O' 9 - 260 o `�• 3.36' w � 17a N \ I 2. Proposed Development Type: Townhomes P 1 - n 44Z•$ N!7 �� 3 28.0' 28.0' 22.1' 22.1' 34.T Future Bridgewood Subdivision, Phase 1 �8_ ' �_ 1 ,yam 9 Proposed Number of Lots: 78 Lots 9_ - 9. •r 5.6 d , o c� 2 /�vJ - 4�s 4s 35'37" E - 144.14 G 10a.2' �, BCS Development Co. Minimum Required AverageLot Size: 2,000 SF _ 4 r r. . ,r Public _, I _ -- -- / 5 - _ _ Alley o� . - _ l _ _ __ _ _ _ _ � � , �•� __ - � .., _ 5 _ ,. �'. 2 917 SF / _ _ -. 1 ,.�-' .,.M ,. ,.; 3 / " VolVo% 6984 F . 42 � ____ . Firo osed Average Lot :Siz , s S 46 35 3 - �-�g 4 1 CW 7 E 149.97 24 R.O.W. 8 \ `-i2 _ J -$ 63.0. 1 ,� •, D Minimum Required Lot Size: 2,000 SF I ' cio 6S _ . __ . J J Zed. PD q 5.19 22.4' 2s.o' 2s.o 20.0' 20.0 35.5 = Vt - Proposed Minimum Lot Size. 2 009 SF J - -_-_ ---- --_... --� J 213.41 25• , £. o 2 0 5 �� ,�• �- A, _ � P , �_ --`." - -- •----- __-� . 1 " !� I - '� zl,-'�"� l �, \ O \ t v . 2O fJ / „ w Z k ay.'` :.. k C G� � y: / ---, -- � 4J '¢2 � n �� 3 � � 1 � 05 �W • $ �k -- � , � � � �;•< " ...- - - • . 2 N 51.10'16 w - 64.80 54SD / TI \ Maximum Allowable Density: 14.0 Units Acre ' 54SD / Lot Density does not include Block 11 Lot 1 8.9 Units Acre _ / S 1 V 6o g�'� N 68 066 3r 54S 54SD 54SD --- / y ( ): / lO o 2 3°58<s , 'n °': ry� 5 '1 '1s" - s •6 ' coo V ✓ 4. The building setback requirements are established by the City of College 1 \R _ I Station Unified Development Ordinance. .... 3 Ext. 20' P.u.E. Ez 26.0 egg$ `,�+ �2 ' $ i 5. Right-of-way acreage: ±2.95 Ac. / • %� Vol. 6918, Pg. 231 ..^` • �/ d 5 �\� +y r / x 3 1 2 3 G •4 0 5 _ 8 o o �? N c i 6. Parkland DedicatlOn:g Fee in lieu of land. - / 6 �w \ L Lr 2 sCJ.,y L s/,ter fz ,'� s „� O NI 1 Parkland _-- ` 5 A {;r rc 10.2' `� 7. Sidewalks: Sidewalks are not shown for clarity, but shall be installed in 134. 8 -- \ y 35. lic e Co I a i , E `� N Ub W. I M o I accordance with the current Unified Development Ordinance, Section 12-8.3, 53'15 41 I , ��'.; P , R.o y ��.:, Tr z ] a I L 1 2� y I t, r Bl oelf 5 101 s' o ( K. Sidewalks: Sidewalks shall be on both sides of all street except around S J _ /' � _.--_-= / S +r � Q• - � � ----- -""' ) ,#zw2q• o; 27.2' { � �.. ,., ��; '� f� f $ �- • • - - .� • • _ . , o I 2 I �O � ` the bulb of cul-de-sacs. „c121035s '� I N N I I I I / --f I / ✓ 54 .Q N -4s' n 8. According to the Flood Insurance Rate Maps for Brazos County, Texas and l �, 44 M 35.5' 2s.o" 26.0' 20.0' 20.0' 2ss'= - .ry n cn corporated Areas, Map Numbers 48041 CO325 E, effective May 16, 2012, ( 54SD 54SD N 46'35'37" W - 277.14'--548.6--- G a o 101.6' o 54SD o , I : 3 N this property is not located in a 100 -year flood hazard area. I d O I I I \ 9. ORIGIN OF BEARING SYSTEM: The origin of bearing for this tract is based on Aurora Lone O z N g g F 50' R.O.W. w 1016' o Z I I I the Texas State Coordinate System, Central Zone (NAD83) as. determined 50'x25' C.A.E. \ / I - - " - _N 46.35'37" W - tgg,48�_ - � � � �; o I ,¢ � �N � � ( from the position of found TxDOT Concrete Monuments with brass disks \ \ r ci ^h 24.0' 2s.o' 2s.o' 2a.o' G�- e q N � \ I I along the northeast line of State Highway No. 40. 2s o' 20 5' `� M8 N 46'35'37 W 193,14• $ 10. Existing ground contours are based on Cit of College Station Aerial Mapping U 20.5' 25.5' m g �C i' 26.0' 26.0' 26.0' 2s.o' 20.5' 20.5' 18.6' o m o 1 101.6' '� I I Program (2011). y P 9 9 P N m \ I I I 11. Common Areas, Open Areas and Landscape Easements shall be owned & � / ,� s,. rf. Q� � k� - 3� �,' O I maintained by Homeowners Association. \ \ Emergency Vehicle Acoess �' 0 0 b 0 1 I 1 I I I =� `r ;� 10 •s �? „ / I I I 12. All Open and Common Areas shall be Public Utility and Private Drainage Proposed Grasspave2 1 2 �; 3 ¢ 5 a o 0 3 �, W - o �N w_ Easements, unless noted otherwise. and Gate w/Knox Box. rn rn rn rn ais 067 Co 8 O o o I I N 7\ I rn / rn rn ; 3 r7 1 ao 2 ai �3 •¢ .o .o b 0 I \ I P \ �I 13. Abbreviations: E zi �O •. l \ I I �: /I Q o I � o 5 6� 7� W ;� 10 s' N \ I I I C.A.E. -Common Access Easement o / / 1 Cq 25' P.D.E. i - - J_JIOCCl / - -- -I Cc,\ �� .. 8 I N 1 , I �n P.A.E. -Public Access Easement / Blael�1 `� - _ . I N I I P U.E. -Public Utility Easement p \ \ ° z 3 J N rn 101.6' ^' ° °D _/ Z Block 4 - - 1 1 °i I P D.E. -Public Drainage Easement 4i C9k, \ l to M 44.8' 26.D'28.0 20.5' 20.5' 25.5' / ` M N H.O.A. - Homeowners Association I o S9 qw' °.• Dumpters N. o S� -- --- -- --------- --- �� o, 25.5' 26.0' 2s.o' 2a.o' 26.0' 20.5' 20.5' 36.T yz 8 (2 - 8 Yrd.) I I I 14. The proposed Townhome Parking Requirements for this plan will be to provide 'tc,i .t `Pub/ic Alley s 4x'35'37" E - 219.33'1 Sg G 3 % °•o N ° / i g S9 S9 1-- • . - .. - . 27 wide back -of -curb to book -of -curb street and allow parking on one om e 24'Ro.w. i Dumpsters S9 -s 4635'37" E - 213.23' -S9 -ti Gti� I Ide of the street only. The Townhome Parking Requirements as required by I ( ) P 9 ' l S 46'35 37 E 488 02' (2 - 8 Yrd.) Pub/ic Alley S9 c 6 S 46'35'3Tr- -"-5.66'- / 53.1'\ 26.0' 26.0' ' 26.0' 26.0' 20.5' 20.5' 35.5 34,5 \35.5' �� / I I Section 12-8.3.W of the Unified Development Ordinance will be achieved by 24' R.O. {t! - v - - Lu � ¢--- 6S o 6S --____ 6S / I parking removal with platting. / CO I / 26.0' 26.0' 26.0' 26.0' 20.5' 20.5' 39.4' Variable Width Public / o+ ' h S 46'35'37" E - 90.90' 6S - N i G 6S I 15. Each lot shall provide a minimum of two (2) trees of at least two orches 2 Drainage Easement / W - - . / o _ _ S 41'1 6 / I 1 / / ( \o' o 1 , / BIOcI�- �� r o0 1 43.1' 26.1 21.T 5'56" E .132.89' ao ( _ S L' (2y) in caliper or one 1 tree of four inch 4" caliper per Ordinance No. 0 / p m I 8 o o I °r \ Block \. 4.4, 26.0' 20.5' 0.5 N O� S 3222. // P P 266 P ( ) l ) / V) -0 0 0 0 I k 1 ( - ' -' - 2 �•s' ►; 16. The legal documentation establishing the H.O.A. will be submitted prior to the 8 °' ,5 °' ¢ rn 3� 2°�' 1 'W ` r,; WI o co 0 0, o 0 o I r'� I I filing Of the Final Plat. 1 - / N 8 7°° 8� 5� \ I 15' P.U.E. I I� I 4 3 2 17. This property lies within the Spring Creek Sanitary Sewer Impact Fee Area. 50'x25' C.A.E. / d N m rn rn rn r 1 "o` \ I I / 5' P.A.E. N �� 15' P.U.E. 1 �n I 18. Unless noted otherwise, the following public utility easements shall be 15' P.U.E. / 6• ----------- , '. N \ 0 2•;t i< 3 0 I I I 'rovided for each lot: 5' P.A.E. _ ._ _ -'e - _ - - po...'1-71- - - - _ z 's 0 4 5 io o ' �► / ' a m °° P , - - - �, - 1 ( - - - - o 0 8� A. 5 Public Utility Easement shall be provided along the rear of all lots. 6S �'S - 6S - 6S- - 6S v 19.6' 26.0' 26.0' 26.0'- 20.5' 20.5 z - 8.23' - -1 --1 0 %o q ' y P 9 S - - - 2s.o' •35.5'- 8 n / I B. 5 Public Utility Easement shall be provided along the, front of all lots. 1 - I I I - - - - - -- 6S 6S 6S �-- 6 - • - mm -` x , „ t y - 34.5 z . -35.5 26.0' s.o' 2s.o' 1.4' �0 19. Possible Relevant Easements as per Title Report GF No. 28265. - 6s 6S 6S - - - - ' - s N 48 49 18 W - . 2s.o' 20.5'-12.3' 22x3' Gti - _ �OG' 't o exact _.. 2 -- ---rt===-=_=_-____-__-___-- 6 ,•_• . - . - .- • - - • - � � ,. __ _ - s Blanket Easement, 35 30 with n ---------------�----------- -- ----- N 46'35'3 ----------------- ;.,:.:: I - 593. ____________________________--------------------- ---- _ ..,.� . 58 57 W ----------------------------- 120.71 ----------- ------=____________- - N 50 ----------- I __________________ - - 7" nt 0 P 1 I N� 406.91':., � ,���, :,,- � ., , , ---------------- / _ 2064'. 2 I J 98.40' ---------- c: I I with o exact ._ o ------------____________________________ `- •..... Texas s Blanket Easement, 47 g , Bryan Texas Utilities g. �C1 � ..� , s.o'• -2s.o� � h ' / \--------------_--_ "'_,�-��-.. `26.0'- gi B I V• cation described. -- • , '26.0'- • • 0.5' I =-------- ------ ( / I Bryan exa U I, e B P .267 w' n ti 'ti nt 9 oc described Future W S. Philips Porlwoy _ ________ _ _ ___�__ -� 422 ° 5' 35.5' 0) I I 20. ownhomes with access to a public alley shall only have driveway access via - � - - � ..•-x. - % �__________________________�------------------_____________________�-______________-=___________ -_____________________________ _________________------------ --18� 85 "��;; > � �..�. ,:. � . �1'e alley. R.O.W. Var/esHCS Development Co. \ _ _ _ me nits all face a blit o have Vol. 6984 P . 42 _ X � ;- ----------------------- 21. �ownho units sh fa the public street t which the h e fronto e. �- -uta--9--i2t �E DJ= _ QE--OE�-9E _O€ (fiE-OE ' \ \ Future W. S. Phi/h s Porr�wo _________ - 22. he dumpster pad and enclosure areas shall meet the College Station Site -�- \ p y QCT `_______-__� esign Standards including for interior clearance and enclosures facing a - R.O.W. %e ��¢'D�� Development Co. _ __ _ 23. Construction, including solid fences, shall not impede, constrict or block the _ 1 p \\ I I I ` ____-_ flow' of twaterr'inh a public drainage v easement. shall i - - / -- - - _ - - --T`- D 0 D D 0 0 D ; LINE TABLE LINE BEARING DISTANCE Lt S 51'24'07" E 11.84' L2 S 1.11'24" E 61.80' L3 S 41'15'56" E 72.23- L4 N 46'22' 10" E 52.36' L5 N 38'49'44" E 10.13' L6 N 46'22'10" E 49.06' L7 N 38'49'44" E 16.45- L8 N 47'28'38" E 34.95' CURVE TABLE CURVE TABLE CURVE CURVE DELTA RADIUS LENGTH CHORD BRG. C1 5'38'53" 1524.78' 150.31' N 43'48'58" W C2 11'58'37" 968.50' 202.45' S 34'33'20" W C3 88'28'24" 30.00' 46.32' S 84'46'51" W C4 4.48'14" 1031.50' 86.48' N 30'51'37" E C5 79'51'21" 25.00' 34.84' S 6'39'56" E C6 28'10'43" 18.00' 8.85' N 57'29'45" E C7 111'43' 11 " 18.00' 35.10' N 1Z27'1 2- W C8 28'10'43" 18.00' 8.85' S 29.19'01" W C9 68'16'49" 38.00' 45.29' S 7T32'41" W C10 79'18'39" 10.00' 13.84' N 6'56'18" W C11 6'06'42" 500.00' 53.33' N 35'46'23" E C12 94'34'38" 25.00' 41.27' N 86'07'02" E C13 8TO8'16" 30.00' 45.63' N 3'01'29" W C14 1'48'40" 1031.50' 32.60' N 39'38'19" E C15 94'40'23" 25.00' 41.31' S 86'04'11" W C16 89'59'56" 10.00' 15.71' N 1'35'39" W C17 89'59'56" 10.00' 15.71' N 88'24'21" E C18 89'59'58" 10.00' 15.71' S 88'24'25" W C19 90'00'02" 10.00' 15.71' S 1'35'40" E C20 85'25'21" 25.00' 37.27' N 3'52'57" W CURVE TABLE 18SD CURVE DELTA RADIUS LENGTH CHORD BRG. C21 94'34'33" 10.00' 16.51' N 86'07'04" E C22 85'25'21" 10.00' 14.91' N 3'52'57" W C23 88'09.14" 25.00' 38.46' S 89'33'13" E C25 94'34'39" 10.00' 16.51 • S 86'07'03" W C26 85'25'17" 10.00' 14.91' S 3'52'58" E C27 94'34'39" 25.00' 41.27' N 86'07'03" E C28 1'33'47" 550.00' 15.00• N 38'02.50" E C29 91'33'45" 10.00' 15.98' S 83'02'49" W C30 90'00'00" 10.00' 15.71' N 6'10'16" W C31 90'00'00" 10.00' 15.71' N 83'49'44" E C32 83'55'24" 10.00' 14.65• S 9'12'32" E C33 7'21'37" 550.00' 70.65' N 29'04'21" E C34 5T00'33" 25.00' 24.87' S 53'53'49" W C35 30'36'37" 50.00' 25.71' N 67'05'47" E C36 15T59'47" 50.00' 137.88' N 53'07'52" W C37 4'06.45" 500.00' 35.89' N 25'22'18" E C38 105'58'43" 1 10.00' 18.50' N 80'25'02" E Legend 18SD 1 8S Storm Drain S stem -8S-8S- -Sewer Line w7approx. size 8W 8W Water Line w/approx: size 8S - Ex. Sewer Line w/approx. size 8W- Ex. Water Line w/approx. size Boundary Line PLAN Existing Contour Line (2' Interval) • Sewer Manhole �03 Fire Hydrant Storm Drain Inlet ❑ Storm Drain Inlet Common Area - ARRON CROSSING i' I I R V7SED PRELIMINARY PLAN - ARRON CROSSING i' Phases 1 & 13. 404 A CRSS II out of the SOB R T . STEVENSON SURVEY, A-54 ' COLLEGE STATION, BRAZOS COUNTY, TEXAS i June 16, 2014 Revised. • Ju/y 17, 2014 SCALE- 1 " 60' i Owner: BCS Develo 4090 Stater College Station, (979) 690 Engineer: ment Co. McClure & Browne Engineering/Surveying, Inc. Highway 6 South 1008 Woodcreek Dr., Suite 103 Texas 77845 College Station, Texas 77845 1222 (979) 693-3838 LI Firm Reg. No. F-458 ' I�✓� g 14 10530027 -PP u i /r Zzz \ / (/ / / _� .�g � °�°� �{• �'P ill Ext. 20' P.U.E. Vol. 6918, Pg. 231 aFP vt� �o°° E . 830 15_.. . / � „�.,, � 24.4' \ `� _� � \ � // G �� rz"rs'✓..rF'&rsy f` �� �I_.: i a.:' 2 , I 112. / I I zt .., 0' "i «£ C36 ?R, 9.6' co' / I DumpsterN � I ' 8 Yrd.) JT 102.1' o I �ff/ 98.0 a4 _ �c? r rr `` Bridgewood Subdivision, Phase 1 VICINI Y �6 r7 8 \ ag 107 c V 0m 9 Detention Facilities MA ¢ �5\ r �r� u 5 O parkway 68�Zp5 2 N o,� o 24.67' \\ / 02 , N 112,GENERAL NOTES: tilt o / I I �. 44) � Z6° / ` �r> *�• _ B1� \15.14 �F 3 "+. N `^; � 1. ZONING. PDD / J > ��iaM (S'N Verjes 6'0 / ; \ I (Refer to Ordinance 2013-3512 &Revised Concept Plan Project 13-238) - _ -- R,O•W' / , 6� 2 'r`n 8 .� a� i 9.3' 3.36' �, No , 1,� g' �o I - _ 7 w1 7:% 7 N \ 2. Proposed Development Type: Townhomes �� 3 28.0' 28.0' 22.1' 22.1' 34.7 , q�► �,� 81id ewood Subdivision, Phase / _ roposed Number of Lots: 78 Lots / -_ 9 5 I I inimum Required Average Lot Size: 2,000 SF I�/ 23 --5.8' o i o 26' p�W 44S 46'35'37" E - 144.14 G J 108.2' 1n 9 c roposed Average Lot Size: 2,917 SFS Pub/ic A//e I o� N poi f'9 / _ - 12 ,� r N 3y5 / y ¢ S 46'35'37" E - 149.97 24' R.O.W. 3-3-9 \ iS 63.0 it.. \ 1 in / r 1�W 8 ' \ Zoned. PDD J / - O , y / y -� 8 r g� c, 6S _ - - I- _ inimum Required Lot Size: 2,000 SF 0 �y qW 66 41' 22.4' 26.0' 26.0' 20.0' 20. / p 6 Q' 35.5' a Vt Proposed Minimum Lot Size: 2,009 SF ` Jr9 �'4` / �� n §> u�' 1 r Zpy f}W ,$,�+qi e - �' N 51 10 1s W - 84.80 54SD Maximum Allowable Density: 14.0 Units/Acre / $ - e C 60 $i'� N 6� 0�8 x (- �I 54S 54SD " 54SD - -- 54SD - / / Lot Density (does not include Block 11, Lot 1): 8.9 Units/Acre l0 30� `,, ,�I --- 4. he building setback requirements are established_ b the City of College - "00 e _ . _ �`- = - 1.: T 9 _ 9_ J` _ Y 9 n. _ - -- o-Unified-Developmentng _ Lq w ur. o s ,... .. . , __ \ � �, � < 1 �tation Ordinance. _ .--�� ---`. - m , _-.. 1 a,--��: ,. ...uE ....M�x��� n �,• ,�..� � .- o o � .. _... --1 5. Right-of-way acreage: f2.95 Aa � F % �•_ Ext. 20 P.U.E. ��`---- 26 _ � g Y g 1---� / Vol.6918, P . 231 x� .;eye ✓ s, s",.:.' fs,r r 0 2 .- 3 o e� / / / $ '•j�-� /� g ¢ 0 5 0 6 o Ilk o 6. Parkland Dedication: Fee in lieu of land. •j / /- \ r :;; IeY {° , \'- °DI I N 7. Sidewalks: Sidewalks are not shown for clarity,but shall be installed in J - - 34.68 ---- T -7 ` 3>., 55 •ii :i' i dS', *' fa...s:.. i fig�;�.,F+"ixz;.s£4v-'g CO to 10.2' I L ()' (n 41 E \ _ _- 3 bli yg}� N I 'a accordance with the current Unified Development Ordinance Section 12-8.3 ...-S 53' 15 ' rN r' _a,E'� PV W ''".a," ? " a. �' . d,Frz s �"~rl z + L 1 �' R•:::. �, I."Is£r 1 v'd r BIO %�- 101.6' ( I p 'C'� £ z e:- Ct1 o \ I K. Sidewalks. Sidewalks shall be on both sides of all street except around ep I' 2 Ale bulb of cul-de-socs. I.I / ✓• i , h;,:,: r 3s I I I 8. Accordin to the Flood Insurance Rate Mas for Brazos Count Texas and -- f 54 D 5NRtY _.-444.3954SD 5 2s.o" 26.0' 20.0' 20.0' 28x'- ,ti I g Ma Numbers 48041 C0325 E y v 101.6' o I Incorporated Areas, p , effective May 16, 2012, 1 / l 54SD N 4s 35'37" w - 277.14'_- 5458- this property is not located in a 100 -year flood hazard area. "" --54SD O �� ' J N I I I P P Y Y I N �� \\ .$��4et A Z N 9. ORIGIN OF BEARING SYSTEM: The origin of bearing for this tract is based on 50' R.O.W. 0� 1o1s' o Z I he Texas State Coordinate System, Central Zone (NAD83) as determined - -.- _N 46'35'37" w - 198,46'_ IP ,¢ iN w from the position of found TxDOT Concrete Monuments with brass disks \ c0 p I I long the northeast line of State Highway No. 40. 24.0' 2s.o 2x.0' 26.0' 28.0' 20.5' -M8 .0-��g N 463x'37" w - 1x3.14' ,, $ N " I 10. Existing ground contours are based on. City of College Station Aerial Mapping - - 20.5' I 8 C cn ` 26.0' .20.5' 20.5' 18x' o�,Q �D m � � 101 s' � � N $ � ` I I I ; rogram (2011). %O 1 \ \ �Ci. o o i N 5 tJ 0D 11. ommon Areas, Open Areas and Landscape Easements shall be owned & �� ® "--j �, A i aintained b Homeowners Association. n -I Y "Cod 0 0 0 1 I i i �� g ;� toll' 0 0 12. All Open and Common Areas shall be Public Utility and Private Drainage q I 25' P.D.E. 1 2 0 3¢ 5 6/ 3 w c 6 \N W_ / Easements, unless noted otherwise. \ I °p 00% ao 8 :� 3 1,.. \3 ¢ o 'o q \ •I N { \ / I 13. bbreviations: /ICQ N � ! I 0 2 0, m. 5 66 76 w � 101.6' N I I I C.A.E. - Common Access Easement N •� , N 8 R N 7 con P.A.E. - Public Access Easement ° / Block \ ' Z '� Block 3 - - a :. _ . I N I T P.U.E._Public Utility Easement Bloch 4 '°' 6' I 1 P.D.E. Public Drainage Easement o, 8 I I H.O.A. - Homeowner's Association C ^ / ( S9 w 'a \44.8' 26.0' 28.0' 20.,5' 20.5' 25.5' N � `�• I � 26.0' 8 0' i i Dumpters W e S` Pub/ic A//e S 4635'37" E - 219.33'1 °' 2s 5 26'° 26'°' 28•°' 28.0' 20.5' 20.5' 38.7 yZ (2 - 8 Yrd.) 14. he proposed Townhome Parking Requirements for this plan will be to provide 3 N I N tp N y / i Sg �9 -- S`�9 S9 o L.. - I I ...I. 24' R.O.W. / t " I Dumpsters S9 -S 46.35'37" E - 213.23'- S9 - ,.'� -- -� ti� I 27 wide (back -of -curb to back -of -curb) street and allow parking on one - l 4635 (2 - t Yrd.) Pubic Alley Sg os - ° / ide of the street only. The Townhome Parking Requirements as required by ASS. 02 24' RO.W �, �'� ��¢s- 6S --�6S ---_ _ [.� I I I Section 12 8.3.W of the Unified Development Ordinance will be achieved by ,pgs-Z- 1 I i 53.1'\ 26.0' 26.0 26.0' 26.0' 20.5' 20.5' 355 X345 X35.5 26.0 2g, 6S parking removal with platting. Variable Width Public / i w t- -� _f 0 26.0' 26.0' " 20.5' 20.5' s' 6 S 46'35'37" E �- 6S / I P 9 P g I / 4 - Drainage Easement o o ;v 1 / 0 4 _ - - :. \ 43.1' - 90.90' S 41'15'56" __ 6S o 6$/ I u� „ P () / w / )1 BIOC1� ,G �� 3, £ o - . _ .. 2x.1 21a 2s.o' E - 132ss' .r �p S S T 5• (2) in caliper o one (1) treeof four w inch (4r) ecalipeatpera Ordinance No. �j- 1 / rn. \ BI��Cl \.. _ .. - 4.4, 26.0 20.5' 20.5' `� �/ 3222. 17 6 5 ,� 3 0 �w / ( \•s' .� I 16. The legal documentation establishing the H.O.A. will be submitted prior to the -/ a o+ 2°�' 1 8 Co 7 +oo0 6 0 5 0, o 0 o I \ - / I I filing of the Final Plat. N i i x a> W 00 50' 25' C.A.E. / ` I / �� / 15' P.U.E. y , I� a, o, '� a, 30, 2� 1 --� I I 17. This property lies within the Spring Creek Sanitary Sewer Impact Fee Area. f 15' P.U.E. I / /----------- S' P.A.E. / f5 N 15' P.U.E. 18. Unless noted otherwise, the following public utility easements shall be 5' P.A.E. . _ _. "_ _ _ _1 _ - M n - - { r ,a 5' P A.E. 3 3 0 ¢ , provided for each lot: - - 0 6� / I A. 5 Public Utility Easement shall be provided along the rear of all lots. ( / - - - _ - - _ - _ - - - -:/ - - - - _ - a' m 6' 6.0 6.0' 6.0' 6.0'- 0.5' Os' 35.5'- " - - _' 6.23' - _1 --- 0 70 8 ; ! cn B. 5' Public Utility Easement shall be provided along the front of all lots. ON 4849 16 W ' _- , L 1_„4' ' ,C71 �o 19. Possible Relevant Easements as per Title Report GF No. 28265: ..,:: 355- • °•. , 6• 6.0 • 6.0' 0.5'-12.3' 22.73' �,,`y -- ;- - rt--=__________________*__ -- _ N 4635,7" - ;: . ,► --- - '- fy �C�J Blan a Easeme ,Vol. 130 with exact - 93.19 .____________________-=________-_____________________________=____;___ JV 50 58 57 W 5 120.71 --------------------------=----------- 406.91 - _ i .40' A. B an Texas Utilities k t nt 350 P no •-2os4'. I J I I B. Bryan Texas fUt Utilities Blanket Easement, Vol. 479, Pg. 267 with no exact , __-=______ __________________________________________________ I / •-/ ) � � / 1 _ _'- '- described. I W. S. Phi//ips Pon�woy ------------- - _____ - -tv s.o'- -2s.o * location -- -7 0 R.O. W. dories ) ---1 'Q2'ZQ" os'' ass -------------------------------------------------------------------------------- ¢ _ 0 .s' ----- - Vo/ Pg VA \ \ ____-�_______••- r _---OE�ROE_. O.E_ Q� -0�_ __II�.�.E - �-R-= �"• Ol----:�---0E -OE7" y� --------------- ---- 1 n �r�---- 1 11 X=- I / `- -•� -- --� \ -\ ,-� 1 \ \' \ - -- - -- - - \ - ig, D19n D N� R,7 0O n Legend -18SD 18SD - Storm Drain System -8S-8S-Sewer Line w/ pprox. size 8W 8W Water Line w/approx. size 8S - Ex. Sewer Line w/approx. size 8W- Ex. Water Line w/approx. size Boundary Line -288-- Existing Contour Line (2' Interval) • Sewer Manhole X03 Fire Hydrant u Storm Drain Inlet ❑ Storm Drain Inlet i'z 4 ,' Common Area SCALE: 1" = 60' 0 30' 60' 120' PI.a �i)JLN �iJCX�I/Dle� Phases 1 & 2 -13.404 ACRES out of the ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS June 16, 2013 SCALE.- 1 " = 60' Owner: Engineer: BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT� 4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 College Station, Texas 77845 (979) 690 1222 (979) 693-3838 Firm Reg. No. F-458 � 10530027 -PP V� i L/NE TABLE UNE BEARING DISTANCE L1 S 51'24'07" E 11.84' L2 S 1.11'24" E " 61.80' L3 S 41'15'56" E 72.23' L4 I N 46.22'10" E 52.36' L5 N 38'49'44" E 10.13' L6 N 46'22'10" E 49.06' L7 N 38'49'44" E 16.45' L8 N 4728'38" E 34.95' Legend -18SD 18SD - Storm Drain System -8S-8S-Sewer Line w/ pprox. size 8W 8W Water Line w/approx. size 8S - Ex. Sewer Line w/approx. size 8W- Ex. Water Line w/approx. size Boundary Line -288-- Existing Contour Line (2' Interval) • Sewer Manhole X03 Fire Hydrant u Storm Drain Inlet ❑ Storm Drain Inlet i'z 4 ,' Common Area SCALE: 1" = 60' 0 30' 60' 120' PI.a �i)JLN �iJCX�I/Dle� Phases 1 & 2 -13.404 ACRES out of the ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS June 16, 2013 SCALE.- 1 " = 60' Owner: Engineer: BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT� 4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 College Station, Texas 77845 (979) 690 1222 (979) 693-3838 Firm Reg. No. F-458 � 10530027 -PP V� i CURVE TA8LE CURVE TABLE CURVE CURVE DELTA RADIUS LENGTH CHORD BRG. Cl 638'53" 1524.78' 150.31' N 43'48'58" W C2 11.58'37" 968.50' 202.45' S 34'33'20" W C3 8828'24" 30.00' 46.32' S 84!46'51" W C4 V48'14" 1031.50' 86.48' N 30'51'37" E C5 79'51'21" 25.00' 34.84' S 6'39'56" E C6 28' 10'43" 18.00' 8.85' N 5729'45" E C7 111'43'11" 18.06' 35.10' N 12'27'12" W C8 28'10'43" 18.00' 8.85' S 29'19'01" W C9 68'16'49" 38.00' 45.29' S 7732'41" W C10 79'18'39" 10.00' 13.84' N 656'18" W Cit 6'06'42" 500.00' 53.33' N 3546'23" E C12 94'34'38" 25.00' 41.27' N 86'07'02" E C13 8708'16" 30.00' 45.63' N 3'01'29" W C14 1'48'40" 1031.50' 32.60' N 39'38'19" E C15 9440'23" 25.00' 41.31' S 86'04'11" W C16 89'59'56" 10.00' 15.71' N 1'35'39" W C17 89'59'56" 10.00' 15.71' N 88'24'21" E C18 89.59.58" 10.00' 15.71 S 88'24'25" W C19 90'00'02" 10.00' 15.71 1 S 1'35'40" E C20 85'25'21" 1 25.00' 37.27' 1 N 3.52'57" W Legend -18SD 18SD - Storm Drain System -8S-8S-Sewer Line w/ pprox. size 8W 8W Water Line w/approx. size 8S - Ex. Sewer Line w/approx. size 8W- Ex. Water Line w/approx. size Boundary Line -288-- Existing Contour Line (2' Interval) • Sewer Manhole X03 Fire Hydrant u Storm Drain Inlet ❑ Storm Drain Inlet i'z 4 ,' Common Area SCALE: 1" = 60' 0 30' 60' 120' PI.a �i)JLN �iJCX�I/Dle� Phases 1 & 2 -13.404 ACRES out of the ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS June 16, 2013 SCALE.- 1 " = 60' Owner: Engineer: BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT� 4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 College Station, Texas 77845 (979) 690 1222 (979) 693-3838 Firm Reg. No. F-458 � 10530027 -PP V� i CURVE TA8LE CURVE DELTA RADIUS LENGTH CHORD BRG. C21 94:34'33" 10.00' 16.51' N 86'07'04" E C22 85'25'21" 10.00' .14.91' N 3'52'57" W 623 88'09'14" 25.00' 38.46' S 89'33'13" E C25 94'34'39" 10.00' 16.51' S 86'07'03" W C26 85'25'17" 10.00' 14.91' S 3.52'58" E C27 94'34'39" 25.00' 41.27' N 86'07'03" E C28 1'33'47" 550.00' 15.00' N 38'02'50" E C29 91'33'45" 10.00' 15.98' S 83'02'49" W C30 90'00'00" 10.00' 15.71' N 6'10'16" W C31 90'00'00" 10.00' 15.71' N 83.49'44" E C32 83'55'24" 10.00' 14.65' S 9'12'32" E C33 721'37" 550.00' 70.65' N 29'04'21" E C34 5T00'33" 25.00' 24.87' S 53'53'49" W C35 30'36'37" 50.00' 26.71' N 6TO5'47" E C36 15T59'47" 50.00' 137.88' N 53.07'52".W C37 406'45" 500.00'35.89' N 2522'18" E C38 105.58'43" 1 10.00' 18.50' N 80.25'02" E Legend -18SD 18SD - Storm Drain System -8S-8S-Sewer Line w/ pprox. size 8W 8W Water Line w/approx. size 8S - Ex. Sewer Line w/approx. size 8W- Ex. Water Line w/approx. size Boundary Line -288-- Existing Contour Line (2' Interval) • Sewer Manhole X03 Fire Hydrant u Storm Drain Inlet ❑ Storm Drain Inlet i'z 4 ,' Common Area SCALE: 1" = 60' 0 30' 60' 120' PI.a �i)JLN �iJCX�I/Dle� Phases 1 & 2 -13.404 ACRES out of the ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS June 16, 2013 SCALE.- 1 " = 60' Owner: Engineer: BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT� 4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103 College Station, Texas 77845 College Station, Texas 77845 (979) 690 1222 (979) 693-3838 Firm Reg. No. F-458 � 10530027 -PP V� i