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Home My WebLink AboutDrawings`cru !1 / / GUTTER I EXISTING— �4F EXISTING PVMT. ernIttc's00ar+ / moo- / EXISTING BASE / 20 0 20 40 • GV� SCALE: 1 "=20' DEFORMED TIE BAR collo je stalloll '.I E&BLc #4 X 18" — t o, . Fire StaBan , W, o=rl O.C.FOR TYING NEW CONCRETE O EXISTING CONCRETE SOUiFICfltt ; , '.iF.Ann <<• 1'taad{3nd ''`` „ DI A\/ur►rr ...... ►tt{Is'1'ar{c T2s MiE y` STOM CiiFF.E( S F01IFST PEiiilL£ �3 i0tit$Cr/t . Oe:s Perk P'e6fi{e Cas t{erack nr� 1V Creek Pikk -_ 40 74'Alfiam.U, Fitcl, P=rt1 Cry Ntdate �� PROJECT b AREA PELIC , f`DEt17 GOVL �"�i ri ;t:rur:l;er F{,:ne.Dn .Ln I CQIL Qt NA IIIUCi:Ci CDS; r x. DEER VI DLt._;E r rr t,n •ipU � =k� i f: 0. o. A ^ ull rX \ \ 30J R Y \ \ \ ',4\ EA \ Lot 1R & 2R, Block 3 EXISTING CURB & GUTTER TO BE REMOVED MATCH OF Greens Prairie Center Phase 3 \ I.E. .6\ S�\ Vol. 10490, Pg. 136 \ p� A-0 Zoning \z IAICTA1 I -7 r% , ,— / R10282. o, WO 505 Padon P.O. Box 2727 OWNER: Longview, Texas 75606 WELLBORN SLID M T.903-553-0500 4118 Greens Prairie Road F.903-553-0555 College Station, Tx. 77845 www.winnpec.com T.979-690-9799 Firm # F-7846 WINN PROFESSIONAL ENGINEERS AND CONSTRUCTORS, LLC r -I.E. 283 / IN \ 0 12" \ 2 FI VALVE \Q DRI '/OVE(R-LOW SPINA H BLOCK ) PROPOSED CHAIN LIN (TYP.5 / --ruolic Utility `[Trier—Ii rt dedicated by this plat — vol. 5770, Pg. 219 (Wellborn S.U.Q.) i i Phyllis Schroeder Alvarez Wanda Kaye Lewis Roderick Kenneth Wolf - vol. 8884, pg. 179 A-0 Zoning PROJECT NAME: WELLBORN TOWERARRINGTON 9 IMPROVEMENTS EA TYPE "D" EXPANSION JOINT ELEV. = T/C ELEV. + 3" KEEP 61' RISE TO PROPERTY LINE I I t �- 3" RISE I MIN. DRIVEWAY APRON SHALL BE 6" (28—DAY CONCRETE STRENGTH = 3000 PSI) W/ #4 BARS ® 18" O.C.E.W. ASPHALT APRONS W /n ri po n, /^_1 ITT['o EX. 13ARBED WIRE FC, =_;c.sx• C ARRINGTON TOWER SITE SUBDIVISION ®� LOT 1, BLOCK 1 _ — `�Q� DRAWING SCALE: '(E. �...T ' 111 tt AUGUSTUS BABILLE SURVEY, A-7rJ *�� VERTICAL N/A 1600 ARRINGTON ROAD �V RAWING COLLEGE STATION, TX. 77845 s_„wa****4*LTER '*...., JR. i HORIZONTAL N/A ,, t 4 EN •0,�/ SITE PLAN 'h !c s�. �� SUBMITTED: AUGUST 22, 2013 ll, �� PLOTTING SCALE: 1:1 SHEET NAME: FILE NAME: SEAL: 43 Z7� ('3 SITE PLAN P:\PROJECTS\01—WE\DRAW\ARRINGTON RD ELEVATED STORAGE TANK\DESIGN\SITE PLAN AS SUBMITTED TO COLLEGE STATIO I N.DWG � 0 p 12—U) � 0 / / GUTTER I EXISTING— �4F EXISTING PVMT. / moo- / EXISTING BASE / 20 0 20 40 SCALE: 1 "=20' DEFORMED TIE BAR / #4 X 18" X/ / O.C.FOR TYING NEW CONCRETE O EXISTING CONCRETE DI A\/ur►rr ...... Greens Prairie Center Phase 3 \ I.E. .6\ S�\ Vol. 10490, Pg. 136 \ p� A-0 Zoning \z IAICTA1 I -7 r% , ,— / R10282. o, WO 505 Padon P.O. Box 2727 OWNER: Longview, Texas 75606 WELLBORN SLID M T.903-553-0500 4118 Greens Prairie Road F.903-553-0555 College Station, Tx. 77845 www.winnpec.com T.979-690-9799 Firm # F-7846 WINN PROFESSIONAL ENGINEERS AND CONSTRUCTORS, LLC r -I.E. 283 / IN \ 0 12" \ 2 FI VALVE \Q DRI '/OVE(R-LOW SPINA H BLOCK ) PROPOSED CHAIN LIN (TYP.5 / --ruolic Utility `[Trier—Ii rt dedicated by this plat — vol. 5770, Pg. 219 (Wellborn S.U.Q.) i i Phyllis Schroeder Alvarez Wanda Kaye Lewis Roderick Kenneth Wolf - vol. 8884, pg. 179 A-0 Zoning PROJECT NAME: WELLBORN TOWERARRINGTON 9 IMPROVEMENTS EA TYPE "D" EXPANSION JOINT ELEV. = T/C ELEV. + 3" KEEP 61' RISE TO PROPERTY LINE I I t �- 3" RISE I MIN. DRIVEWAY APRON SHALL BE 6" (28—DAY CONCRETE STRENGTH = 3000 PSI) W/ #4 BARS ® 18" O.C.E.W. ASPHALT APRONS W /n ri po n, /^_1 ITT['o EX. 13ARBED WIRE FC, =_;c.sx• C ARRINGTON TOWER SITE SUBDIVISION ®� LOT 1, BLOCK 1 _ — `�Q� DRAWING SCALE: '(E. �...T ' 111 tt AUGUSTUS BABILLE SURVEY, A-7rJ *�� VERTICAL N/A 1600 ARRINGTON ROAD �V RAWING COLLEGE STATION, TX. 77845 s_„wa****4*LTER '*...., JR. i HORIZONTAL N/A ,, t 4 EN •0,�/ SITE PLAN 'h !c s�. �� SUBMITTED: AUGUST 22, 2013 ll, �� PLOTTING SCALE: 1:1 SHEET NAME: FILE NAME: SEAL: 43 Z7� ('3 SITE PLAN P:\PROJECTS\01—WE\DRAW\ARRINGTON RD ELEVATED STORAGE TANK\DESIGN\SITE PLAN AS SUBMITTED TO COLLEGE STATIO I N.DWG � 0 p 12—U) � 0 - \ \ TYPE "D" EXPANSION JOINT 0. ,j / ELEV. = T/C ELEV. + 3" y� / KEEP 6" RISE i I ,. ` t o, Co112ge btdtlgtl �FICCF� S 1`r. EXISTING CURB & GUTTER TO TO BE REMOVED PROPERTY LINE SaUiNEna L='' i j •,1FAnO'(:' r(ttaitrrimt A m fir.' i'iQt7{�dli \ \ a \ \ 09 os� \ / �1, J ;r'LR. tt11ts1'aitc �n u 6 \ \ �s MATCH f OF EXISTING ii cnFFf. ran€st WORE gyp. C,r \gyp, \ �6 0 GUTTER ! citeE :PATIO A \ oo moi 20 EXISTING PVMT. I ;�? Sauttirrn 461. 7s ods I f pes Park — — —1L Creek P0.) h \ \ �Lp \ I%• �0 — Cnsrterack a sos C'� 9 �s EXISTING BASE 3" RISE MIN. -__ — - 20 0 20 40 DRIVEWAY APRON SHALL BE •. _ _.. 1a _iikllfuR . U, FitC , \ \ Jc\� — — — r 6 (28 DAY CONCRETE DEFORMED TIE BAR 4 X 18" STRENGTH 3000 PSI W 4 SCALE. 1 -20 # ) / # O.C. FOR TYING NEW CONCRETE BARS @ 18" O.C.E.W. ASPHALT TO EXISTING CONCRETE APRONS W/0 CURB & GUTTER Cri.,tle ate ` y'` 6 \ \ \ PLAVMENT ONLY SHALL BE ALLOWEDE ON OPEN DITCHED STREET SECTIONS P.3rk PROJECT ONLY AREA South Oaks 30' \R. \ Y Vol. 319, Pg. 821 EA Brazos Count SECTION A -- A y ?a e t , cP, H, n -U t7.`.1ltUCk,E r iE H : Lot 1 R & 2R \ \ _ Block 3 \ I.E. z ! Greens Prairie Center Phase 3 �p� \ i` +:CQti'iof Vol. 10490, Pg. 136 A-0 Zoning TYPE G EXPANSION JOINT EARTHWORK: A Sk'iL: IvlAi'E=1 { Gi \ FILL = 591 • CU. YDS. _ \ PROPERTY LINE .F J \ C 79.04 \ * MAINTAIN 2% MAX VARIES / \ CROSS CLOPE ;)oLat)t. r ' " I. X1`•2 \ I RETURN CURB TO HAVE / \ \ A ROLL FACE DIMINISHING INSTALL 70 L.F. / / / q AT REDIUS POINT 12" RCP CULVERT \ 25' MIN. R. ( TYPE "D" V � C I N I Y M A t- (TYP.) � �• \ \ N! S. / �� / / �'' REMOVE CURB I�LONGITUDINAL AMBULATORY RAMP J 282. 2-- \ \ THRU RAMP I JOINT SLOPE 1:12 MAX P �\, \ \ i NOTES: / / __V/ SIDEWALK # SECURITY /ATE NEAT SAW -\ \ I NEAT SAW 1. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE (TYP.)/ CUT CUT STANDARDS OF SECTION 7.10 OF THE UNIFIED \o, / / / W0p\ A P OP SED qn \ DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL / CLQ / EA \ GOUT-�RS 'P/,� NOT PROJECT BELOW AN OPAQUE H USING AND NO / �� , ,��, s� a \`(� \ G'� \ FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. e� �� /— \ �sr `ys \ Oiji \ TYPE "G" NEAT SAW FIXTURES WILL BE MOUNTED IN SUC A MANNER THAT /°� Q1 p� G�"`%� �"—'-- \ �Ap EXPANSION CUT THE PROJECTED CONE OF LIGHT DO NOT CROSS ANY J�;� `� �� P�� 9 Dos \ \ qp \ JOINT A EXISTING CURB & GUTTER TO PROPERTY LINE. BE REMOVED. p REPLACE STREET SURFACING AS NEEDED 2. NO PART OF THIS PROPERTY LIES WI HIN THE 1% I.E. 283 FLOOD HAZARD AREA (100 YEAR FL ODPLAIN), / OQ�� o c� /� F / O,\ ACCORDING TO FIRM PANEL NO. 480 1 C0325E, / 6' \ COMMERCIAL DRIVE WAY Q O \ N.T.S. ' REV. MAY 16, 2012. Q _ _- • 3: LOT 1 IS WITHIN TriE CITY OF C�OLLE�GE �iI�F! WATER � a � � � �o '�� .�_ � .. � _ \ \ •" m... AND SEWER SERVICE AREA, BUT ELECTRICAL SERVICE 12" FI VALVE IS PROVIDED BY BRYAN TEXAS UTILITIES (BTU). NO WATER AND SEWER LINES WILL BE EXTENDED TO THIS PROPERTY, SINCE DOMESTIC UTILITIES ARE NOT NECESSARY FOR THE PROPOSED LAND USE. IF LANDcp�� USE CHANGES IN THE FUTURE, THE EXTENSIONS OF / .'Yy,.h THESE UTILITY LINES MAY BE REQUIRb. / RMAHK I REVISION I BY I CK'D I DATE H 505 Padon P.O. Box 2727 OWNER: Longview, Texas 75606 WELLBORN SLID T.903-553-0500 4118 Greens Prairie Road F.903-553-0555 College Station, Tx. 77845 www.winnpec.com T.979-690-9799 Firm # F-7846 . WINN PROFESSIONAL ENGINEERS AND CONS TRUCTORS,LLC DRAWN BY: W.F.M. DESIGNED BY: W.T.W. .LATEST REVISION: 8/21/13 WPEC JOB NO.: 01 -WE DR`I1)1'/0VE� L( SPI.. H BLOCK on PROPOSED CHAIN LIN (TYP.5 1 dedicatedby, "this by this plat _ a` t*''�: s'`` ti'S=. - �: �s�.r�+�` `'y. `r � '"'��.. �<'.�'•"�"i,,.r•v�'�"'.,,;.'2•�-�sar*>'ar'�,r- �{„ > �a � � 3�;� � .a,�. __`�'s �''rg`ti- _.'xw*cr,..�t�ss.�-9,'�': w;�„ gfi`.""_,' s s.� �-..:Mal *amu`. `.�' ��•` � . �''� '� ��, 'n .s � "�.' #�?��..,, v y � ��-�- �"�'w.�a�S _. �...€� u�3� r Fy'��"v?��3a� �d�A�$..:^_3..�.I.:hs..3:�i_F".:2'�3-3�:k?:x�.'..`e'>ei.3�.vT_.+�:Taw,r_a_ss._.c ..v.<.o,s...,: ....... .. ...-... _�^.•.x��bl�F� �'��.si �..��.:i�c}�z��ii<i-1 4��".,a?��c9��+`.�v`�t.r: `:G-., c- �� 511.2 ' EX. BARBED WIRE FC. 20' waterline easement vol. 5770, pg. 219 (Wellborn S.U.D.) Phyllis Schroeder Alvarez Wanda Kaye Lewis Roderick Kenneth Wolf vol. 8884, pg. 179 A-0 Zoning PROJECT NAME: WELLBORN . ARRINGTON, TOWER SITE IMPROVEMENTS .. ARRINGTON TOWER SITE SUBDIVISION LOT 1, BLOCK 1 AUGUSTUS BABILLE SURVEY, A-75 1600 ARRINGTON ROAD COLLEGE STATION, TX. 77845 SITE PLAN SHEET NAME: SUBMITTED: AUGUST 22, 2013 \ 9F \ \ \ \ 9F \ 1� uuf� DRAWING SCALE: VERTICAL N/A i. ?it.. k r/ i WALTER T. WINN, JR. i HORIZONTAL N/A �................... it 41219 �h .E' PLOTTING SCALE: 1:1 '3 SEAL: 0FILE NAME: SITE PLAN �, ( P:\PROJECTS\01-WE\DRAW\ARRINGTON RD ELEVATED STORAGE TANK\DESIGN\SITE PLAN AS SUBMITTED TO COLLEGE STATION.DWG \ \ .011-0 \ �� \ \ a \ \ su,11-6. \ \ ;'0, C^ \20, \ r�2.�° \ ,6\ ��OS of riot \ %) �J\ 6 51 r4 0 \ of 3*r,.^° \ \ \ \ \ 30' \ Y, \ \ \ EA Lot 1 R & 2R, Block 3 \ \ I.E. \ Greens Prairie Center Phase 3 Vol. 10490, Pg. 136 \ A-0 Zoning INSTALL 70 L.F. / AP VICINITY M 12" RCP CULVERT MAP N.T.S (TYP.) / � / / NOTES: • SECURITY /ATE 1. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE (TYP.)/ STANDARDS OF SECTION 7.10 OF THE UNIFIED 1 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 k MANNER THAT THE PROJECTED CONE OF LIGHT DOES' NOT CROSS ANY PROPERTY LINE. \�� 0i(� ?o� ( IN THE 1 Q o / atp F 2. NO PART OF THIS PROP FLOOD HAZARD AREA 100 YEAR FL00 !PLAIN), - ACCORDING TO FIRM PANEL..... N0. . 4 8041 C0325E, i; REV. MAY 16, 2012. 3. LOT 1 IS WITHIN THE CITY OF COLLEG „ STATION WATER AND SEWER SERVICE AREA, BUT ELECTRICAL SERVICE IS PROVIDED BY BRYAN TEXAS UTILITIES (BTU). NO A K WATER AND SEWER LINES WILL BE EXTENDED TO � `�•A ,°� / THIS PROPERTY, SINCE DOMESTIC UTILITIES ARE NOT NECESSARY FOR THE PROPOSED LAND ,USE. IF LANDRINK�'� USE CHANGES IN THE FUTURE, THE EXTENSIONS OF /� .:� THESE UTILITY LINES MAY BE REQUIRED. ,w / 3 } 010 0EL F�'S01DAL i' <: Tr" P qytt;; . h Y•S s = BASE 14 DISPHERE/ 01 W.tiF sx r_� V SITE BASE 3 - 42 _.� � ,. _..,rg. ^�••�c-?>~.,: :' - _��. ?��lh'�..' ` . ,.- _. � .,., ,. gip. �..:a__ ...a REVISION / / / / / c no 19. 505 Padon 11 }l�tI P.O. Box 2727 OWNER: Longview, Texas 75606 WELLBORN SUD 1 T.903-553-0500 4118 Greens Prairie Road F.903-553-0555 College Station, Tx. 77845 :ttlbnH100"t� T.979-690-9799 Firm # F-7846 WINN PROFESSIONAL ENGINEERS AND CONSTRUCTORS, LLC ..,...Fire Stal ott 6 r�tsaD�rt � tom: p SDUTHEArle , �LA}hTAT(tlN 407 ' ss Fiitls Park s�c� G LRS. inNi MEEK, Fo ;P EI.t?LE z x "�iiLCi h1�T1a � daps Park �� Pi?btrle .. P,`, Creekf'ark ai f1eract, ,a est �r'ltlitem i} I itch 'Plan! 1p Cbz _Lq Urr H r syr t Cast, gate OAKS Print i PROJECT AREA Ag tA. �'' i•€l ICAr1 ��.KS wrF�* ��,. rum FD4r ( p h]tNTL`CKfj I HAflE'Un al �`> � �` � �` -' �y� Iva fuel ' ` 51'fE£T�YAiE€1 � � • NAMUCKET C011e. DEER r rrAR K t"I00VLANE gip. TiY3tkSn I \ \ .011-0 \ �� \ \ a \ \ su,11-6. \ \ ;'0, C^ \20, \ r�2.�° \ ,6\ ��OS of riot \ %) �J\ 6 51 r4 0 \ of 3*r,.^° \ \ \ \ \ 30' \ Y, \ \ \ EA Lot 1 R & 2R, Block 3 \ \ I.E. \ Greens Prairie Center Phase 3 Vol. 10490, Pg. 136 \ A-0 Zoning INSTALL 70 L.F. / AP VICINITY M 12" RCP CULVERT MAP N.T.S (TYP.) / � / / NOTES: • SECURITY /ATE 1. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE (TYP.)/ STANDARDS OF SECTION 7.10 OF THE UNIFIED 1 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 k MANNER THAT THE PROJECTED CONE OF LIGHT DOES' NOT CROSS ANY PROPERTY LINE. \�� 0i(� ?o� ( IN THE 1 Q o / atp F 2. NO PART OF THIS PROP FLOOD HAZARD AREA 100 YEAR FL00 !PLAIN), - ACCORDING TO FIRM PANEL..... N0. . 4 8041 C0325E, i; REV. MAY 16, 2012. 3. LOT 1 IS WITHIN THE CITY OF COLLEG „ STATION WATER AND SEWER SERVICE AREA, BUT ELECTRICAL SERVICE IS PROVIDED BY BRYAN TEXAS UTILITIES (BTU). NO A K WATER AND SEWER LINES WILL BE EXTENDED TO � `�•A ,°� / THIS PROPERTY, SINCE DOMESTIC UTILITIES ARE NOT NECESSARY FOR THE PROPOSED LAND ,USE. IF LANDRINK�'� USE CHANGES IN THE FUTURE, THE EXTENSIONS OF /� .:� THESE UTILITY LINES MAY BE REQUIRED. ,w / 3 } 010 0EL F�'S01DAL i' <: Tr" P qytt;; . h Y•S s = BASE 14 DISPHERE/ 01 W.tiF sx r_� V SITE BASE 3 - 42 _.� � ,. _..,rg. ^�••�c-?>~.,: :' - _��. ?��lh'�..' ` . ,.- _. � .,., ,. gip. �..:a__ ...a REVISION / / / / / c no 19. 505 Padon FOR P.O. Box 2727 OWNER: Longview, Texas 75606 WELLBORN SUD 1 T.903-553-0500 4118 Greens Prairie Road F.903-553-0555 College Station, Tx. 77845 www.winnpec.com T.979-690-9799 Firm # F-7846 WINN PROFESSIONAL ENGINEERS AND CONSTRUCTORS, LLC / - / "I. E. 283 o/ a V o 12" FI VALVE \O 0 /u 282.t Wo}flE-1 AREA EXISTING CURB '& GUTTE TO BE REMOVED MATCH E OF EXISTING O� • GUTTER EXISTING PVMT. EXISTING BASE-� oc>v 20 0 20 40 / �K DEFORMED TIE BAR #4 SCALE: 1'=200 X 18"J O.C. FOR TYING NEW CONCRETE TO EXISTING CONCRETE / PLAVMENT ONLY / South Oaks - TYPE "D" EXPANSION JOINT ELEV. = T/C ELEV. + 3" KEEP 6" RISE TO PROPERTY LINE I I � io 1 RISE MIN. DRIVEWAY APRON SHALL BE 6" (28 -DAY CONCRETE STRENGTH = 3000 PSI) W/ #4 BARS 0 18" O.C.E.W. ASPHALT APRONS W/O CURB & GUTTER SHALL BE ALLOWEDE ON OPEN DITCHED STREET SECTIONS ONLY Vol. 319, Pg. 821 SECTION A— A \ Brazos County \ A TYPE "G" EXPANSION JOINT \ EARTHWORK: \ FILL = 591 CU. YDS.— PROPERTY LINE 79.04 \ * MAINTAIN 2% MAX VARIES CLOPE I. X1..2 \ 25' MIN. R. --\I TYPE "D" \ \ REMOVE CURB I,.-�LONGITUDINAL \ \ \ THRU RAMP ( JOINT \ \ \ SIDEWALK NEAT SAW P POSED q \ CUT \ \ •9NT9URS�'i\ \ ��s 117 777/722' °� Y\ \ cOti \ TYPE "G" NEAT SAW •p0 EXPANSION CUT JOINT A \ COMMERCIAL DRIVEWAY N.T.S. - ''.,+rPilz 2 •�� ,Trr[[["r \ \ '".ireonsta.cu. .^,u•..'�xma¢.z:. E L E Y+.Y`"i r +t,F l.r"r'7 rg � -0 +-1;3y� •�f-.v�3"G� tc...K 'ns.- cYti.+ -tet \ Y � 7 > �A sl REQUIRED w •Y� f •i1? -<'y;. �..se- .:in�F3 x. u , � i - .,:•.- 4 .�. .j 4,�� _ y� z'*c'T�t: '•, -� i°u+n { .y".... sr� � '��'�.'s, �':Y#. - -Amac. ��C` a#=� '1 ''r. �J `( \ �-'•F l_ ON Za RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT REDIUS POINT -AMBULATORY RAMP SLOPE 1:12 MAX NEAT SAW CUT EXISTING CURB & GUTTER TO BE REMOVED. REPLACE STREET SURFACING AS NEEDED -?•tez.'`_.?'�5:!=i 1`•-•�, '<-ii REV, -' t r' f l t',ri„ . +Y� S: ia 3 G - �V d 3 E � K' 7> 1 . �":: � . 't• � . '..•F ,c"3-, ,,e\'� ��ki`"a �v. x�.`.. ` ,"s,. ,-..y.. ^K,'3�'a•.: '' i t : .? K .. «' •� �7, .b i• z r :esti... ..:a ^. __-�._< .••'•c ' �� - �`` a " :i kOW H L/OVFEOCK •v�, . �•'� pow, _d t :a - IM \a. ' -'cam wi':a.w,• .�4». �-5.- ^d-.,... -„fit: c:•. ..:� � E, . w"a .y,,:i�s':a. yq.,S a`.: �� N 'C:'�2'`.-".G:�..fi..' : S'4'-. �13�:... ti4.+,.$ .'-'zc: ` i5+` f,"i�.-•:- - ��""�. "�-�"i �$:i'.. OCT r x �5 L 4. r >F 7+ �"fs;.s _=Vis•••. •.i '-kms` v fvv2.. �z � � r -x� m qG 4 x "�.�. ?' T .'� may,. tc.- '•1' s+C� f \ �Nee: , t� � . 3; �',.. .�+A _ , � . 4 mw\;, •: n`EC;:�; �.. � �� f'^{;;,Y+ < �: � r�'�.,.��t> g K' z.':� ,�, $� C O �v ucv �.v <;y Jn«';, �' . ��,a"-i; :i,. ��rts'�=��= .i '�?c�2: -s-: ,�- ,�h� .� . Y �.� .�.,;; �`�' ..,✓�' ,.;>.p "'�'Y�'-aj..; ENGINEERING Y+ .,,. `*r� t .,�,3$.:T-".s�.s.AF.,�'. �_3`:, ` .,•`}s .,• s�' `a"iw5�'`O'_ •Al'a. _ sl. \ � yN "" I NG .. � �. ��.`�'�'�� ouS� .,air``• �£�k''ro� :��.. rt.,_��4�R'%�� 'S;=+?. 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GHQ \ A Phyllis Schroeder Alvarez Wanda Kaye Lewis Roderick Kenneth Wolf vol. 8884, pg. 179 A-0 Zoning WELLBORN SUD ARRINGTON TOWER SITE IMPROVEMENTS ARRINGTON TOWER SITE SUBDIVISION LOT 1, BLOCK 1 AUGUSTUS BABILLE SURVEY, A-75 1600 ARRINGTON ROAD COLLEGE STATION, TX. 77845 SITE PLAN SUBMITTED: AUGUST 22, 2013 SHEET NAME: DRAWING SCALE: VERTICAL N/A HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: SITE PLAN P:\PROJECTS\01-WE\DRAW\ARRINGTON RD ELEVATED STORAGE TANK\DESIGN\SITE PLAN AS SUBMITTED TO COLLEGE STATION.DWG 4 in_ -i `� I � - 104, � L0 \FA � F A ee" \ s \ STREETSCAPEREQUIREMENTSR LANDSCAPE RiQUIREMENTS 1. 11 MINIMUM LANDSCAPE POINTS SHALL BE THIRTY (30) POINTS PER ONE WO (32) FEET OF FRONTAGE- SHALL THOUSAND (1,000) SQUARE FEET OF SITE AREA. 2. THE MINIMUM TOTAL NUMBER OF POINTS FOR ANY DEVELOPMENT IS EIGHT HUNDRED (800) POINTS. 3. EVERY PROJECT MUST EXPEND A MINIMUM OF FIFTY (50) PERCENT OF ITS LISTAND MAY BE "GROUPED 'AS POINT TOTAL ON CANOPY TREES. 4. AN IRRIGATION SYSTEM TO SERVICE AL NEW PLANTINGS SHALL BE R—INCH CALIPER) MAY BE INSTALLED BY A CERTIFIED INSTALLER THE IRRIGATION SYSTEM SHALL TING TREES MUST BE OF NOT NEGATIVELY IMPACT EXISTING TREES AND NATURAL AREAS. 5. ALL DISTURBED AREAS SHALL BE COVERED WITH AN APPROVED ONE E CITY OF COLLEGE STATION CODE HUNDRED (100 ) PERCENT LIVE TURF RASS WHETHER BY SOLID SOD REQUIREMENTS. OVERLAY OR PRE—PLANTING AND SUC6ESSFUL TAKEOVER OF GRASSES. 6. SEE ARTICLE 7, SEC. 12-7.6 FROM THE CITY OF COLLEGE STATION CODE OF ORDINANCES FOR LANDSCAPING POINT VALUES AND ADDITIONAL LANDSCAPE REQUIREMENTS. STREETSCAPEREQUIREMENTSR 1. WITHIN FIFTY (50) FEET OF THE PROPERTY LINE ALONG THE STREET, ONE (1) CANOPY TREE FOR EVERY THIRTY- WO (32) FEET OF FRONTAGE- SHALL BE INSTALLED. TWO (2) NON—CANOP TREES MAY BE SUBSTITUTED FOR ONE (1) CANOPY TREE. 2. _ CANOPY AND NON -CANOPY TREES MUST BE SELECTED TED FROM THE ADMINISTRATOR'S STREETSCAPE PLANT LISTAND MAY BE "GROUPED 'AS DESIRED. POST OAK 3. ONE (1) EXISTING TREE (MINIMUM FO R—INCH CALIPER) MAY BE SUBSTITUTED FOR A NEW TREE. EXI TING TREES MUST BE OF ACCEPTABLE HEALTH, AS DETERMINED BY THE ADMINISTRATOR. 4. SEE ARTICLE 7, SEC. 12-7.6 FROM T E CITY OF COLLEGE STATION CODE OF ORDINANCES FOR ADDITIONAL STREETSCAPE REQUIREMENTS. Fq 62. r��ti\ CAROLI A CHERR LAUKLL kTYP. 5 LANbSCAPING) YX 40 ?� Quo � �0 41 �� / �V,4 ,, .0 / / "S \�, VE (<�j 5 T ETSCAPING LANI WOOD ARE, a / I 3 rz jr � OP�SED gyp£ t r -0 ,9 tk5l, win: NE Size Name & Type Quantity Point Value Total Points LIVE OAK (Quercus 8" Caliper and Installed *ginia) larger Existing w/ POST OAK 2 500 1,000 Barricade (Quercus stellata) CAROLINA 5 Gal. CHERRY LAUREL M Sol 10 50 (Prunus caroliniana) 2.1-3.4" Caliper LIVE OAK (Quercus a R P Installed *ginia) 5 150 750 �'�y. '��5, • av, /. � 1F z 1 M0011 y13w - - � 11.0 gg� Itx yn''rfy,,3 h n�. S i� 4ip �p`$'zL6 ro .'` • 'gy61 0-,yS .)d-ln.,•5 - t4: > '£ .�" y� . V1 t 3e�' Vii. 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Box 2727 Longview, Texas 75606 T.903-553-0500 F.903-553-0555 www.winnpec.com Firm # F-7846 URBAN LAND USE PROJECT NAME: EY,. 12" WL F! :•R _ S U s ARRINGTON TOWER SITE IMPROVEMENTS 20 0 20 40 SCALE: 1 "=20' LANDSCAPING/STREETSCAPING POINT CALCULATION REQUIRED LANDSCAPING POINTS: 30 per 1,000 s.f. (800 point minimum) Site area: 0.75 ac. 32,670 s.f. 32.67 1000 s.f. Required Points: 980 points + 750 additional from Streetscaping PROPOSED LANDSCAPING POINTS Symbol Size Name & Type Quantity Point Value Total Points LIVE OAK (Quercus 8" Caliper and Installed *ginia) larger Existing w/ POST OAK 2 500 1,000 Barricade (Quercus stellata) CAROLINA 5 Gal. CHERRY LAUREL 5 10 50 (Prunus caroliniana) 2.1-3.4" Caliper LIVE OAK (Quercus Installed *ginia) 5 150 750 TOTAL 1,800 TOTAL REQUIRED POINTS: 1,730 TOTAL PROPOSED POINTS: 1,800 REQUIRED ST E _ - - Q R ETSCAPING: 1 Canopy or 2Non-canopy trees per 32 ft frontage road ING Site frontage: 125 ft g: \ Required trees: 4 canopy + 750 Additional Landscaping Points \ OR \ 8 non -canopy \ PROPOSED STREETSCAPING POINTS op 'pq� 'P0 <1 Symbol Size Name & Type Quantity 2.1-3.4" Caliper LIVE OAK (Quercus 5 Installed *ginia) \ kit, Gs Jr-1=C� o�\ TOTAL 5 TO R.S \ \ F \ \ TOTAL REQUIRED TREES: 4 Canopy or 8 Non -canopy 'A \ TOTAL PROPOSED TREES: 5 Canopy BARRICADE FOR INDICATED TREES TO BE CONSTRUCTED WITH 48" HIGH ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL T POSTS. BARRICADE TO BE PLACED IN A CIRCLE AROUND INDICATED TREES A RADIAL DISTANCE OF \ \ \ T FOR EVERY 1" CALIPER OF TREE BARRICADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL AS \ THROUGHOUT THE CONSTRUCTION PROCESS. (CONSTRUCTION BY OTHERS. MAINTENANCE DURING CONSTRUCTION AND i \ \ REMOVAL THIS CONTRACT) � 'rt "ti T•. ii n m Oy X \ \ � .z:��+.. s"k..� � .`-5[� c.ti..= �:-�.�' €�:" ;?::r�C�-.,;��`�ii�,.�t__.r.�: '_+,s'� ��'' �.� �-T�� ,� �� S 3 .. - ��"",,,�„`�'ty a•�Y _R�b SHEET NAME: DRAWING SCALE:\ VERTICAL N/A DRAWING 1 -It-'\ V HORIZONTAL N/A Q PLOTTING SCALE: 1:1 FILE NAME: SITE PLAN P:\PROJECTS\01—WE\DRAW\ARRINGTON RD ELEVATED STORAGE TANK\DESIGN\WPEC TOPO.DWG EROSION CONTROL GENERAL NOTES 1. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN \ \ \ \ BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL\ \ GROWTH IS ESTABLISHED. IN \ DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 \ \ \ CALENDAR DAYS OF LAST DISTURBANCE. \ \ 2. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED / AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 3. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. / �A,R / / ►� O 1 F��t �4V,-ray j�•arrf,��y r / p V", / ,aha, ,lrr` �tkY tv. t F��L-n?Ei'g Y ��. • >u 4 I>'�.; 1Krt. / 5` J ". a • - �w 1 tl t G ,t S a 1 i � s � / } � � _ j_I y��3+��4`'�n`t��,x`°i"`sk� jet ✓ z �r,,�'h " i ��n �� , M, N n" >r�;�=� •��t: �tx �r y>. t t. Y . pa' x t� m >i s rr r rr t s M ` r� } t tt J.•+ yi ry v .an 1 M1 M }r brs- a. r~•• r ¢,t. r G;e y1: A {� 'irt4• E y 1 i y .U,, S `•r�-v. x v, @ t�. J { r. �ylgk Y t, 3� 1 3,y/y fi Q f. h a Moll 'a .5 4 � ~e Y• , ' IN OVE F � � . 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Liu i -. � .?7 5 fi : S � 7 < t f [ > t c r s t t rr 3- r 4 a , � ✓ i r'k� ¢ s: MINN"", < c I s z ( x Y s r J t Y t x fi f fi L V l' t oC ;a1'' f sREV;-0 �p� `'-Y� d x a d -t yn � it 7 t ur i z 5 p7k M1 h r � a , tea.. J T } r fh 1'• d i< a i• r t c r r s "7r 1 r s s n •t a 4 I l _ qF ➢'. lL 5 a- S ii s _ '"L v s" ! • w t r:, \ � i'"�_.-YS,�.rt-x�i`�e:.i•-.,. _.e..._.c.Jtr...�rT.a'�i#'�n'tt .rEY__�. .,xY ,i�a - •. EN 511.2 EX. BARBED WIRE FC. 11fS11721RR1•J11121lIIl�IRl..�.n __. . ARRINGTON TOWER SITE IMPROVEMENTS 4ROJECT NAME: E SHEET NAME: Ewa; III III M 4" 2"X4" WIRE MESH FASTENED TO T -POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH 8” OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS //V/i , N.T.S. DIP ECTiOOF FLOW SEMBLY._ OF . WALTER T. WINN, iJR, 41279 �/CENS�'� ' SEAL: P:\PROJECTS\01-WE\DRAti DRAWING SCALE: VERTICAL N/A 6IN V HORIZONTAL N/A PLOTTING SCALE: 1:1 3 FILE NAME: SITE PLAN INGTON RD ELEVATED STORAGE TANK\DESIGN\WPEC TOPO.DWG