Loading...
HomeMy WebLinkAboutDrawingsI NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. \ /// `' � / / NOTE: j �',':.JX THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND / % '• ,� / / 11 ° o / SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. / PROPOSED ARCHWAY . /o / / DIGTESS: 800-DIG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 , / ti ATMOS: KIMBERLY WINN - 979-774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 C2 - 51.77' C) / I / / / VERIZON: BRENDA VIDOCK - 97 -821-4770 SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 EXISTING 3" LIVE OAK / / / . O / / / NOTE: c / / / HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE NC �.' ` / / ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON EXISTING 8 WOOD \ / / \ I . / THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXISTING 8" WATERLINE / PRIVACY FENCE TO REMAIN gG , \ \ \ \ / / ' EXISTING 3" LIVE OAK ,FROM \�°�� \ :: /�.;,;.\\� // / CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO / CONSTRUCTION BY EXPOSING ALL EXISTING LINES. STREETSCAPE - 420 LINEAR FEET o,��.00 so \�P�@�' ° \®&Nb'_ \� \ , \\ • / // SYMBOL SIZE NAME & TYPE QUANTITY SPACING POINTS �o '�9 \ . . 0 p�C • ._ 0 o n ° a2 \ e \ \ \ ` i� / / NOTE: \OE \/ \ \ \ 2' OPEN - NO LANDSCAPING / / C 2" LIVE OAK CANOPY 14 32' O.C. 2100 `''��of 6 • ' O c / \ c \� \ \ \ \ EXISTING TELE PED. / / / COORDINATE WET CONNECTIONS WITH BUTCH WILLIS, CoCS UTILITY DEPARTMENT, QUERCUS VIRGINIA �� �� / / '\ \ ,\ Nc ° e 0 \ \ \ \` PL / / 979-764-3660 AT LEAST 48 -HOURS PRIOR TO * yy�% % EXISTING 3" LIVE OAK10� • • O / \ \ \O �0 1.c \ �o \ ' , EXISTING ELEC TRANSFORMER / / CONNECTION. 5 GAL INDIAN HAWTHORNE 201 3 O.C. 2010 T ` __ --%, ",' . ®0 / / \ \O. \ \ / \ \ • RHAPHIOLEPIS INDICA : N. a -:: I— "'� ® 12s / / o \ \ \ Nc ' C \ \ \ O% \ / \ \/ / MINIMUM THIGH STREETSCAPE O ° / / \ \ \ 'LiG \ • . UNDERGROUND ELEC. / / \ 2' SPACING FROM CURB 's CANOPY TREES ' • �\ ° O \ \ 2' OPEN - NO LANDSCAPING / \ c C9 / *420 LINEAR FEET FRONTAGE - 50' SITE TRIANGLE - 35' DRIVE = 335 LF / 50 X 300 = 2010 POINTS .._ , XISTING 3" LIVE OAK ®� ® / i / \ \ \ \ Nc ' ®®\ \ \ FA9� \ \ • • 10' PUE/ / / • • / \ \� } 1 - 201.43' �� / / \\ \ \��\ \\ ti \\` • // / \\ \ \ \ O� / 6" WATERLINE \ \ \/ c \ \ �CISTING.8 SAN.SWR. ',; \ oO / �M� 15' PUE \ FH#2 \ o \ \ UG ELEC \ < \ P� o \ • . \ \ \ \ \ :.::.:' XISTING 3" LIVE OAK O�®10% / / C����e ELECTRICAL METER ° \ Nc ®° c \�` \ \ / .-' — — •-, — \ \ \\ \ . O� / GOA \ C "`� \ \ \ / / \ \ \ \ c / \� CDS \ \ _ _ / ��• \ y . \ A'\'\ \ O� / EXISTING \ Nc \ \ ` : ;, .a," .. 'Ilai.,. \ \ \ EXISTING CREPE MYRTLE O / 811 WATER / \ \ ®� ® c \ \ ,•.- '- \ \S `4 STREETSCAPE BUFFER SHRUBS \ ° ° \ " . / \ \ EXISTING 15" SAN.SWR. \\ `'\ \\ ��® / / �20' PUE 142 - 5 GAL @ 10 POINTS / STORM SEWER SYSTEM \ "C ° C O \ -_ _. _ _ / 1-1 / _ \ \ I / @ 3' O.C. & 2' FROM BACK OF CURB / ° o \ c —\ \ \ \ ING 3" LIVE OAK / / o �w _ — — — -- NC \ \ \ � \ \ ,} ° c O -5' ROW MINIMUM T HIGH / \ O \ 0 NC ° "c ° 0 O O c ° / \ \ \ \ \ - \ \ �r®O® / DEDICATION / / / Oy0 \ Nc ° Oc ° ° ° ®® c ° O O O N �w \ \ \ \ \ \ \ ;' / \ \ F ° ®as / / STORAGE BUILDING . -� ��:JJ \ \ \ * " •.. e . fie,' / _- O __ �%`� \ C NC NC C � — — — C 0 \ \ 0 /: \ !/ I ® �, /G� \ O���Pl° \ \ \ \ . ' 1 �<%`>` i / I I 15' PUE / ( c0 \ O \ \ \ \ \ \, \ � t c / LANDSCAPE POINTS \� o o \ \ \ \ �' - - I �'� \ "`o o \ \ \ \ '�° �``'�� PROPOSED 6" WATERLINE SYMBOL SIZE NAME &TYPE QUANTITY _VALUE POINTS 2 LP CANOPY TREES �� ,::,�'�_':�;�'>>': <�:�.<.r:::.:-:~-:.;T...:. \i I I 2 LIVE OAK CANOPY 22 150 3300 \ \,:.,r I i O� .;,, N..,' �° :„^ "L: ' / Cho C \ r 1r i \ \i • \,'J {� QUERCUS VIRGINIA 7 150 1050** \ O \ \ \ r ': %::%>>;f `''� i' ' STORAGE BUILDING \ \ , ::: ,}_'' \ q -` %' \ @i 71 <I V ** \� \ I -ADDITIONAL SCREENING SC N G POINTS ,t C : \ C. I P O PL : r / �r O Q .:r '.:r:': a:rr:.t,f' i ,' _ _ r. P - 2.6 ACRES CRSS 0.09 AC CELL TOWER - 0.135 AC BUFFER :' 2.47 A X 43 .F o �. C 560 S AC N c, `� 1. F O 1 p� 0� i ; , ''--< ~. `1. x: • : S G� 107 375.4 / 1000 =107.37 X 30 = 3221.26 POINTS \ \W__ _ �. _._._ ..� .> �..��__>__>� _s \ � ��� _}.pc ``` -r E ° o `, :,.I; � �, . : .: I God \ \ \ \ �`' q ' . ss FH#1 -TREE CALIPER MEASUREMENT SHALL BE 12” ABOVE GROUND. O \ 0 0\ 0 . \ Q�- ; I { +; t °�. I o ' .I : o ° \ 0 o o \ \ \ JQ�" �, EXISTING \ \ 1 20 50 ., 3 LP CANOPY TREES ° .i '., O ° \�� f c ° ELECTRIC GATE \ \ \ " �� O c \ \ %O Gc,�`'���1. WOOD FENCE \ / 127.98' ;�Q{ - I ' c OPO D s2 ® ° f\� (�I o ° No ° -�a ADA STRIPING BUFFER AREA (400 LINEAR FEET) \\ o �� P� \\ { 9 5 ( , i WR G T I \ SYMBOL SIZE NAME & TYPE QUANTITY SPACING \ l"JJ ° \\\ \ ® ; P I f ;� v�,r�° r ° I ° •f p�5\p WATER SERVICE HORSE HAVEN ESTATES O 1 IROR FEN E ° �O PROPOSED CURB \ h xx EXISTING UNDERGROUND ° � \ •:1; � °- • ® ° 35 �� I / \ O. i n O( \ \ PHASE THREE SERVICE LINES FIELD VERIFY ,>,::' - a �P=6. / �:1� . ,1 �� 6 I ' # I ;, I \ �O \ 0c 2" LIVE OAK CANOPY 32 25' O.C. I c -0 O \ \ \ \ \ BLOCK 1 EXACT LOCATION r �, EXI I ING 3 LIV OAC-}, •I�y ° — — 4 c F STORAGE BUILDING STORAGE BUILDING QUERCUS VIRGINIA N O \ t .:':: ° i° i 11 M.... '! %` �� ° ° ° O ° j I \ / ��. O Nc 1.25 AMERICAN HOLLY \ O \ �� \ i _ \ : ° C) ° }m A - \ __ - _ _ CD__ _ ® __ - " _ _ _ _ . _ :::,•::: ::::,.. \ / n STOP.AGE BUILDING - - \ F - ,J: -„.'.' ° x 3 LP CANOPY TREES i \ r:.. t�` LLEX OPACA NC e ... 2 54 15 O.C. I 'Li , .. / e , G, 0 •� :'J:.� C., � .. ° . I ._: :z ,.....,,.. F \ ° G En\I' STIPdv r REQ , / 1 ue 1'2 \ C � � I c i� : ' :<� O P F �, _: "....:' :' ,,.<..:r,,;., \ �G 5 GAL INDIAN HAWTHORNE 267 3 O.C. O \ Gs \ FA �o, / ��� I t N 1121 --, . , . , , t. - ' < :: < : a' . OR .':",.,::J,., �' , \ �-9 O� \ RHAPHIOLEPIS INDICA \ \ \ \ :. _ I G N % ;<>i%In , \ i:ra:; / G \ \ :%> %� \ h MINI :� �r MUM 3 HIGH E i ti e u \ O 0 1 �P ° I . r. . % \ F �N 0 FICE O / C� N\ IC \ `l }, 0 �` i c P / G �� ;� \ O F/ O \ \! V �/ 29 O �V V O C )/ T tt G v 0 '`� �° f •rr k ^ i s l ” V) sw -0 i — /' (D } I ° 9' [D — t 9 i;`. N C� = h` . 1 5 : ` �.14 ° ° , O\ \ pp C' WRO HT IRON FI_NCE ALONG BUFFER \ \ \ \ \ � 0 . '(� ; NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. �� / NOTE. RL354:89, , z / THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND \ i/: o ✓ / SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. DELTA=8 2128 ,_ / / ° DIGTESS: 800-DIG-TESS' CoCS ELECTRICAL: ERIC HORTON 979-764-3660 T=25.93' �. } ° / / ATMOS: KIMBERLY WINN - 979-774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 / HD BRG-N60°40'05"E �' / CND=51.72' / / E5 VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 ARCH ,' '11 / X-8" WATERLINE / G5 5\O 811X6" CUT -IN TEE �o� a� / / NOTE: l 8" VALVE & BOX / EXISTING WOOD FENCE / HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE:I V'x 6" VALVE & BOX 1. \ X- WOOD FENCE / ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON \ X -FIRE HYDRANT / / THIS PROJECT; THE CONTRACTOR SHALL BE RESPONSIBLE FORil 61- -7 \\\\ X-8" WATERLINE y� gG � •`\ \ \ \I /�20' PUE / / / CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO _ �O `� ,, ��p0 • \ \ \ j \ / / CONSTRUCTION BY EXPOSING ALL EXISTING LINES. \ Qom` ' �' C° 3 �, \ \ \` TDG MANAGEMENT, LP / / GyoO/� / �`�' SPG �P\,`� \ o� \ \, \ \ ' .sQ X- TELE. PED / / I NOTE: \ ,'j�� \ ^�'C� �0� 6 S\� Ci \ / G�\� \`� ZONED SF 1 / j" COORDINATE WET CONNECTIONS WITH yam. 2� \/ /���OPi \ \ : `\ \ :?06,,, ^ X-ELEC. / / / / BUTCH WILLIS, CoCS UTILITY DEPARTMENT, ,�0- N I* ;<1.1 % , 0 �/ 5 \ \ \ \ \ \ F�7, TRANSFORMER / / / i CONN CTION 0 AT LEAST 48 -HOURS PRIOR TC{ _ OQ \G, ,,,, ` / / \ \ \ \ \� .,g / BUILDING HEIGHT LENGTH WIDTH SQUARE FEET ill I }, - r . , s G 17 5.4-' \5 UE 7901/165 / • 22-98 107.92 35 3,777.2 /...:. ' _:' ' :: _,�ri 4.78 c: y / \ 01.09 \ O 1 RATE INLET B >'s 9 7 1 :. 9 J 30i 11 57 00 . �_ I L 201.4 3 i ELECT RI CAL SERVIC E r - C C� 9 7 200 3 #D O 0 F S 1 SINGCE 6 000 a ( O L 1 it o \ , u •��TA- 23 01 7 \ 1 5 \ UNDER / GOU ND CONDUIT J 30 C? / \ 5 400 I / G ssss':: T 1 21 1 31 0.0 1 \ r i SEE E LEC. PLAN \ \ E / \ 1 4 10- 1 J. 2 5 9 35.5 i:;;I. 5 357.6 'I� 6 0 1 n / I CHD BR G F G N5 3 1718E 1 1' I 'i \ \ , u ^r , s \ • ' r / PROPOSED \ s � / F 15 -9- 13•� 40 5,440 I ss CND=200.08 / / \ \ \ ,o \ O � I a > _ ::_� = �._ _�._� _� ,., \ \ G " \ \ \ / �' \ TOTAL = 31 674.86 A 0 - - \ \ \ \ X-8" SAN.SWR. �0�� / / / 156PUE 106215 217 �\ \ \ > \ \ \ 9�ti \ \ \� • / V/ ,&7 - \ Q 9 SWITCH 0 20 SO \ �F / \/ \ \ \ \ • / JV 1hL, TORRES SAN JUAN& VICTORIA I / \ \ \ \ / °��' . \ STATION \ \ \ \ °C °�0 , / FIRE HYDRANT #2 5 \ \ \ ` / O ZONED SF -1 \ \ �\y \ X -VALVE �c`�P� / i �PG�/ p`� 1500 G/M REQ'D. �,� \, \ UG ELEC \ \ \ \ \ ,/ ��� BIKE RACK FORS WO BI S ��r(,�� WINDWOOD \ \ •: `~:: .5\O , .fig �\� i ELECTRICAL METER- \ l \ \ _ . ' / \ \ rA 0 I(,G U.I :,F;. 6 J __ A _ CITY LIMIT :1 \ ,, \ / ���`� O� o \ Q \� \ \ / \ BENCH CARTER'S C EEK \ \ 5 ROW i �P� i.,:.• � \ c9A � \ / / - - \ \ \ \ y DEDICATION / \ \ \ 0 . /� Off\ \ F \\ \ 11 \ :... ,;.: _l\ \ 1-�k 4 \ *>:� \ \ X -ROW , 12" STORM DRAIN LINE \ \ \ DICKEY LARRY _ �� QP 15 PUE \ / LINE 2 \ \ \:: \ � HORSE { \, \ / / \ \ \ _ \ TAMEKA S JACKSON-DIKSY y • / y _ ..............,,,, ,w \ \ : i 9'X6' \ \ \ sQ ZONED SF -1 \ HORSE HAVEN ESTATES �� ��� HAVEN X-15" SAN.SWR. \ ,. F O� .r- "" 1. \ �11 / / O\�v �0� \\�G f ° .,., \ \ \ - - - - - - - \ \ �V_ \ \ PHASE THREE 6� �� e��� ESTATES \ \ / G,� X-VEGATATION 0��\ O\J J\\0 30'RJ ° `' \ \ - - - - \ • �� \ \ O \ BLOCK THREE I D� \ .,_ • • / ,��P EXISTING 8' O 1. G�0 `�,' - ,, \ \ \ \ .11:\ �F \ 1� �`,<< WOOD FENCE cs, \ \ r'G \ t / S� 00 ', GRATE INLET \ \ •0 \ pJ `' -``"' , °: :.. • ," � I 1 0' �X-8" WATERLINE ^�6 \ / \ �-' Ota :. '::� ° ; ;�,`�r o. / `' \ \ \ \ `o, �� �`T '' \ (SINGLE) \ \ �c, >:: - _ - X -PP �, -: .; , 811X6" CUT -IN TEE , • `,, - O Q \ \`� o / 15.86 �\ f,,. ° DRIVEC � --- ---- -\ \ \ \ . \� GO P Po r, \.P' l:..... ,, 1 8 VALVE&BOX - \ \ \ \ O\' \' SITE ��\ 5i .r; `.. F ° 1 / 6 VALVE & BOX •F \ \ \ :F . / h ' \ \ n , '.c.�:':y`�`� I t / 1 + •' / ° PROPOSED ,1 ° `LO , •'` \ \ \ � SU TON � d a X+� 1 / 6 X22.5 BEND r \ I T \ \ \ \ ,��\-w \mo w ,; � ; I I 1 / , 6 WATERLINE 6"X11.25° BEND f:'' \ \ ` \ \ \ \ BROWN STEPHANIE D & STEVEN D P� E �� PARK I* c, ' ;'>. ,, . WROUGHT \ `E- \ \ \ \ ZONED SF -1 \ � �A - \ � �- X -SS MANHOLE '•;' I 15 PUE - 10625/217 •'' , P\' \ \ I lL A \ \ \ (TYP.) :.., . '"` 1 : / .' '6 \r�o FIRE HYDRANT #1 I- ° S IRON FENCE �� \ \ 20 PUBLIC ACC EASEMENT -9 RAINTREE \ FLAGPOLE 1 :f 1 / `' : 1 \00 1500 G/M REQ'D. f p '70 ALONG BUFFER 5\0 15 BUFFER \ \ \ 10625/217 \ J, TTO �a CONCRETE < ../ ^'.1° " - y f ,., �, `LO' s DRIVE D \ \ \ \ \ EASTMARK t(� ��•p 20' PUE \ / I ,<, I I 1 '` �� �.. 00 \ �o •T \ \ � \ \ BASE ; r'ti\ �:J :% �9, 5.5'1 /- ° o r? off, \ � 12" STORM DRAIN LINE \ \ \ \ y ��. GANDER MOUNTAIN \ / `'' ; r--' ,. ' /\ �` /2 ��, �`� `:� \ \, ` , DRIVE B O y� ,� ti LINE 5 \ \ \ \ \ �0\ \ ALLEN ,: f :;? , I I O 1 0 \ 6� o� * \ �o ISTIIiC�W D FENCE ONDA �P yq$` / ' I N Fs G� O�� \ GRATE INLET t >.:: ,;; ' ::*. >, ,0 G SINGLE '9 X-8" WATERLINE {�' \ I % < _ r ,,: / O \ `s;'OG! ( ) \ \ ! 20 \ \ \ \ �� \ ADA COMPLIANT\ �� ° << / f "c 1 . ;�..F.: �� /' \ fit- G' GL O O, \ S, \ G \ �'' - ::<:;.` \ O �S], �' \ 9� �yC,2C \'`' :� \ CSA \\\ !� \ \\ . RAMP (TYPICAL) j o II QS/o I 1s3oS.F. r,. f' ����',r HANDICAP STRIPPING r0' \ OV FOO 1 \ F \ \ GSOA \ q • . / \t Flt 1 PIPE BOLLARD (TYP.) 0 9c G! `'o, \ � \ \ \ ly BRANDON O'RI�LF.\Y e<F i y! E2 1 ADA COMPLIANT RAMP \ r?� FOG \ \ O� \ \ \ \ \ ti ZONED SF -1 \ . E5 / E1 '� E3 1s 30 R O Q \ c \ . 0�9 ' , �s � � \ \ \ I P 9 < s 1.i �o , , / i ago 1 \ v% 2c \ \ ��." \ �s� \ \\\ \ \ I . ,` / / 1 � 1 B DRIVE A s� O *ALL MOUNTED \ \ � • . - __ - FIBER SIG 0 0 , 18 STORM DRAIN LI O \ C. : ��' S,R / ENTR KEY PAD •1 I , '- a O GRATE INLET* #DS -2 \ r'. '. �c LIGk(TYPICAL) \ \ I 7.5' SETBACK \ \ / • & KNO ° UG ELEC SIGN 4 \ 1 SINGLE apo LINE 6 �L-7 1,. s�, FOR EXACT LOCATION \ . - _- _ T- .� _ .: WHEE- STOP m,__ _.w_.. - - o \ __ PEDE�TR N ENTP.Y �- _ „ ._ _ . . _ _ �._.._ - .-. _., ,- O - Ate_ 1 SEC c�cc, s - - - _ __ _. \ / O 2� rKh,H� rLAsJS \ 1, / / / ROLLING SECURITY GATE - . , . ; :. �.: :. .. I BLACK IN COLOR 15'R <.-::` / �o 6, GL 9 , O \ \ \ \ I-q�.. F,`.': • :1_ _' - >} ;,.. �P PORCH \ G \ �' �c F \ \ \ 1 , C? / >, ::,. ; ,:.: WALL MOUNTE F\ / �! A r i \I. y / ** S O . \ \ it T s:.. IGHT i 6� \ FOR SIDEWALK CONNECTION `._.N41'::4'3 i N :: < ON TO THE 48 E 127.98 E / \ o \ ``'. '? <:... \ S ! E 2 V B T LI CAL GHT TYPI O / P o UR .� O P c \ E _ 1 T H ? EXISTING SIDEW E O C ALK SEE SHEET TSS 1 0 _ �c R � C B O P N G 0 N � '\ 1 t •o \ >.,..; ` Mh PpSED E SiRiP J / ,I . ,:. r" \ c o, \ ,1 \ "`<:° `,. ' < .. :. ADA RAMP °\° / PRO IRE LPN ' OFFICE,,.,.,; F \ 24 STORM DRAIN LINE ``. \ \ \ \ A / I/ �� r ,I. \;.:;.,; \ ::� OG \ LINE �' \ \ �/ P >c. I� \ \ \ V . P \I V / \: V it \ V)5;;o \ \eo 18 STORM DRAIN LINE- 1\ \ .c \__O V � �:�;: '+.' .. c9„ :u' '\ LINE 4 \ \ •� :\, �1 'A Q ` .,< / \ h S' v ` I \ _ 300 S.F. OFFICE \ \ II \ \ \ I �,Z, �� / ; �: A '�/I/S, ;z \ � GRATE INLET* #DS -4 \ \ \ , \ � HENSLEY, \ 1 / A°`��:`\,::°_:;',�,%� .;<,ti,,::,`<:; <:., ,....::.w,. ,., ,.. �2 ,N ' 1 -' \ r' Ir \ \ EAST JORDON IRON WORKS \ `t: (� .� 25 R /� % ,,'f; , °`\,:::,,:".,,.. R ; o, 18 STORM DRAIN LINE (SINGLE) \ _ \ \ :<: \ ZONEDI' 00 ,� ir � .\,; ,i,l,'I' = .:,..\;:. .�, � \ �°I .� \ ti V 5724-80 FRAME &GRATE \ �` /' :.', \--,\ -, ",*''``` , ` , , '. � . \ J, � LINE 3 � \ \ � \ OR APPROVED EQUAL \ \ \ \ \ � '� ° �' 11 1 I / 50 R �: ,,,.,:,.. ' 11 M%7.5' SETBACK `-'"' .; .y. `,,,,+ F \ \\ \ VERIZON SIGN �` \ O! \ /� N48 1612 W 5.0 /,.•:,1111'....>::<< \ ---1. �� /� / :,.".. '� \ o a� "� 92 \ WROUGHT \ \ \ �:: \ N41 43 48 E 37.54 'h / rt *" ,'%` M \\ . -9� 2 G 'bio �`* X90 \ c�� / \ / `� ' / \ "'� �I II \� • Il • /;'`y,',�`':,.`\Xice+` O C ,`,,,'`,'},j. ��•\. - 0 3• ?• i�a�� :• ADA RAMP / u� \ :, . ',.. \ G �` l , - E6 O - Q o0, \ .hh IRON FENCE / \ \i \ I ; �,� '� / :\ °�````` \ so0 0 20 \ TDG MANAGEMENT, LP a ,I p� ` / / I ' te r„ k.,.: ,� : u�,,,; ...n.... \ \ ,� 2 \ \, 6P �` • .. € :\, Y� 2.60 ACRES `; P S� / / , ; \ -n • \ / i€ t t �i ' \: 1 �1 >\ \ G O V' O / RAW / T7: k WE RENT i � STORAGE BLOCK 1 L O O OT 1 \ O i 2 -� i O• L i O -? O 5 \ \ --. '3• 2 I / 5 �::%v G 0 O `'. / t \ C� �` Z ONED PDD ��/ 30 R 5 # VV * �` ��6 ,,`` ';:r a FIRE LANE STRIPPING ALONG LABEL: \'O O \ t / # / , ,`': , , FIRE LANE t<` is • 2r:` G / d S "{ti� , "t , I /.' - FI E R LANE MUST BE TRI D �' \..: .. STRIPED AND LABELED O / • 6 T / S \ 6� \ I F" 11 G WATE R T _ ,:� / € - C7 / .',�u. FIRE LANE NO PARKING TOW AWAY ZONE � �� \ `L oa ,>. VALVE / , : :..£ .< .... :. ,..,.,. :' -.I.- I- ,,,,,'. \ i / / is ;+ I1 I : i :11 4, � 2 O 't, \ A PORTION OF THE LOT IS IN THE FEMA FLOODPLAIN PER /� (.; 9� ` \ \ \ 11 / 1 EVA r F QO R F 00DPLAIN :: ..:. . ,• ..<: -,::',�': G� J- ( 20 PUE / € # M? I <..:>::, _ \ FIRM MAP NO 4804100163 D MAP REVISED 2 / F• . I . \ GRATE INE 3 /9/2000. Y Z ; 1Q .: . y, / �FCMA FIRM 1630 >,' ,, :.� ':. ``: ': VERIZON UG ELEC _ _ 10625 /:. , :<;. ,. '.,<. „ . X -SHRUB �/ %' .:.: \' :... ' < ' ::. ' 4, \ DOUBLE THE FLOODWAY WAS REVISED BY LOMB 09 06 0200A. / / F C 4 \ / # F f Y / / oN es,,,�=. \ i1LL "t�11<: / C &FIBER FIELD LOCATE THE FLOODPLAIN AND FLOODWAY ARE / �. RFT \ \ ( ) THE SAME LINE. / C rn ` / �° X -TREE TYP. F \, / .+sr+' %'+ I❑ .. r I N� ii Q v`S / � 1 \ r' ff• . -1 < .. ,f , , • i _ _ _ I i- „•?. _, , . • . ,. .. .. ACADEMY . > � �� . \ O / /V _ f f . C Y DELIVERY DRIVEWAY , . u' \ EAE ENT DE .: • / t f '�, : : ! .: #, : ? t f ; _t . # _ 1 : S M SCRIPTIONS .. .. ... , i 'h / i . (-.. , .,. ,: y - -- t :. ; /�. . # f f: f s t t# f a " ' ZAC REALTY LLC & JC BUYERS LLC / - p € " ' 15 SAN.SWR. 305 230 f © / I• . t t HORSE HAVEN ESTATES 0 ,. / € : E 12 SAN.SWR. 1330 303 f O / , :T 0 P \ /. I - .. -..:::.1, '' �­ 1 3 / :�:?# PHASE ONE LOT 1 o s -ff I O 7.5 SETBACK / VELOCITY EROSION CONTROL ® 15 PUE 8976/271 _/'� ';_::; " / S\ / 9 OF 30 PUE V : I } tJ� r F � \ i ty I / ® 30 PUE 4285/35 ZONED PDD B \ / s..:- ` \i� 1�1/ ,q3 -: �, I i `TRM RECYCLEX TURF REINFORCEMENT MAT BY AMERICAN I € F , / �;r . , EQ 20 PUE 4285/35 X-18 SAN.SWR. \ \� sr `' OR / / 5 f 13 ;EXCELSIOR COMPANY OR AN APPROVED EQUAL. INCLUDES iI �\ 6 / o �` E 20' ACCESS &PUE 9244 199 \ `\ ''` \ ` ` 30'R / �P� / . € =i : ; I i I TOPSOIL, SEEDBED, SEEDING, WATERING MAINTENANCE AND I I € # : I I , I ` II ® / CURB PL .;. O 2 / . s : 1 a'..; \ ti O r "`' ,> �/ / s: ;? I I I I : f € i t o �;:;..... EXISTING WOOD � / / / / I I 1 , ;ESTABLISH A HEALTHY GROUND COVER. INSTALLED PER . : I p I ,\ \ 7.5' SETBACK \ \ . ` �; P / / i I ;OUTFALL STRUCTURE ` ? HYI i ' � I \ '0 ` \� • • FENCE \, \ ���� / / / iv I - MANUFACTURERS RECOMMENDATIONS. SIDESLOPES SHALL I I I € I . \ • 'n 2p F / // / I € '' f , I I I � I BE COMPACTED TO 95 -PERCENT STD. PROCTOR DENSITY I i : # i s , , i t \ I 7.5 SETBACK o �/ € I € PER A M D zI�s;e t ", `. / / 25 SY ROCI. RIP RAP € I, ` ST 69� TO WITHIN 0 TO 4 PERCENT OF OPTIMUM I �� ' ` CRAIG ANGSTADT, COLLOCATION \ " "" / /� / •: £ I -- i I FILO A t �. II I I - t MOISTURE CONTENT € `I ` / \ / •:_-. 0.09 ACRES ELL G �' C TOWER SITE '=s� T. � �.D. ? / 3 f ? £ I P I I \ r 1 � I W WROUGHT } I € # RE 5 rvi NT STORAGE BLOCK 1 LOT WE 3 k 1 I € k i 70 Y T i _ 5 S JRF REINFOR • E C MENT T I MA TRM I F : %s I �. i %� t 5 F Y £ ~��� ` . W E RENT FENCE AL N �ST RA 0 G BACK OFC RB �:� O E u G B oL OCK ON E L OT #, ONE � Z is I11 / I j i f� 5 • / F 4 I � ,1• 0 F I % I ROCK RIP RA P COMMON I I 4-18 GRADATION, E T � 0 # CELL T i 's % : �% OWER SI E T # 877458 F 5 I 5 �� i G'� t P 2. 5 A R ? f 9 C ES � Tx �€ t �•, # DOT ITEM NO 432 DRY W TER € '� i t � RATEX GS700 r q i �I I O € i € f s 0 i F o _ / t GROUND STAB LIZA � � I TION FAB i ? �- R C OR APPROVED / I / I O i f 's 77nn(( \ I V ,V1 # O # F M � OR AN G RE T R LEA C O E /� f • G U A 4 / E UAL RIP R 6 AP AND FAB I Q R C SHALL BE HAND S I € 1 s s I G F �J # s '; i: i I E f e i f: 1 \/ P 100 YEAR FLOOD N € ,- I I I I I# f el *1\ EXISTING 18 CULVERT / / f t f F I I PLACED AND CONFORM TO THE FINAL GRADES f ? (J ' / i i is /` i FEM 163 C { '\ # £ /(n COLLEGE STATION, \ / I O N B f AND AD RA Z O S JACENT NAT R COUNT � UAL GROUND. Y TEXAS XA CHAEL S .-�-. G. HESTER / f II � I # ! , f I D f # EXI G i •40 WIDE DRAINAGE \ f # I< 4 I f # I # t # .Q / f # \ f1: I# BAR WIRE �/ / / _% I # f # f # EASEMENT 10625/217 '. I I , # f : % , f # ? t < \ # # , f ? : I WE RENT STORA E WILL BE CONSIDERED AS ONE BUILDING PLOT FOR THE PURPOSE OF # I �-� 69'104 �0 2672 HORSE HAVEN LANE \ � -1 : : € f ::: I I I f 1 O <v k FENCE : > , t . : f : ; : ; : . SIGNAGE, LANDS APING, AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS FOR \ / / ^� . �" , ',•, ' f I I I : I I I I I I ` € <%I` `' I ALL SIGNAGE MUST BE PERMITTED SEPARATELY # Q �� _ ��_ ` (ATO BE REMOV ) / t : I : : t : t # € € ? # #� : : s� ; f BUILDING PLOTS VER 20,000 SQUARE FEET IN AREA I , ' ,,,.'I • (''\��� MAY 2012 SCALE 1 20 \ :\ / / :\ I I I I % -I I I € € f C,e //cn1 € t /< t i V G� / % f S \��, SH��T f�lO. \ I I €€€ E \ / / / ; } # / I ' : . € %- _ LINE LEGEND /OIv�g1- �, / jj , I ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ������SITEPLAN: �� # #fid ; I € : % ; s EXTERIOR BUILDING AND SITE LIGHTING WILL MEET ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT PROPERTY LINE _ _ _ _ _ _ _ ' I `, �PL f \ > I ' TDG MANAGEMENT, LP : I I �'l / / / : I I I I THE STANDARDS OF SECTION 7.10 OF THE UNIFIED WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH EASEMENT I I I \ ° // / / # s t ' 5.42 ACRES LOT 2 `� r DEVELOPMENT ORDINANCE. THE LIGHT SOURCE UTILITY LINE I # : THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, ` / / / . I I I i / ' ZONED PDD SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A • / / } ":':'yI`<<"3= '`::;\•` ,�'.IN..�,.,,\a '; SHALL NOT PROJECT BELOW AN OPAQUE HOUSING UNIFIED WATERLINE € I I € _ P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - May 16, 2012. \ / / I , ,.,..�, F ': �- _ £ APPEARANCE. w - I # t �,.. , I I C� ;s; ,.,". SANIT #: I ARY SEWER LINE ,r t :.> + , .,\ ., ,+ .,., ,., , , . ,x, AN NO FIXTURE SHALL DIRECTLY PROJECT LIGHT , f ALTERATION OF A SEALED D 11 /-, ':, >£ ..:..:.. OCUMENT WITHOUT NOTIFICATION TO THE , % I E RESPONSIBLE / ,;., I I 3 ,< ., I :\: I I N A LY. FIXTURES WILL B I ': s` i EWEER E MOUNTED IN i R IS AN OFFS / I NSE UNDER THE H TEXAS ENGINEERING '>�, s € G EERING PRA T / >.��' C ICE ACT. C . I 4 , \ v v: ., v t .v : : s , .� v . , # 5 I E i .. , >:. „ .:\, +?°>>.','.'. SUCH A MANNER THAT THE PR E : F t f;,..: , OJ CTED CONE OF .•.,• WATE I :... ,. ,..� F . / ,. R &SANITARY SEWEf� LEGEND ,.. I I `t:`<:>,.. 0.69 A /� . C DRAINAGE �;.�%,,',#" ..... <,`', •'-.,++ LIGHT DOES NOT CROSS ANY PROPERTY LINE. DEV I . RELEASEDCONSTRUCTION::::�'\ .\:., ELOPER -OWNERAOR OF I I ::;, SHE QTS F,.11`, v �, .i % 0 I \ / FF CE WIT H ONE EMP LOYEE F @ .�0 GAL D Y .\`: A CAP ASEMENT 4.1 7 I- 0 07 / 1: `'�,;�,` ETON OFC�LARZAK M N ME t I:�4'� w`:� I \. ,.. I ❑ M NIMUM WAT #f 347 ER DEM ND ❑ 6 \+ A S GAL MIN �:v"� ,. \ PA , RKING RE IRE ;�,� Q U MEN .S L P •'•\ :::;. F ,::'y%``-", F MAXIM UM WATER DEMANDS .1 0 4 GAL I J; / MN ,. NOTE: , •z EXISTIN DETE , >,�+``' \�•% G NTION BASIN ` 300 S.F. OFFI E S I AY :.�F• C 1 SPACE PER 2 50 \'. ) �i `, AV . W V r G::`'.:',.:' :<:`;:: :. ,,:`,,, •'.: •...:,. '.. ,,, ........., ... G ATER DEM D n_n (@ �%z a� ry, IE u Fl-' f. •,F,.:,'+, ...>' '<, •.i4.`'<;``::•,.... AN SIN GAL MIN. 0.035 GAL MIN O O < :, "<:.".... ,., .\ >.`,k,:' .:, : ., , ,: t. ,, , ; ... :, > : ,.., . UTILITY CONFLICTS MANHOLES VALVES VALVE �� QLhl Lr 0 Lffl-" (@ (@ T u "� #. `>,:,.. <,.: +,: „ ,. , .:..:'.: ,: :, ,:...... ,. >t• :, .:.. ,,.: >.,......, :, . ,.:..: ,...,........, : h,:, :.. ( PARKING SPACES RE UIRED 2 I E S 5 : # ? # „ .,,1 ,a,.:, ',t , :', ',> ,.:.. %\: >. ,: t,. ,.f, :, t ", ., >s ,.:•.., ...,, •....... +..f 1' . ,.:...". ,.:. v .� ,,: >, . Q F t ; \, .. .. t., ,:: :, :,, , ... , ;., ',:. ...., MAX /. , .,. , ,. ,., ..::.>, SANITARY SEWER LOADINGS ,... >.\ ;:':.:+ .: "...:.... , ., . , 200 GAL DAY .,.....,,.:...,... / ;t BOXES T BE AD 0 JUSTED TO GRADE BY CONTRACTOR. - ,I ° :, , 979 690 1 504 :',;, ;`,:. PARKING SPACE PROVDED D D 0 0:r. \S I 5i46WON0 L�1.00D o o <\`00 0 0 •.\ f E�a��� TL.C�0 �Q�� D���� C� �a�0 T� 4��4�0 C�0 0 0 flfl�Jg g (� I \t• f # s \i , # 3 )" t 3 € I 9 . f+. ,f t t i 3" f �': f Ai t e (A � � __ . . I I . I I I I I I I I I . I � � I I I I . I I . I . . I . I I I . . I I I I I I I - I I . I I I . I I I I I I � I I I I � I I I . I I I I . . I I I I I I . � . I I . . I . I I . . I I . � . 11 I . � � . I I I . � I I I I I � I . . . . I I I I I I . I I I I . . I I I I I � I . I I I I I .1 I . I .. - I . . � . I I I I . I I : I � I I I I I . I . . . I I I I I I I . - I I I � � . I I I . I I I � � � I I I I . I � I I . � I I I I � . . ­ .1 I . 1. . . I i I . � I � I I I �� I I I I I I . I I I . I I I . . � I I I I � I I I . I � . I I . . I � I � � I I . I 11 I . 11 1. . . I I I I I I � � I I I I � I I I � I I I I I I 1. I . � �. I I . I I NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. . � I . � . I � �� ��� __.� I . �. � I - I I I I I I . . . � I . .1 I � I I . . � . I I'll - - - I � - 1, . . I I . . � . . � � I -1 I . I . . . . . I I I I . . I � I I . I � . . . I I . . I . I I I � , / ;-71 . I I � I I I � I I I , � ,"� .1 . I I . I I . I , � 1� I / / , I I I . I I '� , :1, _ I i . . , I , // I . � � I I � " , .1 1 1 . I I I - - I � ; I . � . I � I I � I . � I , 11 . I I . I I � I � � . I � I . . I I I . .1 - I � . I . . I I I �" . "I,-"" _&_ . I ­X� . � I I . . I . I . I I I I I I � I " " I I . I I I I I . I . . I I I , . ,,, I I . . I . . . I I I . I � I I I . I I , I I . 11 .1 I I I � I I I . � I . I.. I I I - I I I I I I I � I I . � . I I : . . I I � 1. ., " /1-1 I I I/ I I .1 . - � I NOTE: , I - I . � I I . - I . , I � I ,. I 11 � I . � � : I I I I I ,----' I . "I � , , , / '' 11 I .. . I � . I I . 1. . I I � I I I I I I I . . 11 . I . I . I � - I I � I 11 I . I . I . I I 11 ��,' I I I k .11 - . I .. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND . I I � I . I I ' . I 1/'- . - 11 " I I . Z � / . I �. ­ - . I � . . I I , I . I I " ' - I . I I I . I ��� , , , , , , I : I . � - � I , I 11 .. , 11 . '\' � I . I I � SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION " � I I I : � . I I I . '__� , ." I I . ..... 11 I x , : I I I I I I . I I I . . I I ......... " ", I . I . � 0 1 ". I . I I I . I I � . 11 I I I I � I I I . I, , I I 11�"' �' ij� I I I / I I I I � . ' .11. I I . I I I � I I . A � I � � I I I � I I I . I � ��" . "'� 0 I/ I 1\ � �. � � . 1. ..� ". 11 � - I DIGTESS: 800-DIG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 . I I . I I I � .." .1 I \ I I I - I I � I � . - ; I . 1___' I . 0 I/ . I . . .1 - 11 � I ii I I I I I I I � . I . I .. I I I . I .. I ATMOS: KIMBERLY WINN - 979-774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 1 1 1 � � I i I I � I I I I I I . I ',1 I � . � I I . . � I I I � . I I . i I ' I I . I I I 11 I � I I/ I � � � � I I I I . I I i I I � .1 I . I � I I . I . I I . I I I . I I I I ; . � . I 11 I . . . I . . I . I I . .1 11 I � , . ..", . I I z I I I I . I I I I I I I - I VERIZON: BRENDA VIDOCK - 979-821-4770 .SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 � : � I . I I I I � I I ,_ ". " . I . , ­­ � � � I � . I , . : I I I I I . I I 11 . I '__"� I " . - ' 10 � ( I I I 11 �. I � I I I : I � I I I � I � � I . � I � .. "." ,;, .w. %;', I/ ' I . I I I � . I I I � . . . I I I � ! I 11 I I I I I I . . I � I I . I - I � \ I I I . . I � . � I I I I . I I I : I I I I . ." :. ;;....._ _11 � I I ' I I I . I I � � I . I . I � ­ I .1 I I . � ! I 1, I I I I I I 1. � I -5- TC260 32, .. "' -, .­ , I I I I z � '� - I I . I I I I . . I I I I . I I . . I � � . . I I I I - . I I 11 I I � I . I I �� 11 . " I -�ft. �f­:­.:- I I . I 11 '_1 I I I I . I I . � I . . .� I I I I I I ''. NOTE: . I I I I I I . I I - . I � . I I I I : I--,' _� ... I " � .. 11 � z - I . I' I I I . I 1. I I I I . I I . I . 11 " ", z �' �:'. I � . I I I I I I 11 . I I I i . I I I � I . I . I ."" .:". .. . . . I � I . �' ''I I .1 I I . I I . I I � � I . � I 11 ! 1. I i I - I I � . - . . I � (. .11 . . .." -1 ,,;,,,I 0 1 : \ i . I I I . I I I . I I I I I - - � I I I � . I I HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE * I I I .11 I I I . I I I I : . I I � I . I . � � I I 11 . I � lz4 1 1 � � I I -.1..", I'll ' , I .1 I : . � . � I I BENCH� . "" . . . -'< ;.'�' % -IN \ I I", I'll I \ . . I I . � I � I I - . . I I � I I I � I � . ! � � I - ­ I 11 I � � � I I "I I ,� I I . � I -1 � � I ,� - . I I I � I .� . I ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON ., . I ' : I . . I I . . __ _N I I � � .. � . I !: . � . � . "X" CUT IN TOP OF CURB 11 I I I I � �"' � , . '., '.. I / I \�k I I � . I . I � � I I I I I . . . I i I � . � I I , . \ '>1 I � I . I I I I I �' I � I � I � I I I I . I I : � '� , ­�. . - . I . : I . ;'_'��.: - � � I I . I I I . I � � I . � I . � . _ "I I I . I I I I � I . . .11 . I � � � I I I . � I � . I THIS PROJECT, THE CONTRACTOR. SHALL BE RESPONSIBLE FOR I : � � ! . 11 ..0 .11 1\ . I � . I I I I I I I LEV. 262.29 11 11 t . I 1�4 I I . I I I I , I .� I I I � ! � I I . . I - ' I . I " . � p I I I . . � I . . I . I I I ' I I I I I . I . I I : I x . I � I � . I I I � I I .1 . � ��� z I I . "I., - I . , , � � I I . . I I . I I I . � ' I . . I I ' . . . I : I I '1-1 . I " \ . \ I I . I I I � I . I I I I ­ CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO I I I I I . I � I � � I I � I I . I I . � I . I I . I I . . .. I.. . . I . ' 11/' I "I, ��_'_ . . I .\ I , , � � � .1 . 11 : ­ I 11 - � . I I ..' I I � I I. I . I I I \ , � � . � � . . � _3� 1 \ - I I I "', . \ .' 11� ":' . . . I I � I I � . I 11- . I � I . . . � I I .1 I � �'o I I I . /I/ I . I . I I , I I . I I . . I.. '�� . I I I I I . . � I I � � I CONSTRUCTION BY EXPOSING ALL EXISTING LINES. � I I . I I � I . I . I I � . I I � I . I . . I "I' I ", " I I � - I I � I I I I � I . ; . � . I I . .11, \11" \ t-111 � I . I . � I i -10 , . I . b1.\'__1 -,\ �* . I- . _ . 1 6" 1 1 . I I . � � I � . � �1 -71" . � I '.' I I I . I . I . . : , I . I � I I . I I I . I I I I I I � � I � � I . . . I I I . .� � . I I ', ' �0_ I., I ' : -'t ."' � I 1114 ' � � . I � I . I � I I I I � I . � I � I I � I . I I . . . I I . I . � , I I . I . I I I . � U, k . I �'­'. \ " I,< I - \ , I I . � � I . I I I I I I � _j � . .11, . I I . I I . I . � I I - - 11 I , �_� "� "� 1 "". 'Ilk, . I I I I I I I I .1 I. . I I � I ,� I - . I I . ! � . , I I I . I / : I � I I 11 I I I I I . . .1 NOTE. . � � � I : I I I 11 . 7 t-� - Z,-, . . . . - , . .11 . "" � 0 -::-,-\,--: - I ,.. IV.. .".; \" \ I . I � � I I I I � . I . � . . I I I I I I � I � I I I . I I . I I I I I I . : I 1. . I I . . I � � I � I I - -y .11 I . . �� � _'%� 1� � . '' I I � - I I I � I.. . I I / . I - I I I I I I I . .. I .1. � I I 11 I � I I � I I I . . � I . I - I � " - I . � ,./I : \,'�� N0262 - I �;;�� ", I . - I o_:-- \\" \ . . � I � I . . . I.,. � � / . � . I I . � I I . I I I I I . . I . . . � I � I I I COORDINATE WET CONNECTIONS WITH I � � I I I . I I � I ,. I , I "�_ X 1 10\1*_ �\ `�__ . . , � I I I . o .. , �� . \ - 1. ""t" I 1, . I I . I I . . � I I � I I I I . I I I . I � . . OV" i . I " �� " I , "'. .. . I . ->\ ­ . I � . � I � � I , I I I . I � ,. I � . I � , , '_� '. I ,. 1, , � � . . . I I � I I 11 ! I I . 1-1 / . . -_ . I BUTCH WILLIS, COCS UTILITY DEPARTMENT, I � I I I . .. I \ � . . I I I � � I � � . ­ I 11 � � .� I I I . I : *� ,A � � ",' I �� I - " 0 1�1 `� - "... ; \", "b N I . � I I . . I 11 / - I . I I I . . � ,. . I I I 11 I ''! I 1 JIV.61 1 1, '.' . .I. . � / >� \ . I 1� ''. I I . . I'll, I . I � I I I - I I I 11 I ­... I � . I . I . 979-764-3660 AT LEAST.48-HOURS PRIOR TO .1 I 11 I I '/ . I I I I . -7-,-o ; x "It'�' , .\ � I I . I I � I I � i . '_4 " - - 0 \ - Ill , - (\ / I I � I I I 11 I . I I I I . I \ - I � - �.09� � 11 �:.�.�.:.IAUV_ 11 I - I I I I I � " I I . . I ' I ' . I � I I I "�� �_ �' .-'� .�'�/ /'xx I , 11 � I i "'� -t- . I I . \A.r'A', ic/aaoo : �'..-� _.'�m I X 't5�- 1§11' - I - \ I 1\ \ "N . . - . . I I � / I I I � . 11 I I I . � I I . I . I . � . � ' I I '/'- , � I : - I '_' I I I I I -, I . I I . I � I � ION. . I I * 01. I � . I I . I , ,-" - � "\� I ,. I '\1_1 I I ,/'\� . I . 11 . I . I I I I I . ." ,� "'�x , : '�'o I 01. 1 13-Z .�� 1� ,':� . \111� , /` "\. t \ ,,, I ''. I I I . . i I - , .'.' ": \ \ . -4, I", - \ , . . . . I . I . � ''I I I I I 11 . I I � I � I . . I � I I � '! 110 5�;NO , I : . \ � , . � � :f, I ,/' % ' . I PL "I I I I � / / , I I I I . I I . I I . I . I I I I �',"-"' "."x I " / I . . I � I i I '_' "' I \ I '\.� 11 ?'�� , �' " I ' / 1 �4 1 . I I / I : I � . I.. . � I I I . . . I I . I I I � � I .1 . . . �.. . . I . . . . � I . - . I � � � I I I . I I /01,1111"', - I... - 11" I . . I \,\N "I' �: � � . ' I ,,,, \ '/ , , . .\ / I I I . I I '.' ,�/ 1 I 10 V �'­'.""_ I I . I / ." . " ""/ " w '�Z ':1 ?�' � . . / I � . '." " _� '/ . 1, - I , 'N I I . � . I . � I . . . I � I . � . I I � . ­ . tt, ... . ' �. L 11 11� � :1 � I I . . I I . . . . . I . I I I � 11 I . � I I ­ . . I '�". I � I ,11 / ,,, \ \ /'/ � I I . 11 I . ' I . . I I I I I I . � . I I . � � . I I I I I . I I I " I I I 11 I � 1.� � I I I I I I � I I . I I I .. ' , . I I . I � I ��'�//' I I . , \ , I I I I I I . / / , : ' I . I I � I I I I � I � . ,� . . I . I . I . � � . � ' .. . � . I I . I I I _Y(n'j;��\x -.." . .- . .. - �� :' , � "�."'.' �'� .'� � "I. ';'- �n / �� . '�\\ %,\\ - N 11�1 ��' I . I I I I . . �r­"�-. . ' /' \ \ �o /I : /' � . 11 I '�-' -4- *�','­"'�. ; _-� �'­. ".- ': � * - � '_�-"-' .' : . \\ul�proP I 11 .'�- \ I \ 2 \ '�' \ ' ,,, I ' I I __ , / 00, ff : . I . � � I .':e�!" , ..' . '� , . , / . I - , . . / - � \ I \/ I , . I . . I "6.­�'. , � " . .' �% ..', I � I -1.1 /' - / . � : . I . I I I . . . I : I . I � - I I I � � I I I i , : .' . , " ... I ,/- "' "I I .">1.111 \ . � . . I � I � I 1. � ,. I . I . " I ­- I . 4 I X I . .. . 0 "/ , \ I \ \ - N\. "" /"; , � I I / . I . I I I I I I I I 11 I I .. . � I . . I . . . � . P//"" ,/'. . I ,;", X. �': ';'.­.'. ...�� I '_. . - - �' .... '�-�' - _ -1 I \/ I � ,� . I I I I . I . ' . I . I � I I . .1 I I I I . I 11 . ", I I I . I ­ I ,-; / -�� .,., . I \ � \ \ , , ) 1�1' N, . � I . � I . / \ . I � I I I I I I . � � I I I ­� . . I I 11 I . � I I . , ' I - 0 Z k .... I . I / I I � � I . . I I . I 11 I I I 11 I I I � � . I I I I I \ 1, -, , - _."".; '.� I. - "­ �" , " � - , I . I \ \ . \ 1\ \1 I I . . .1 I I . I . ' 1. . I . � I � 11 - 1. . � � I . I I , '.:":-:�,t�:.'.�.. " . �� , � I " �� �... " I � I I I . '�\ f I . I I I . / � � * I I . 11 � I � . I ". I I ' � I . 11� I I I . I . I � � . I I � I I I I I I I I � � I _�� --.�" ."..' .'�­ I., 1. / I 11 I 1 007�- 1 . ' \ . \ , � / \ \ . �. � � . I . I . . I . I . . . I � . I I I I . I � I , _� - \ __ \\ / I \ . I . . I 1. I I I I I . I - . � I � . I I � I I I 1 ' �* , t".. �_'/' GRAT9 INLET #DS -1 1� I / � . \ � I . . . � . . � I I i \ ."'. t - ": '. � ... -;.- , � . - , - �'I'­­.�. � . '�' I t". 1� .1o, I I I ' I - . I . I � � ' I . I , " "., . I � - _ ' - .. " V. :1: , � "'. , .' , ."�' I . . ", ",' * TOP OF I I . 11 "\ \ � . � \ \ � � I . . I I . I . I I . � . � ..' . I ... . I I . I - I I .1 I '�­ '� .4. . " '�" . / . I.-, I . I \ '\' \ � '' UG ELEC / I I . I I I . I I . I I - I I I I I . I � . 11 I I . . I . , \\ %y\ 1 1 � I I � � I I . � 1 I . I . I . ' I , .�.' . �',, � j .' .1 \ \ \ , � � K. I/ , I I \ I 11 I � I I I .1, - I . I I . . I I - � I I I . I � . . � I � I � I I � . � . I I :` . � , ..' ,.:, '�" :: - I ", / \ . I I I . I ' � I I I - I 11 - " 4 - " 1'."� . '� , .'. " .1 / . � I I \ , I :1,, - I 'z/ � oo "I 119d \ , , / �, \ , . I I . 11 ' '� / , * " ­ "!, � I., I I , � � � I I I � I I I . I I I I I I �� - -, :; ': " . 1� X'N I . . I . � � I � . . � I . . I I I � . I I I . I - - - ;:",. ­ . .. 't :. I /' � ' .. � / "I er - " 11" -_ / . � I \ I I � . I " I � I I I I I I ,� � I . � � I ''I I I I I I I 0 7 . .' ". ." ..' "t - .� .1 . � / "I �� -- 'o'_111 I .1 I . \ \ 1% - , .' 11� \ I I I . . � I.''. I I I . 11.1 I I I 10 I � I . '-� - - - '-� - ­;­, :', . _ "� I I ��o I . 11-1 I'll \ � POSED FH#'2 __ �,.' / � ,,, I . I I .. I � � � I � � I .1 I I I I :'� . � . I / I;p * "', � I I . � I . I � I I I 11 I � , � � I I I � � I . I � I . I 1 50 - I � .:.- -�' - : . � _� .1. I/ I x ;�P' �> \ \ - \\ , - ,111 I I I . .. I � I . I I I � � I . I I . 1� � I � I � I . . I . � I : , ... .. � ' � ' . . ';'; I � I ­'.0;;;�- " I . .1.1 � � I . I \ � I I I .1 . I I I I . . -1. �' � I .� . . I . I ,� . I - . I I ..' I - I �'.'* , *. . - I I'll . . I ,/.. I "', , ,,, : ,,1 � " � / / I I \ . -\-\\ -� ..... I I � I 1. � I I I \ I . . � I . I I 1-1 I... I I I I I I �� I I ,� I 11 . I I . I � ­ I I . I ., I :. I � I �. ,<,' " ; , �. ", . " . , I" / I - 1_1� " , " .I- / I z , 259.55 \ \ I - '\ / � ...... 20 1 .." �." "I, \ I : '-,', " '/\ ,.. .11 \ \"' �6 , .."/ . . <"." I I I I \ . " - �' , � . :' . � "� .11 "I , I . . 'k �. , ,,, - � --, \ \ . /-- 10-11 . I I I � � I I . I . I � I � � . � I . I � . I I . I I � . . " - : I � z ';�� "I � \.' ,. . - . I . . I I �. I . .. . I . .� - ­� . � I ; 1.'. '. , ..' � . , X .o� .. z I ELEC METER , '� \ I / , . I . I I I I - s.. "'." ,/' I . , I I I . I I . I I � I . I I I I I � I I . '. . :.:;.,. t � - I 'k- 0000, .. " � 1, I I �"' � . I /'\ . \"/\ I ... . I I I � I I \ I I . � I I ... � � I I I I ''I � . I . I I . � I . . .. I I I I I � I I .. I I I � I il -x% _' 1, *1" - � I . ' ""', , , ",I , � �"' I � I I ", ' - \ I 1. * � I I I � . . I . . I I I . � I I I I . I . I I I I � .�/' I I 0� I .11, "", I .,- , ", .'�" �"' . / � I \ I . \ , _wIl/ I � \ �.� . I � I I . . .1, I I I I . I . I � I . � I . I I I I I . I I I - � . I . I .4 " I , "� / /' . ... "' � � � 260 , '� � � . I I . . � .. � . I � . I � I I I � I � I . . � � . � I I ' �' 1 �' " I ". - . . z �1;1�1­ , . I ,..-, . .. � \ / \ I - \ � '�,. . � I � 1\ I � , . . . . . � I I I � � . . 11 � I I I I � I � 1. 1 I I . I . t;,f: �/ � I - , , - �� � I � " � % I I I . ..'r -\. I .11 . � I . I . I � I , I I I I . . . � . I - � I I � � . � 1, I .. 1� 1. I . I � I � I I I � I I I I � . . I I ' . I I I . � �' '.' '; �'� " :.; ' . I -111 "I'll . ""'e , .1 � ", I "I."' "".1 I / . . z . .11 -V3 " . I I I I - "�_ I \ x/ I __ ­' I . ,. \ � *'. . I I I I I I I . I . � . I I . I � � I - . . I I I . . I . I . I I � , � I .. I .. . I I � I I I I . �._" � . �'��'o, I I "" '�" " "' . I I . . I 1,' " ", ",_ " . I . '\ _.- '_'.' . , I I . I I I .. I . . . . � I . I . I . I I � . � � I I - I I I I I \ \ """" ' "' � /I , 11 - , I / o� I � I '. � , ." , \ / TC259. I - - . . . �' � - __ � �, . I I I I . I I I � . I . I . I . I . . ,. .. I I I., * I � ,. I I , - I t. I I "I 11 "I I , , I :�" .�� I - , � . I I . I I I I I I � .. 1. I . .' � i " , �." � I , . I % �_ I I '."' � I � � ' I I I I � � I . I � � . . I . . I I I., I � � I I . . /I �' . I -1'1�1 �' I I � / , I �" �, I . --- I I I \ I � "I I I .1� I I . . I I I ". I I I . ' , . , '. I ..' � /I I I . - I I � I � � I I . I I I . I 11 . � I I I � � I . \ . ; . " . '/ ,"/ . 141.11 , "I , I I'll I . ' . I . �-" "- I \ \ .9 I V . I \ � N< I . � _� - . . - I I I . I � I . � � I I I . . . � � I � � . I � � I I I � � �. I I 11 � 11 11 I I � I I I � . � . I ; I . I 11 / . I I � I - I 1, - �""' 11 I . ""�5 ____ ...'::::7=-__ --- I I I �. I I I I .. 1. ". I . . .1 . I . . 11, I - I I ­ . . .1 . . . . . I I � : �' . I . I .1 � I 1. I I 1. 1. . ' � I I 11, I. . I �' . � . . . � I . I I . � I I I 11 I I I .1 I I _'.' �' . , - - I I , I . � . I . � I . I . I I 1. I . I \ �\ �� .11 �' " . �11' I 11-1 I I I I (), 1,' , 1 \' \ , \ "'. . ____ 1�11 �' ----_-_ -- - ---;_- _�'_ . I \ . I . I � I I ' I 1. 1. . I I I I . I I � . � I . . 1, . I . . I I I . \ I I . / ' �1\16/261.8 I I '.' �" I I I ", -1 �9 1 '' I I.. � . . I I � I I I I � . � I I - I I . . . 1.11 . , , � 41X2.1)v , �� IN '4vu. 1 ';'.", ".".­­'' _.-�' N�� I I .1 I I I I '. . . � . . I . I ,� I I.. . -, . I I I � I I . I I . I . I � � . I I � I I I I .1-1 .1,11 � I I - I I , \ /" I � - ' � ,,':,,.I, ' .. " .1. _�'­'--�' . I I .\ . I I � I � 11 . I . � I I I I I ­ � I . . I I 1-1 . ,-,\, 'N� ;:�'! .:-'� _" �. I . I . I . . � � I I . \ I i \ / /C . " "I ­ I � .1 - .' �f'- \ , I \ , - \ . I 1 � , ", , "N. .. '�' .1 t � , tt. ­' - , , . . � . . I I � � . I . I . I I I I I ' 11 I . I I I I I I I I.. I . I � � � �� I I I � . ., 1. I : � I I I I \ \ , T 260.30 . I I ", � LNE . 1 o�7"..'�' ,,,,,,, * ...'�' , ", , - , ­' Z. ,," . -,* " . "� ' �; "z I \ I I . I I � . . I � : I I I . 11 2". STORM 5RAI 1, / ,. 1 / N I - . , � I I I I I '' ��"' . I � � I I I . . � I , - " � I I � I ; � . .1 � - ... I I I I - . . , , t' -� ' ", "'z- * , ,,, , �-"... . .1 � I - I I �111 . I . I � � . I I I . . � � I \ .' I _ - . . . , \ � N, . I , , , �' . ... ; �� " I I \ , .� I . . I 1 � I ! I I z 1-1. ." � 11 o0o", � .' , . . % \� � , I . , _ \ I � \ ­­_ , I , " - . , � I . , j N ,� - � I . . I I I � I . I I . . I I I I . I I I � I ' . "I �� , , , ';� , "_ - � I . . - I I - I I I I I , '�' �' ­;� . I � � - , I I I I � � I I � . . I "I, . . .' ? , . I , . � , i..'. '; - . I I .11 � I I I . I I . I � � .. I . I . . I I � � � 1. I i. I I \ . � I I I I I I I I I � I I I I . I . I I . I , . I I I � I _ � 7 �' I .1 I I I I . I ­ I I I 11 .1. 1. I � I I . . ''. I . . . . I 1- 11 I I . . . I .""' 111�0 Z) oz E 1 1 ' �_ ' '. .". - ­ . I . I � 1. . � .; . . I I I . I � � � � I . i I / I i I 1-1 � I c . '; � I \ 1, � _ 1 i i \ . , \ " ,,, ,7 '� .,!,' - ".'t; . .�. � I ' " � � I . ' ' / ", " \' "<' ' � .. - �:' o��' t�* ��-":.._.'-'_ '", *'- - � I i . . I I � � . � 11 , / , 1 � 10, - I 11 . " I I - �/' . � I � ze � �\ . " I '! ­ - � . . . I I . . I I I . \ v . I �"�' �_ 4,x.' -,J, 2 9. . '.: I � I . I .1, ", � i , / 'i / "", " I ' " '� - - 1-t -*" ­ - . \ � � . I I % � I I I . . � � . I . � ' : t�":� -��" - " .., - ( � . I - I I - � � I I I 1, I "I, - 1. . I I ., , ,. . 1. I I '.; I I / � , , ' z ".: il -' " I I I � .1 I I ­ . - � I ''I I ­ � . I ''. . I I I . . 11 � . ... I I . � . I I \ i \ � %, I I . .111 /';7i�<�'--` " I I I / ', � . . . � , �' , - - I . � . . I I I . I I . I I � I '�� ' * 1 259.25 , � 01A X I \ . I . � I I I . I I 11 I I i I I/ ' , , . '-:�l . I I I I - N 4 ...:', -'; ""'.. . I I \ , , . � . . I .1 i I . I I I I I I . I . . . I I . I � I I . I I I I . I I ,� , 1�01 ".1 ,,,-,/ , �*511­" '*""' ...... I . I � I . I - ��:��. I \ - I—, ­*__'�_ 4 R, I . . ;' ,,I' � I . � . I I \* � � I . I I 11.11, I I . I � . ' I I ' I . . .. I I I � I . 10 I . I I . � I � .. . I I � I � I I I I '.. � � I - I . I '\ f , N \ �' __ . - � i I I I I I ' � , I" -1 "" I I I I', , < , . . I i . I I I I � I 1-11, ", ,.-;., 1:0 I I I . .1 . I ' '* �" " 'o, "'�" '�P* I - x ��_ ... ;?, I . i I � \ I / / I'll, , " - \ / ,.../ : ,_ �, .'. , I ;��;z_ ��=��::.. � 1, . � I I * I . I I I I � �' / ". " I I .1109, . 'loll � / , , '��' cs I \ & . \< /" � . ....... _ ::�� . �_ ... � /\ - "! � . . � I I I I . I � � I � I � / 1000' �' . I I � I ./ . , 'f' ""'� I '. . � � � . . I ­ . . I � . . � I I I � �- "I I le, ' I I I IND, ' . - - _� I . . � I I . I . ' I I I .. I I I I I . I .. . I I 11 I I.. I I I I . - I I � � , I . . C? ��\'\ " =_ '\ "� .­­� ­Iwk .1 . r.'�e , \ I . � 1, I \ I . I I � � I I . I I . � I I . � � I I I I ", I I'll 1? 4;y �' !!!�o , 11, � I I . i�\ ' x 'k�< �259 40 �',,\ . I I � I " - 11 . , , , , I . , �SW % � - .. I I � . I I - I � � ,� � � I � I \ ' �' I . , I - - , I '1�1, \N � k�__ - - - I � I � I . I . I . . � I � . I . 11 : . I , I I I � I I � I / :' , _ I.,... t._ I .' ", , ., Qy ' I ;;� , \ , 1 269.99 -\- - . ::P. I .; ".' . . I I � , 11 I . I ''I I I , I � . $ , '� , I \\ I '�� ", / /1\1' _"'___�-=-':-� 1\ \_� - I- I � � . , . I ,� . I I . . I . . I . � . � ,. : � � I _� �' /I ' � " ­ 1, ; I I I \ 1\ A. "' - \ � I .. \ . ' � . . I I I I . � . I � I � t - 1. .. . I . I I I 11 I I I . �. I � . I , . : �/ "z ul� ' I " z I FINISHED FLOOR, , ,' ;�p ./ , N. �"\� I . � I � . I I I . I I I . I � ?60.125 $0;11 �. . . � -, ;: . . I I I I I I I . . I I � \el � "/, -, � � I I � I \\ '\ ,,, � p, -- -­--'�'_ - ...... � . . . . � I.: / �' . , f:: .,'-:. I . I � I I I � ,</ ,.,T X-) "N I . I . I I . I I I . / - ./ ,,,, '/ .... .. � '­ - , � - 11 - I � I \ . I I I . . . I . I I I � . . I I 111.1 I \ \\ '' , / '� , - 7* I " \� , " I ,\ , \ .� - - � - " I � ' I � I . I . I . I . I . i /"\ .,:. -A" I 11-11 I I "� , I i�' , - , . z � \ . I . I . I I I i \ . I,/ "I -11 I � z I . . I I BRICK LEDGE=260.00 . - I I I , . I � - I � I/ I ­ - - / t . I I \ I . I I . V � I I I " I I � I � I � 9 I '�' g-; f, '\ '�\--' ,N. - \ \ ,N"\, , � N "' - I I . No � . . I I : \ .' .. .1 I � '.1 11 . " I _� , 11 �' I I I . .1 "I 111� , "(5), , '� I " - \\ - - - " ' " �� / /_'�, ' .... �. ....,.-JGRATE INLET #DS -5 ] J� 25c I " - \ � I I . - . I � i 1: 11 I I I -1 I � 1:11 , Z"�� I '4 \ ' 1-1 I . , ��."' N - . � j 4 I.. -7 1 1 1 � I � I I I I I � I I I I I � � I . . . 11, � I . I .'. . ' . . � / �/ �_' \ \ I I \ . I . I I I I I � 1:' I �" . "I'll I I 0 \ IX: __� I . ". .1 � I / \ \ . -:. �� ; �:' I I " . I I �/' , ,. 1 '�6 _"" I t,' ' 10, I I ,\\ , 111\1\11 I I.. _� , . I I . � I .- I I I I I I � � I I � . i I I '� I XX , ,--25 1 �/LJTOP OF INLET 258 00 I N \ . I - I I " , : : . - . I I � I I \ \ . ; , y I I . � '/ '�� , I @ 7 ��'- 1-1 I j, ­�'­ I N -, � . ... -\ \ 1� - ­. .111, . .0_' I \ ' I I I I . I . '. I . I . . � . I . I � , - � ­ I � � I - . . � . . f � I'll I I I , k " "', I 1, I I � I .11, . . . I . . � I I � � 7" ­ ' , "I ' \ _011\ \ '�F ." �\ \ "I I \\ , V I I � __.- -, \ \ - \ 1; � .1 - � * " �.. 1:1 �� I ,� I 1. I I I'll . � 11 I . I � - . . 1. � - I . I � ­ I I I I i I � I :t . ' . L I I 1-1 . , z' ,/` "....* 14QZ" " i \ "�' - I \ " \ \ - , . ( . "'- I k \ '\ \ \ \ -- __ .-.-. 1-1 I \ , * I . ,� ' I I I I � I , . � . 11 . .1 . I I � - I � . I . � I I I . "./' . "" '259. 1 1 . 1'/ I '�' - 1�1 0 \ \ "� \ . I I , - ---'I\-- . I 11 . . I . � � I I � : \ � * V1. 85, 1 ­-, ,111 I I'll 0� .' -_ �-: 11 , i \ , _ � I - I I \ "I . ­ .. I - I . . I ., I I � I I 11 . I I .. I I . � � I . . .. I I I ­­'. / p �fb - - �05 , , I . \ Npo �' I I - 1. N �'�. ' - \ . '�' ,. I I � 1. I I � � 11 � � I I I I I � / i ./I / ' I ,�.;� �' ..' � I '.'*'\ . . I \ 'wo K" ) 1� ") %'� - I I I I I I - I I I I I I . . I � . � . � . I I . I I I " I'll' I do" .' / / -_ \ '\ , I I - \ / �' I I I � � . I i , \ \ 11-11 25950 k ''_ / - I � I ' ' 259.5� -.N."59 ..... ..... . .1 - ­ I , f /­­ � .... ... ., 111. \ - \ . I I \1� � I I I I I I I 11 I I 11 . I I I . I 11 I I . . I I � .. 1, I. '�9 - � .. . I . I I it I �_ . 11 I - j . . I I I I . I - I I I I � I \ �' 1-1 , / , 'n " ", , \ \ " " \% ,'*"\" .... �\ . -" , \ '\,\ \ . I I I I � I I I 1 , "'� : ; I \ 1," I � � � � . � I . ') ­ " .-"�::.".l i 1 1 I,- 'N7 1 �_ I I . \ �11 \ \ \ "N "..\ I , �%' .-," -, -5'.", --% N, - �\ . I I � I I I I I I � I I . ,� . . I . \ I ; . , I I I I V 260 ' I'll '.� , 1. 1, . I � I I "I %, \ ,,, '� 'N \ -, I I \ I I 1. I I � I I . I . I . � � I k `4 I 'zi�z �'.' I 1. �' I . I � I I � I I � . ..' :. I I ITC260.171 I ;11 * .1 \ I I � I .\ \ I " , -, ly �_- - 1, I ""'�m\�' : 1. I I . . I I . . I I I . I I I I � I I I I I I I I " � ]� "I I 21) . I I \ \-" - N' ' W� ";"� \ I " 1\1 I I \ \ I � . ' .' I I I I . I 11 I . 11 I I I I . . I �1. � \ I z I 11 '.. I z:'; .. __ , . I . M - I -1 .1-1 I ,,-.-", �"." I \ I 1. I 11 -1 \ , \ I �& , \ \\ "'01 , " \ '... I \ I ' I . I \ / T 11) 22.21 90.81% 1 1 , 'c/ r, -��- I � \ \ I �� I XF� .' � \ , I . � . I I . � .1. I I I . � . . I � . . I � . I ' �" ' I A ' I \ I I \ \ / �59.66 � " I\\ - NIN " X, "�' I I I � I . 1_260 4 , / I "I "I" �' , "'o, \ , i N -, I �' 1� .' I \ " N � I . I I . I \ ,. * / - I . i i7 I 1� . / ,\\ '-,-- li � 11'\ 'k \"\. \ I ' �k 'e� �' , 1. . \ \ . I I I I I . . � I I ,. I I . . I , " - \ ,-', -," '-, ,. I \ ­' '/ \ I . \ I \ - �' FL257.00 . \ \ \\ N, 1." I , . . I . � . I I � I . . ,. 1 I I I 1. -i �' - I 110, ,- - .-15r-1 / \ 1�1 \ ' L \ \ ' I X_ - I I . no I . . .1 \ � I I . I I � I I I . . I � I I I I . I .' ­ '� �� , /. g� "� I I I . I I I '. , . 259.55 1 \ . M. \ '\' I . c 11 I I 1. I I . �'i, ." � 'I'll I �u --- � \ \ . I . I I . I I . I I I I � W. " . \ 41 1 � I I ", , . . I \ \ \ \ 1� \\� I :'ORM DRAIN LINE I v ��,' '\, .\,-- " \ � I I � \\ / X F ILF2 ( t'a. . \ . \\, \ ­ \1 I \I . I ' \ /> I / 1. I I 1 114, '.�' ,,, - �" "�l N \ / ''I � . I - . : : I I I . I I I I . � I I 1 6 � e '_ . 0 . I ,-: co) \' \ I "k , '\ " \\\ I I � ": I \ \ � 11 . ,,, *11, I . I � I I- I I I . I . I � . ';z .. .41, $� "w 1, 'G , '� _�, - 259.43 , A \ \ I I F � I - .' . \ : . I I I I I i \ t � '�- "I" /"- " "' -'--�' p, / @ lo /t� I � I I I I \ _� 1� 'I, 4i'o-v .1; . 1. I ' \ \ \ \\ , / \ . I 1� 'N'.. _'_' I . . I I I . '��' 0 � /I � \ . \1 I I I . . I � . - - I � j z '. - . I 1� '.. - -11< 'j�_ NK I .111, I FINISHED FLOOR 259.68 ' ' " \\\ \\, I � . I � \ \ \ 11� . " I . . . � 1. I I � �. I I I I I . . . I � I . I � . I �11 I - ". I . I ' ',�� \_ . I . � . i ir .;'� '\a c ,11" P � \ , I XTC260.35 260 1 , 1 / I I I � \\ - '�' V, � I ;�4 , I/ � \ I \ \ ­�. " \ * . I I . I . I I � � I � . � I'll \ / 0 ' I I � I \ I I I \ \ I \1 . . I I f XFL259.85 .1� \ \ " I ', . .,.,. - '\"", .. ... I` \ � ��\ 4:1 " ".,\ --,, '!�� `� - I . � �' I I 1 9.84 . it , �, " - I. / I / I . I \ \ \k 1\ ... I BRICK LEDGE 259.55 1 \11, \ \\ \-, \ I � \ � � I -1 � I \ - I ' � I . I I I . . I I I � 1. � I !� . \ / / .q " , , , , ��' / / � '� I \ �v \\ I I \ \ '\ '� \ " .1 I I I ' I � 4 � I-\ --- I '\1 . - I , , .1 \ I I . . ; /. \ zoo ..�' .'.1 / _ \ I .\� . � - - \ I 1 6- 1 1 , ' : I , L.;' ". '?_J'­�- \ , \\\ . I I '\ - \ � I 11 I I ' I I 1\ , I 11 I ' __. jl.60�11 I , - I � � . I � .1 '� � I � �' , '. - - '� 100�1� I I I . . . �,, FL259 78 1-11, 1. \' _X\ It' I '*' "/ \ ,_ I I I - \1' I \ I I I I \1 " �_ .6 11 I � . . " I . . . 'I "�-� :" 'OK' , 11 \ I \\ \' '>A I \ I \ I I . . . . . , '­ I \' I \1 , .\ \ , \'% I \1 \\ � I \ 11, "". 1, 1. - . I .1 ­ �, I I . � � i f . '� .' " :4 -­��' - I \ 1\ 1, I . '\ I I . . �, I .1 I I I . I I I . I . ,� . I I I � I � � 11 I e / ;I ­ ' "� �"Y_ . 11.1 - 11 �'tt , � ' A V \ \ [L' : \ N . N� " z' I \ . . I 11 \ �\N"' \' ."" I., . . I \ I . I � . i / / t1;'111 , 95!�4_d� X" ,' , ".�,' / 259.55 11 X\ \ , \ , , I i ____ " " i N 259.7( , � I � I \\ "" \ � .1 .11 .1 � I I . I I i I " / - _N-- I \ .1, " �� .25 .... � \ "A \ \ I 1 \ . � . I \ I / , I . I I I 11 I . I I . . . I I I i I �. < / "'.. " /" ' I ,,%;I _. .1 -, . 't 1111:""/'�Z'111 , I'll , , e� �� /_1111111 \ Ilk I \\ \ I \ I \ I \ , \ , I � I \ - I \ I �.. I I I I � I I ; . .': I / " . I I I I \1 - '\. N\ I ,' '\ / "'­ ."_.�� . .1"', , X I I I I . I I I I I I I I I � i I . 14 z ' ' . \ I \ � GRATE INLET #DS 6 � \ .1 I . I , I : I \ �' \ I - i I I \11 11 , '-)"" U�n-"'kv;" // ". %� ' -_ \ \ \ \ . \ I I 1� I'% \ ' I L \� 1. \ � I . . I I �' I it - I � . ' I I . . . � .1, t,� I-- , r �' t\ \ I . \ . \ �' I '�. . \* I I I . I . . . I � / � � , / ,�j � 4% , N P OF INLET 258.9 � I \ . \ \ . i . . I I _' : / / I Y �\___/ . ,� , . ' "\ I \ , %'� � ITO . I � � \� I " \ \ \ I . �11 / � I X I I I I . � I . . � I . .1 I I . ; I � --, 11, .p� .- - e - I. -I I � I k . I ' . I � � . \ . � . I I I '� i � J45§ 25 """" \\N , 1. , \ - , � 1. I '�� \ \ . I I I / / \:\"�' -.1, , 111.11z \ I I � I \ \ " . . � \'% \ \ - , I � . . I I . i I . ./ / df 1- \') \ '\� >� I I I I I I I � . I % I - I � . / ucc-'Iste - '7. /- \ 259.55 \' -\&' \ N, ". 25968 1 '% ' \ '^ \ \ I ' I FINISHE FLOOO�59.79 I � ' '�' " b.13,3 I I . . ' I . I I i . I . - 1� . -_ � I , - '�� \ I I FINISHED FLOOR � I \, \\ , I I/ . � \ - I-.- _�' . I . I I I . I i . J, p � � � w1i I \ C. , I . -11�1 � \ I , - I i I . I I - - / ' " :;.o I I \ \ c \ 11 _0 � ' \ ICK LEDGE 25 Mq I - ".Vk, I . � 1. . I . I - . : .1 I I � I I . j \ , . � I I \ rT \ x t I BRICK LEDGE 259.55 : , , - , \ I IN u I, \ - \ \7 1 1 � I I I . I . . I i . /' I SVV;IbU.42 I � I / / � I ; , Z \ , , '\' I .. \ 11 ' \ \'.\ If .,.,.I' \' \\'\\7�, 1 � . . \ I � i I ! I SW260.50 - 7 I I "I I . I " T t /- \ \ \1 %J"\ _ I , \ \ � ./ 11 I � I .. I \ u ­ , %O 1. I � I .1 I I I I I I I � � � I :1 e '�._" / , \ I , X\ � . .,. \ '��'% \ \ . - ", I I . . I � . . I I � . _; I . I , I , , N 11 I I I . I I I I I I . - I I I . . . :i . . . . I /I ' \ . \�'­ 1-1 ... _" \ \ ""I " . I . \ � I . I . I � . � I . I I I I I . . , '\ I �� \ \ " \'. \ I \ \ \ N � , \ ...... ­--� -:\ I . I . � � � i I . � / 11 2 I 11 I I \. \ I I s'N \ \ \�\ *�' \\\ \ \_1 " \ L , \ ' . ' '�" ' \ i , A ' .. . I \' ' \ \' , \ \ I �\�\�"N' AQ\obl�' , / _7/_ � q I . \ , � ,� I . I I I i . i ' � _v____1'o_A_. , , , , \ 0 '�'�" \ '�' \ � IL , \ -, - \ \ \ �' - I \ , , ___ ,FL258.86 --, I / I., . ,,,, / \ \ �� I 1, � � \ / , I - , " -� \�'� �� - i 1, . . I - ; 11 �_� 'td , I " I \ ", '- \ \ \ \ \ \\\', \\\ - IN LINE \\` , \' \ \ . . - " , � / I \ �_ � , " I . 1. . I I I . I I I I '// � \ / "Z I '/ '�� I , jj"' 11 1. I � I � i , � � ' \ I I I c I - I - 1, 259.14 __ , I I N .\ I \ . \ . I � ' I I � � I I I . I . I � I � � � . i , \' '\ I I I I \ \\'� , " \ . I - \ , , I - � i I - / _- t7� � \ \ .1 \ ' .\ 0 '' \ '\ � I I I I I . I I : I I . I � I I i I - 31.3'@2% \\ I ' \ I - ,\\", " I I ' I � . 11 CURB I . "-1;25 . 11, \ \ � \" \�' . / . I . � / /'/� , 1, - I " - "'t, '.' ;!]W � , �' \ � i I ' , \\ \' \\ '<\ - - - - - - _1115501". . � . � I . \ : . . . . I � I I � \ \ . \ / \ . . ' .11 . . ' . . I ' I . - 11 r_, , '" , �% *\\ \,' . \ \ ' \ \\ \ '\ - \ I.. , . � I'll q . � I I I . I I . . � I I '/ is � - - "w 11,10 _' 1-1 I \ � � I //", '� N I . I .. " � " kl �' � I - _ \ . ? . . I ... \ . :. \ � . . I I � 11 I I I � , I L "v '�"" I '\' , \ � \' \ \ I \ A . I . I . I . � . '/' \ , � I 1* � I � . .1 I I I I "�'.' I I ' : .\ � I \ t-11 � \ , FINISHED FLOOR 259.68 1 \ , \' - \ : I '� , \� \ \ \ , I � . I I I I . I I . I I � . : / FL258.48 �,',', _'; �_ A dvk<_'�N. znwz) \ \ \ ,. I . . I . ) x I 2:1 � � � I I . I I I., - � I I I I � 1�1' / _* \ . . - � .\o 259. \ \ I . I GRATEINL \ \\ . , � \ \ , I 1 . �\ \ ,,, " I \ I I . . . I .! \1-Z " BRICK LEDGE 259. \ \ \ \ ,� \ I I . ' 11 I 1. . . 1; - ;p ,_ � '0) � '� \\ -., \ I I 1\ I � \ \\� I , I . I 1\ ' I I I . � � � I . I I I I I . IV) I I � I \ \ \ \1/ I I t \.. � .... � \ - I . I I � . . I I I I I I 1 " , 'f, " J� , , \ .\\, \ , , I I I " _­ . . I , , 0 , \ / . i 1� - _ . _�� - �" , \ I ,, ' .A, \ \ \ ITOP OF INLEI � ' I I I ; I I , _'__ , I N \ \ , '\ '� \ �'�_'\\N . I \ k , \ - \ \ :� I I I . . I . I I , t­'� � .. "", k 'I "I , "" I , 1\� \*D�1111��' I \ , , \ I I I � ___­�' , \� '� -,\ �" � \ I \ � I .�' I I � , I � I \ , '' I I I I . I I I �'-..'�.' I., ,1 I . \ I 11 - \ . I / I - 1. .\'_:� - � I I I I I . I � � , , � . 1 \11\711'�­ 11 \ . .1 \ \ \ � , , , \ , \ t' .' .. . \ . , I ­ .. ./-. � I . \ - � I I . I . . - I �'.' '­', � -- . , T_ '\ "" � I � \ , \ I _\\\'�\ \\ \ : I \ \ "" "'_' ­_" -- 258.1p �-' I ; ­> � t I ) , ,,, I \ N) I . \ I .... S"4��"2 � . � � . , �." � . I , , I I I . I - ,. I I �' I � I I � I I I . I I - ­ V, I I . . � I � � � I I I 1. I �' '\ \ I , - �' " I I . . � I .. , . '.'�"' --�.`. ��" ., � . �., �: " i �/ 11 � � \ .I 1%t , - J'p " N �' .. i I . . '\N\ \ \ \' , \V \ \-��3 �' \ � _ � I \ ' \ . T"Z>�\ \ I .1 . I � , . I ' - . � \ I "� \� �\ I I \X"- .-.-- " ' * %, �\ \ � ,� \ I . I � , '�- �:. - "/ _,,.,; /"x \ \ \ 'x I � , I � 4 \ \ , \ \'� "I', � \ , I " \ � I I . I \ I ' I 1 '!4� .\ \ � \ v \ \ , - ,. .. ;4bU.2b \ .� , I I I \ � I I \ \ I I \ \ " � I \ \ \ , 4 : \ ' I I . I I . I . � I I I , \v -_ . ." , , .* - "I . � \ \ I . I \' \\"\ I \\ I � . I , I � I ­� �' , t':.':'."j. - FL258.05 , I ; �' 'k - �� vj , �' \ ...�I. ' " - /���� . \ \ I \ � \'� -, � \ \ I \ I I \ : \ .11 I � " " ."i:. I t ��_ -V t I " t \ \ `,' , .: '� . , " � "M/ . I I I \1 \ I . I I -, 1. I I . I � I � . . ", \ .j , '� ; i t '\ \ �' , \ , _� ,= - 259.92 '\ \ ' \ - , : \ � ' , i I I I &IN � � I � �._ . . ; \ - .' � \\� � I v \ 1, I I I - \ \ I \ - \ � I � I 1. \�� - -.' I I . - . I I I \ � . I I � I I . � I I "��L�- ,� . I \ % I I I \\' I I I \ I . I I , . �. Itt � I 11 \. , \ � 1 \ . . \ I I . \ I I I I I I I �' ..;� I., I �_* ' - I \ I I "'��N \ \ `\ I . I � I \ � I I ' . . . I . � 'i ;/I 1 � , - . I I.Xi I it.:. " \%\ \ \ \ \ " ' \ -A �, \ . I I i . t 1 1 �7 ' Z59.9z 1 11 \'. \ I '� I 1, \ I I i . ')260,29t' 1�111/ *1 \ I � \ � I I I . . I . N '/1 .1 I \ '\ I . .1 � �'\ - I I . IJ . \ ---,' \ , - 0 1 �- I I I � ­ I , "I I ' ' - i i t , I : - . I I \1 I \ '\ : , ", \ .. . I . I \ I 11 . . ':"... I ? I ; y /I 1 ' ' I \ �'�" .", �",'-\"�'!'�"!-.k- , I I . I \\ , 45�X . � I ":;�* -:�"' A I G258.3 xil i .- � , I i � ,,, "' 260.06 �A *'k N I "� I I . I I I � N \ \ 1. . . I \ � \ 1-" \ . \ ___� I . \ \ . I \ . , , "I %\ I I . . . I "I \_91�4�- � '_'\.-1 I I . I � I 11 ,� I � " : ' . \ . I I \ I " / . , I . \ \ \ I , � I . : I �/! � t " J: . .� � T N \ � \ � \ I I DRAIN LINE � , ""I I �� .. 11 �_'. XFL257.8 . ,.' I 1�10 4 � �"' � '. I.. ,,, TC261.00 /I TC260.7 k� I . \ '� � N \ \ I . \ I . I I I I I I \ : I . x- - \ . . . .. I I 11 I I . "I " J I � I , ­­ - . I \ I . I'll �' \ . I I I . I � I ' 11 I I � � I �" . .. . I � I ' I I z �� � I vo '261.56'� 1 259.92 258.92 so � \ I , \ , \"\ *1 I I � . . , t t � _1\ , , , \ I � . /, / "I , . � \0 . I I .\ I \ . � � \ / . I ' 4 . ' 11 I I � . , -, I I . .: , "�';­ t_ I I i / '< '. "-'� � / I \1 . . , I � I .1 . , , . . \ � . " t \' , , - � 1\ . I N � I �"'� ., � 'po , . / \ '--, 259.5 ' �_ __ I \ \ .\ 1, . \ \ .. \ \1% . I . . : � 11 / I 1'1'�; �.' . � _/ �'� ;.I-- \ .� . , \ . I 1, I I - \ NOTE . \ : , . I \ � �..­' IN I .-,' '. It :'. , . � I . 1";s.' , I I I I I . : I I � " �. . � . . " ��. ____ : % I . . � 1, . . � � . 11 N", \ FGRATE INLET #DS -4 I ' I It , , . �\� ' I I . i \ , �: - - � >� I .1 1. i; ", � �'. ... \ I � . . I . I I . '� 'u � . ,.-.., :�_ , \M � V " \ " \ , . I N . � . I � ��' . . i . :>�"��-` - � I "'* "'� � '? 1. I ,,, 1\ RCIP OF INLET 258.93 1 1 � . . SHALL No . . , , � .\ I I . 11 I I ­ I . - � . I . . i / , I , _�- - ­;��" � " , �' � ': 4�� , I I \ '\ '� \ \ LACE JOINTS @ FL OF PAVE E , 00/� 1 � ADA COMPLIANT RAMP .2!, 1 . � '\ NT , , . .. , .," - ' . 259 � .82 1 --- ' I � / � . '4.':�U"'.. \ I . I . I 0"'� FL257.55 . . '. - '�� V \ \ � \ . . , � .; ' I .1 I . I . . . I � . I I . \1 , . I \�' - --k' 0'\ \ \ . I �� N ' ' ' � '�;�_ I , . . I f . , , (TYPICAL) < " . ...... ­ ­­ -7-\ .... - _� - I I \ ' \ , \\ 1 I . \ � L � I I I I � 1; � . \ , " .' �> I I _` .\_1 � * I \ I � I , , I \' 1. %"%, 'Z,O>- " N \ � . . ". _N I t% z I /�_ . 4�1 ­­ TC260.­8* __'. , I - !�-_ '' I I \ - "" � - - t .% I \4 .. . I '\ - \ N " " . ­ � .. , GN . I V \ \ 6\ , \\� . I '� -, I � : \ I \ , 'X`4-�' \\ �. . \ � �� 'I, 21 4(!�� 1 \ � /' I . . .. . I \ %�k �t� ,' ' ""' - ' I I . .. I I . I � I I j . - ".. � , I I -1 ....... � "I _ : "", . \ A .1 IZON�I \ 299.9- 11 \ __ - \ \'�' % I . . �� \ \ ": , ' � . I \ : �/ \ \ " )( i ' �" . I I I I � I " I "��` __ ...... . '�'/ go "W I "" I-- "-... _­ -1-1 '­ -11.1. "", I � \ I \ , \� . \ I . I � 9. 1 , "I, \\ J I - " >N, I I � � I ./ -, , k VER .' .' : i " _1' ­_ 10 q I " .1 I .,- .1 , ------------ I - I \ \\ , � I I \ \ '�� - \ , I � I / I/ lu \ \ _-1 1 � 258.48 / ' 100 ­ I I \ . \ I I. I " 11 _ -"'. I", ", . I I \ \ ,N\\ '\ 11 8" STORM DRAIN LINE k I \ \\ ' \ 't , I \ - 1\ � 1, ' I . \ ' I / IN I I I � I _: - .- . I I . , � � / '�_ T/SW258.36 op.: i�--- - "I - �'..' 6 ... . .... -,**-" 11% - .1 11 ' 04 \ -4 .�' I I I. - OTIL"I �� \ I I \\ -\� \.' , '\\ N I I '% . \ , I I . � I ) "NiN _N , \ \ \ ' �_ ,/ ' , , --.- - , - I � I I I I . / ::' - .,- 111. : \ \ ' � \ ' V" I . \ 1. N \ , � X\,\ -1 ........... � - I I � I I /111 ' A \ k I .S FIELD VERIFAI .1 \ ' , \ � . I I - - ", � w i �' � I I � I . I I \ - t ' ' I I I I � 1 .1 I 1, , I 1, '­'[4E"SEANjSkWR: -/ 11 I . \ ,\\\ \ N \\ \ " \ -� \ I I "I \ , 11 11 \ I I I � I _�\ I . ... . I . -%\ , "'.' ..' . ... ... 11 . I I \ I . 1 _55� 1 % I I / " I I �\'�'v 1� � I I I I � I I I I I I I . \' , � I I V I . \! I . , \ K, - I I I "' I 259.66 , ' I I I I . I � I 101� � I \ , I I � I I , )z . .. . I '� . \ , \ N " \ . I \ " \��' \ \ / If,, ,,, . I I � . / \ I . - " , ,\ I � 1. I N " . . 11 I ' \ \ \ \ .. 'r \ ---:�' i i i .1 � � � ­.- '�: � �. , " i I � \ � � 11 \ I ' ­' . i , , I � \ '252'."V ` . � IN" \ I i. i . � . . I I I � I I \ . I ". \ \ \70\ ', \ '_/ \ \ I- I \ ' , // I I , - " '-, / - . I ! ; / k �*.:�� $0 - '�', I—. , : , ". � - " \ � I \ \ I I .. / � \ I \ \ \ 259 55 ,' �_ " ", "%a' I \ \ N j . . . -.1, I .---,;;::, -1" ", � V'\, I - \.- 0 , \ x \\, \\ \ - \' 11 15"', '. � '.. z '�%' , 1\ '�' . '. Z�::.: 1 "/ to : - , .", : .� \ \ , i �"' : / _­ __'. __ - � .1 '\� I " 1, \1 I � �' � I I \ \ " . , 1, .11 0 \ \ yf . �' ! . I I ' , , , '��'� i I �\ I . I .. 1. I . �' I I : I .. .. .... �' \ . , \ - '� . 11 . �' I- `_ I , � I - b\\ I .' � '�-\' �'. \ ' -- 11 I I , I . I i i, 1 op�_7_._*____ 1 ..... . �' EN ., \� , t" " , .1 61.1 , ' \ \ I I \�'\ \ \ _\_ ' \ \ . 7 0 1 1 - I , I � .\ � 11 . \ \ '/ I I '/' 11_� � � 11 - x . 'N - I � . . I i I 11 V, .'.'� I I \ \N '\ (V I \ N, \' -\\\\ \ I I I 1. \ \ \' I 11� ", , t� - ,,,, , / , . \/ I I I . � 114 .1 I - ,� I � I I I � i ." . I .. / / I I I ,,, )50 L.F. SILT F - __ , - 41, 1 - .-.\\ '?I, \\ \ \\ \' \ �;' , \ I , , Y�T" I I I I i lw_'� . _�_' ... .� I � , -, , , -" " . I I ' . N ' I I I � I 1 1 1 ' 4TIRE SOUTH SIDE OF I . I \ , \ � \ ' ' I I \ - / . I , ". '-,. '\'/ ." , \ I -1 I . I I i I I $00, ,..-. '.,­ �_ TRACT - `� ", -*" ,'�.', IN�": s, � �- �'*­ "'O'' '\11 " \ I IV I � , \ \ 1\ , \,\�\ I -/"/,/" ]�� " , 7 1," - � _� I N"J. I � � --,;-*** _. I ". \ \ ­.: ... I- \ � � \-\ �' . _\'�\ \ ;1\ -� I --/\ i.\ "I' " : Iq . ;" �' '-� ... :-'��,t -, \\ '��'z I _'w I IN I., \ . , \;, T' - - �""'k -­­ � .1/1 I / \ _It-;, � , _ - � , .-',!­-".�.':* \ , / I i .N1 I . � -i' �ITO MAINTAIN SILT ON SITE .,\, z�'�_ I _� \ , k ".­ 11 zbb /Z \"�' \\ \ -cqj I :. \ ."' I .. , \ \ N \ '/ I '.''Z_.'/�' I '.�" "I / - .1 I "' " \ I I ..", ­ I / I \ i I I I � I I I - \\ ", \ ' ­. >'�7(? \ . \ � 1� /I '' , -11, N, , �. - I " I � v .. '.' , . : 1- I ..' � 'N I \ I - . \ \' " , " -�' ' -\ "' -, ' 9 -. [ I 11 I - \ � I I . I :.-..:'� � ... � - \ ,\" I I . \1 ,` \ \ . I , \ , , '� oe x 4" 1".1 " I I �\' "'� "<" '� I . � � I I � ; ,,, I I � i �­. T. _ I \- - \ \ I-` � I I � _/ ' " � .4:1 I 11 1". . i., I \\ I , ... , " I", N / -" I � \ _ - . . � . � � 7'tt ,,, .�' " . 11 / 'I, I . � I . I . . I I . - 4 - I -�' �' , , \ I I \ I 11 \ , \ � \ \ . � , / -, -- **" "" I � , '/ - 'I � . 1. - I '�' " " ' � . - � \'\�\ \ \1% � � I o� \ I 11, - 1114 - . I � I I . I i .1' � I 1. I.' I . _..' I - '� : \ N -,\ _'§��" ��. I,_ �\' \ \ . '\ Q" , " I . ; :� - " j'­'.��-;';'- * " . '.' . f: �.. ' - . ' /�� 1� / -1 "I I I I i 'I,.. :' � , . . . . ' "', ' . ...... . ..' \ \\\ � . "/ � 2*, "� '1�1 I . I 1"W'. I I . I � I I / . i "� - ­.,'�" 'y.:_'.-'\.--' ""!"". -'.!�Z" , "�­ " . V� \ � , GRADE DITCH TO IN 1 288.76 \ , "'\�o , / / / / / - 'f FOS, � � , '_-`�.. . , . . '� , , '�" I \�' " I � ?1,1. I I - , ' �.L � I - / � "� 2; , �-%' ":,.:: ..;' � '. k�"" , � �' � � � - ." I 'N .1 . , , ,25'.45 �'/ iT "'.�.' - : � - " .;� ' t �\ / . " i *. �" ::� '11',..'�t:�-:`*-'. � : , . \ , ". k � ... . .. "_ " \' \ I I � \ . I � �� -, -'.� -.'�. ,:. . , " \ � ";., e ,,o, UV HT RON FENCE . � � I . ' , - - '': . I [ 7FIN,ISHED FLOOR �j 1� I � % . . " ' ".1 ; .. , . � , \ IV � I - I Ix, 11 1, '*�' " I ..��.. - ' / / ­ I I � � . I I E INLET #DS -3 I \ I \ 1, \' �/ � .'�" . -"' / " �" , '�" / , I I ­­ , "I I -7 .. z I % v A I I I I I I I . I I - I -�%'N '�"�'�k � \\ BRICK LEDGE 25 _. \1 - N '�%L\ '\ ,\\." . , ./� , ��_�. ,,, '-'c� ",- -�'�' " "� I I � ,_ �11 V* . I I . . , _; -!.�"­..:;'�:: ,:.-,,::-,,.:�"..,\.*",."2,:, - '" 'u, \ '�o \ \-. � ­ \ GRAT , , . 1\ * ,- ", , . -4, , �')� ,-- I /" t , .' . , I .1 . . '._*.�­'. � , �_ .. ... / I \� . - , _'!'� _� /'11 .111, 'i ...... .? , ", � � ­� , , , i *� %� \ - I \ \ \\ ,,, \ I , y . ;�� � I "I / -�.-'-. ... . I , \ 74 "�?'\ , . I . I. � , , � /'/ �-' , > ^_ � : , ..: " * ' A - -, . " . . I BIR . \ �. . I 'K, I I" " , >_ _L' " , '. '. " - I - I " "" I � I - __ �. - ' �� ... �� � � - , , I 11 / , '% N , ;z : **' ""' . '.' . I I_, .. . . . - , , . ­ . ..' �'- V , * , , . �� :zzk \ I . I \ , . I , , .Z' __ ', � I I -- . , . - �� t' � . 2 4 . -:,:. !".: � � I - 4 , *_ ..":,, _*�". .", - 4' / ' " I . 1�1 Na, � , �� � , 11 � I . . .' . . - , :t" I i .. . . ": � Z� . I . I TOP OF INLET 258 .. - - --' - i I I I I � ; , \ .1, . . . � Z' " ", , � / . . . " / :. , . . '_' , , 1. � -!; '\ I a) .\ e., \ � \ �' - , '.' � ol ." � � , . .'.. ...... . . , . , . �/ -. �- . . . . "I \ .� , .' " I .,, . , . ". . '_.' " . . . , '� , . - ., , .'; . I i I I 11 -.�" "� I I I iI � . I I - . - I . I � , , , . I I I I I I I I . .:1. 't ''. _ ?, IV / i ... .' � - � - :'! v.. �' -, " \- I � I \\X, \ I \ 259.55 " "I,/ 11, - �' - 11 / I I . I I "I � . . I I ,� \ , � - 11 . 14 1 1 1. .: � . , �F' ­ i / - " ' � � I \\ / \ I � '..' ", ',' 11 I 1 ,!:;17 1 � � I I . ' I � ; . ­ I I I '' - \ I I - I - 1. I ".� I I: � , I I ' I I 1, I � . � i , IN `� N . I I I . 1\ " \ - \ '\ \ \ � . . -, " �' �/� "Ok.)", /'."­ "', -%< 1� .1 - ... � , I 1- 1. I I . I . I � . I . : . I \ � '. '/ - - X . "'� �' 1� I I >� " � Uzo . I � . � ( I I I .1 I . � I . . ! . '4 -'� ./ .0ool I � i ".. I . I � i � I I . � \ , � I—- � I "-, .' / ".,- V'.�' / .' xl� . -11 _"' " "', '1�11 I ..'� ,�' �� "I -- VPI . I . I I I I I . : . ... � . - , . -&\ " " \ \ I / \ \ \ / 11 , , . - I � . . � , , �'� \ , :. .�; - � . I ,,, �* , * ,,,, I \ \ % . " I .. �'- �.­;�'­ .'"-, � '_/ / :" *:.1. .:. � , , I � '. -/�� - � *x *-, ­., '­ ,- / .- , I . /I � I : / . .' W / I , ., . ��.: � .- %. , " I : I _� � ".. >___�� _ x.'. I � � � I \ . " � ""."� \ �� " / , , - 1-1 .e I ` �. * � * ./,' 1"-.- t:-. ' " / i 11 I . I \ : " I 1, I � I" I I I I �/ �/ z I ,,, ..� i ,- op I - I 1 1 � I I I i I / I "': \ 1� �" ' i%_ \ � \ ' I I � S� 1­1*1 - 011.1 .� � " _-� ,_ "I I I/ I . /� . .:`:�- ­ ' I .,,A :-,!.,' %"t'.11 \ \ V, QN \ ,11 I , I >*� / , i f 1". I . � v ' . I 11 , 1 , ­ I _- op . � J, . �. I . ! , './ ��-- . '. , .! . . ! I I f' !.'-;­�.' _'�- "'' I. ` :'. ­�' � .11" ';:��� I ; � I " %,-,. \ , � " __1 . I .' . � . '! I / �.. ' '. , � , \ '\. V . \ I . I I \1 1\\1 \I " ;�_ I I I \ � � \ ' \ \ , I 6 -, oo' '/' '�* //_ ,,, < 1� -_ , � '. I I � : � , , . I I I . )5>, \'�' \ I � ',1 'd- '�' , '-.'�' I .1 -1 I 11 . . �' I ; i . - , : \ V V - I I � I o ­ I �.. 25955 " '�2b� I - 11 �� --- sw / '<11 I I : I . . / I I I I I , .:;"-"' �.'� '2 '_ 0 � - I . . \ \ N. \ \ \ �' ' '�� " �' - �' I --- I , � I I I / I \ :'-�:- - -, '�'."" * \ \ � 11� , I ^ ��' �' �' / I . \\ V \ v VVIRE I :, I .,� / '_ _�_, I �' " 1-1 . -_ ';�$ ov, I :�- i . I I I � ' I I � I 11 � I I � \ . .. - '-,.. . "I I I � I I � I 11 ' \ "-_':_-"N. I AOVED �� , '/' 41- I-0255.0 �< �," I D I I , , 2 . � I / I ' , _.' *1 \ � \ I .' -;��:.'� - " � ' . ? . I / :-.11., I , ../ , " , 1 )3�_ --,-/ ,- -- �" �' I � . le, � � . I � . I I i � . , , � � "I \ I "'f . : ' - I - �� , .o j r I ; ; f . I . 1. . . . I I . : I I I 3 . . . I . . . I - I I I I I 1. I -11 � I . " 'e . /- '�/- ,,,,- - I 'pv"."', ' ,-" I - 1-11� - I--, I I I V / I . . 1, I . I . 11 "I . "', .- �.' " ."11 : � I I � . � I I .\ \ \' � I -- "/ ,,, , I ." �/' " " NN .1" - - - - - . I � , � � . I ! ./ 'I.:% , \1' I - � I � I \ " � , . I i I / I i � I \ � ".1 �; \ \ - '% , . \ ..% 1/. , 11 \ \ N, I I \ I __'. " - 1-1 �- V' j 1 s , t'o'p, I / . I : I I i ! I I � . . � �' I '�P' . I . . " - I lop . : : : I I i I I I . 'k - I 11 "'-' 1p, I 1.1, .1 .11, .�' 1�1 I 1-1 : . . I i / I . /' , " " ' "' "__'.".'. � .7'5' " -5-" '�� �-_ I I I . . / .'. �e' � \ � I �' I ;1 . � I I � / I :.. '.: � , !, \ \ \\ I \ ' \\ ", , \ """' 7 ' __' ' ' ' "'� ��.; I\_ I - '. ;� . . \ ' , � � �' \� N�\ . � , \ . I \ .1 " �' / '-' " ' � " : ' .' , I � ./ - ' A\i' / !e / " A 1� I , . I I \ \ - %�# 1, \ � "'. '_ .11_ I \ .' ".1 .1' " '/' , 'o- '-"vN -/ , , "� "I .1 _� : : ! L_i I : : : i . . I I I " I , ' I" : i ; ; � /� t . : I I I I I I I I I I ,,, - -�"' , I : , " 1 .1 \1 ; : ' I . i . I � . � I I'll n" � __ . 1, �' I .' ­" I � .'� ; , !� : ; . : : : . ! � . I I I I 11 I \ - : . I : " I : : I / I '�) \ 259.55 1 . � /" t ;� . . I ; : I :� I � I . I � \ - 7 ,,,, """ , .." 257.51 �' / ,- -��-' : . I I - \ . \ " , � __�' ;01 " . : i : I . I I I I \ \ '\� / ":� : I . . I � I 1, = -1 ; : . : : . I I I I . '�;. \ � ) . '�� I \ I / /' ./�' " ." " ", " p , '. 11!�' 6 .- I :. � . . : I I I � - I. I % .' \.) -" \ I I � \ �- - 61", "�' JT .1 " ,_ "� - : . I " :1: . I . . � I I . � : t.I., A , - I z . i . : : . . � I I I ; :-v I I I 'IN \ \ '� \" \� "I I '�/. I - : : z . . . I � I ; . I � � I � , - . . I,\ . \ FALLSIRUCIURE �s : I i . . : , : z : ; I � - I I i " \ � .'__1 '�� 1) \ \\ . ­ / J, .17" : �' I I . t /� I . : ; � . . I ' I , "/' " I I ; :1 � . . I : t . . I I � � � , - � z ; : ;; . � ; t : I � . . I I I I I i I � y"' � . I " " XNG257 . 11 \ / I'll ," '11""/ �. ,�,�,' -77 7 - ." . _> �_ r I q : 1' : : : I I : ' . .. I I . I I I I \ /' I - x " /' - -,.'',.,I ,L"".' 11 _�� ; ; i . ; . . ; t I . � � I : _: . i : a : i . I . I : ; : : . . I I I � \ �� . \ - \1 , I z \ ' 1-1 .11 I 11 I I'll " " ;o5l_ 11- ". -",.- _;;;� 11 - ! I / I : I - � I . � " , , I " I 1. . : . I I I . I , :*D ... .... � . ; q : : I , , , , 'e " , . . \ .\ - . I m : i : . I � I � � I I ?_ 5 4'5 5 001< " " , . �' `�� , I i ! : . � . I I I . � "�'�' I '/ .�'�' " ! " . . : : : i : ; ; : 1 ! 1 1. . � I I I � . 11 I - ' \ ;'�_INN :�Ilz� ... ?�' .. , - - - "" '­�� ':�<" ""� , : : . I/ ' I q ; i i . � � . I I .11 I � � , \ \ , 11 - ­ : ; i . . � \ - " I I I \\\ \' " ,,,, / '.� . I : w I i . I I I .P. I -y \1 \ oeor, ", 1 259.82 '\� - 0>,.,I,lq!T .. .... ,,,,,,, . , I ; I : z I : i I I . . ", ,\' _,,,,:..:� -- " ' __�76-' " - ,�" "',.x ;e I I I t : ", I . I I - I �111 .." ."' x , , " v . : i : � . . I I 1. . \ \ \ \ '\ \ 116:�V 1-11 J i ; i : I � : 11 I V, ' \', � I ,': I . I I . i I I I .1 . '>""": '­ - I i ! . I I : � . \ \ I \ I I . , /t'-"- "--"._.'_ ... . .. _�- ,"- "'. . 0.1 - W, .'� It L FENCE I I i I : : : I . . � � I I . I I \ v v". I I I \ \\ \W V'\ \\ '� , , , .." ;�'�'�' ./ ,,,,,,, ��` I I �_ ; . . A . � t t_ : I ! -1 * I " � , I t . ! : t : � I t _­ 'I., "ill- . I . : - I t : . � I I . , 4 1 1 ' V , '� I � . I . � , I I , ��_ I ' � " ; ; � . E � t ! ; ." ,. i : i I i - . : . I � I , i I I . : i z I I I i i � I I i '..' " : ; 4 : I i 1 1 a . . ; . . ! I . I I . I z ; . . . . I � I I I I I ' " I :e r '� t - z I V ; z : ! - � . I � : I \ \ \.. 1\ I . . . I tl/ I .. " "'I , , , I .. .... "I 1 258.0 : , I ! 1 1 t, 1-1 '. " I I .;;- � � : ; : ; ' . -, i E . 1: I I . \ \" \\\ \'; v , \ "" .*1 " "', I— '� -- '�­""'_�"�-­\ . I . q : : �1' t ; i I . � : � ' ! I \ I I 11 � 'FU54.82 _ I ,� \ I - " :�� - , '. " -'�:�� ..... ..... �� - .11 '.. - ", .." I I .. -1 - : : 4 � I', i i ; � i i . ! 1 i : . I � � : t i ; � \\\ 1 18 � '. , ­ , '. 9 ! � I I . � \ - - � , , " I t : ; I : , z 1 I . I I \ \ �11 k I '�� " ". " "'-)W� �'�'e" i . : " ; t . � \ \ '. , " -_ 1 : I ; i : t ! 1 i I i ! i I . - I I I , , '� ­ . i i ! - : t I I I . I I ' .' OCK RIP RAP I .. " 'r t i : I . I . ".,-\ _­'_ '�.' , - ) . . I I il . \ � __ " , 2h/_1FJ '�," , - -1 2 I I I . � . z . I � k \ _., ­-� -',"' �"'e . !- " '�� ­'.'� 1.11, : : : ! : . � : i i ; . r ; ! . - I I \ N� "'� "Ill , , ! : I I - 1* I i ", " '�-: '.1 '­ ,' ,_ ; 'i i I t . I I I I I \ I " "� I I—' " ". :�A' " "", ',­ ,,,, , I , . b I Z. I t . I / t i : '-1." I I \ ­" ".'..' ��. . ,,, 105� ; ; t 4 I i , 7 "'�� .- , ", "o�' " - ,,, � �.' . 1 t I . - z I I I . I ; : - I : I I I i � � ! '. i '. ", ."'. '� " - I � i . : . . i . i I I I . i ! r j 1 I I . : ; _iw- i It : A I I I . I . I \ I .' V$ '\ . L ' "' "' , , . , , "'� '�' - -'�--' )g 1 i ' , , ! i � ; : � . _­ L.- ! I I . . i I � \ I ,,, � .'�. - L-! : i I I � . ­> ­;� ­. , .' i t _= -- , .r ­­ mi i i . i "'� I ) \ "�' -, _- _." _':;�' �' .� "". ' .1 .ol� 1-1 A : I It I \ ­'..'- - 11'�_ "', 11 : t i I . A \' � _� .1 , , , 1\1 I 1 i i ! i 1, i i in ! i 1, I I I . i 1 " ­' 1 1 1 1 1 1 . :�'-<:�'�%'Z�%' I I , I-, �_ - , �V.- �.- at': -V -T --4* .-.- -A 1 1 ! i -1. : . cza WE RENT STORA'E - BLOCK ONE LOT ONE \ 1TVC146.48%, V, I - "' "" "' , " , - t IPRIVATE PROPERTY DO NOT DISTURB '%\ , -A "�\% \ I 1'. '.' . I '- \\ " : , ' I" i i �.'�' , .- I-, 1 11 \ ' � \ �r�' :;� "I I -, " " "" " - I . 650 " _' ...' � .." ,,, , .i'.i'."..!..'j.._�._.:*.. ! . i i i ! t I ; I ! ! ,,, . . I . 4 j . I I \ , I � � i " , I" - - , ": - ` , __;1_ ! , � I I ' I 11 1. . . ,. \ - I I � . \ 0 \\. � , , 11, / I � \ � - - c - ", - , - I ­- '- - I '�-.j'.!'.�'.;-.!-._ i 1 i i I 1 1 1. I 1 I I 1 1 I -, '0"�- j 1 -1- ' z � t I I I I I , I , I . . � . 79c::�:' ';� 1� I . ' "�' I I A\ \ --/�* :��'-'."';­ "" * - . 1� "� e. '�\� ; . ,,, . "... . " / \ '*�. � . . \ , . -I& - - , -1 ;' e\ -1 \\\\ 1� ' ljk�',., 29'-I" 1818\,�-' 1 .. , , , � J,%% I I /�'� 'e 1-1 ,,, I .__� 92:v/ r. 1.1 t3� I \ . � \\�\\" , $ 11 1 \. I I -.1.1. " "I. I I x "�." .,----,-,-- . , -11 1�6�- ..,- TC258. '_� ; .z. -� - - --j - � : I , -s __ I '�- I I i I I � . i ", � , ,. . - a "f I I I . 1 2.59 ACRES � I � \ "k. 11 ! , I "--.. - , I "'. �t--.:"�"� �" �_p . . , .c.�­_i*-'j. ill, 11 I I I I' I .1 I . I -, ""_ ""' 1 252. .!..L 1.�L.-;.-�.--.'.--i'-- % I : i i ." � --I � . I I I I I )� � I � .- I �. � I III, " I - __ _? i i � I � � . 0026D \ 'i � . \ I . N . v \ ._'_� 1 5 1 N. -.' .' . � ..' .. j.. . -.s.-.%-.- j MATCH EXISTING GROUND i ' I - I 1 1 . . I * * , *98 1 . \ . IV I FL254.68 �, I I 11 � ."� I 1-1 I '.1 - .1 . " i .4 � � I I I I � \ I . : . " I I � � I I I I I I ' I \ i . .1 .- : i i I I . � I I I - _�' I—, 1-1 11 I I I i i I I 'j . I I ! i I I I I I . . T I � I I I I . � \ \', i � � I "I "I I i ._.i..� . � I . , I I . I I I 'i � . I 11 I I I I , " . 1� -,- , I I ! . i I I � I � I 1 -46 . I , I I .� . : I 1! I I � I I MORGAN R GUE, A I . '��"' I . 1\1i ""- I '�" -J -.1 -.*1-. . t , I I I *9 . A, 1, . \ I I I - --- - . .1. .. 1.'.'.'4'.r.'J.'-L I .'��" i . I � I 'I. . I __ � .... __ - __1 I i 1-.'i-.-�.-!.-,�..i.'.��.'.�,,.' I I � il � I . 11 I . . '_' _..._...._..'­ ' _' . . I ...... I 1. ,- .�� '�_- 1-1. "I' I I - .- zil-::- i r -',"- I lot � I I I I I I . I I I � I � .0 \'N\ � �')' ."', " - -_ I "-- t z I � � . I I I �� I i I .1-1.1 11 I . I ' . I � � � . I �:. I I '�k '.1 ...... 11 "I I I .*,I- I , ;-_� 11"11 I � - I . . I . I 0, -A ., i' ,'... / I I I �,"` � I i � I I I N ' %,,ULLE I \ I I � A� \ . � 1 25� 11� ..�' , . \ I 1.1 I I . . I . . . - 4I, I I � \. 1p \.' " I . I " I . I ' . I I � I I . I I \0 . . I TC25 .vu"4_� ,-' _- I I I � � - - - - -"-� I - I � I � Fpj. MICHAEL G. HESTER 0, GE STATION, BRAZOS COUNTY, TEXAS * � . I I I'\ , I . �' . � I \ � \ . I . - .� �-' _.- 11 . `�' I I � I I . . ; "'_ � ,1 I � I 11w, � I . � . . I I . , ' I I � . ff, , I I I .A EXISTING WOOD FENCE . I "' '\' 11 I-,--- . I - "- �- r o ' ' , I I .. I 1.1 \1 . I I _ / .1 ,,, ::4L::-ji�-��-j . . � 12-11, . I 11 . \ I \ -­ , .,- .- "�"' -_ - - - - __�_ ,-- ,,- -_ 3:1 1 i I � I I . . I I 11 �' I I . I � . I . � � I . I 11 * / IN . 1� �'�' .'_ __ ..." �'<r I I I I I 1 "* ' �� i I -'r-r'- z . I I . . -1 * I - I . N. \ / .. 1-_:� . \ . -1 � , � .­ - , -.0 Qz- ,'- . 1. �� lim I via ��mw t � " I -1 I I � I 611-1 . I I \ I �� .'.1 I % , 11.1, " - - - __ _�[ � aim - ..' **�' I . . . . I 69104 2672 HORSE HAVEN LANE U; . . - . I . I I I . . I I I . � � I I I I . ­­' I I . 11 I'll � - __ . 4."- I I 141, I I � . .1 I . � : . 1/1 � �_ _­�_ I ' ­ * I . � I ­ � I 1. �. I � I .1 . � I _p_ - Q. I 1\ I \ N* . ..... - - � .1 - �' 1 \ I'll to . ! i u � .1. � I I ' \ I �,". . / 1.1� '__� I I ju, --- _--�- .­­ I , i . p" 1�1 I I I I I I 4 I I �11 I I .1 1.11 - I I I I � I I I . I I ' I 1. \ I � I . . % I-,. I- 1. �_ I * ' - � I I � . � �� I I I . I I ,� I � \ 11 I I � \ * I ��"' I . - .I- $1 . I I '� 00' - . I I . I . I . I I . I "" 1� � I MAY 20 1 1. . It \ . " 11 �< -_ - - �_' I _'� ,=- - I I I I I \ I . . I . I I I I 1\ . k . , ."'i"' - 2 r -F --I i . : " I W, i . I .11 I., ­ � I I .1 I .. I I � 1. I �.' ' �. � I I I I � I � I � ' - * C E N . I C-1- I I I -SCALE 1 =20 1 . ,,,, - - I - . " t I I , 7-1W.% 1 - " I 1\ I I 11 I i . 12 1 '� '� ... '.1 I i !1_. I j-1 ii � . � " . _r1i , i I � I I I ,:;:v I I k \ \ I . . . ii C=::v I I SHEE-F No. � � I I . , "", I \ .�' ,�� I I L -I,11 I 0� i" � ' . I - - � . I I . I ''I I I I � . I � I I .1 1. . I . . I 1i I � \ I— - N FENCE � -<,, � I I I I I I . . I; . - � \** . \ I , � ". I � - ri I i *'k.j ..'e, . I I � I . I . � . . . � I I I . � I I li I � I- , I/,- , - - � - I I . - I . I I I � I � I � . . I � I I I . I � ...' "'. I � F1_ / � I I 6*1 - - r 'o' - I . I . . � � I! I I I I . I 1-1 -__;i'1_ F� I I I . [1. 1 7 w I I . I I . I , I I . I � I . . . . � I . . ' I I I I I I I I I -;�.-- , '.' -- - I I .1 . I . . I I � I ; I I \ �-" \ i"'I I I '!�' %-.-- !00 I , ''_1 17 7 1 I I I I I I . I 1: - , �\ ... ........ ....... . 'I! i _[ � � ­­," I I � I . � � . .1 - � �''. 1. . I � .. - � 111� ''I . I.. � I 1. . � . I I . I . . I . I . � I . I I % I ..... . 1-.111 .1 - -[I \ I i I I EROSION CONT 1 1 )LI � ,""-[ - "I, " "" I � I . . I i � GRAPING PLAN ." I I .11 I I 'r 001"', 1't- I L I . _� I ' I "" I � "" I [,--I ; i . I I I � - ** I __ . : \ �\ \ \ /` / ­� -1 r - i I i . I � 1. - . I � I I ' � I - I I � . . � I � .1. 1. I . I . . I I I I I I . -�� '." "t, - 1'.. I I il I I 11''� � I I � . 11 I THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MIC I I I I ...... ... - I-,,- '* I ON ' z IT, i 7 i � I N' I I I � I - . .� . I HA'EL G. HESTER,, � \ � ' �" " ' .�' -Q1 isol 0!-r 1 j �i' �'-j - j .... �! , . SILT FENCE 11 I " . � I � I . I . . I I 1. � . . - . I . \1 i z I i- 1 i � z 1� 11 . 1. . P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - Ma, 1 3, 2012. 1 � I � _V, "I ,",_\ 'I-- :�:'oo i [LI I i- ! '. I ! i ill, � I I I _' I 1 1 \1 I I � � . . � I � I I - I . I . 1. . - I � . . . I I I I ,. I � ok � I " � I I , '' il '� ' __ " I I �, I . I � . I I � . I I . . - . . I . . 11 �1. .�' I . . 11 . . I I . � � 11 ) / . � z 1 1 1 . . I 11 � I � I I I : . I ___.' , '-� '1'\ � 1- � �j - .-!. I. ­' i v, . I I . I . I ' . I I I I . . I -, ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO TF E RESPONSIBLE I I \ : 'i-, � ' " - �_��o �1_0 - 1 1 i I " - __ I .1. I . . I . . . I . . . � I . .. . . I . I . I I ENCjINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE / I I � � � � . %wl Mo Ift am I \-::� . ...... --io�o ... ,.,..a . I. - ­ -.J.- .1 . I ki 'i j 1� . I I . � : � . . I I .. I � I . I I I I .� I I I I � I I I I CT. .1 I I . : \ . . I N . . aw ' 'l, , i . I i I I I . � I � � I .1. I I . � ' 1. - I I � . I � � . � I I . � I - 1 , t./r I . I . 11 I I .' I I I I I., 11 .­ . I . � .. - � � I � I I � . I I . I I ; I I __ I � '* "! --� I 1 1 1 1 1 i 11. � I I . I 11 I . I'll .. I 11 � .1 � I I . I � I I I I . I I., 11 I I I � . . . I 11 . � __1 � . .I,.- i I . I . I I � . I I I I .. � . � I . I . I \ \ I : , v. i ! ! ! I I I . I � . I I . .1 � . . ' I . . . I . . � - I � I I . I � I . � I - I � I �\ , I- ' _% ." ; I I I I . � . . . . I � 1-1 ..' : ; : I i z I . I I ; : I I I � I I I I 11 I I I I � I . I . I I I � . . I I I . � : 'T I , I � � I I I I 11 .. . I I �� I \�i 1* PRELIMINARY NOT FOR CONSTRU" I \ � , . : : I I . I I ION * F 11 HEETS . I e� �_ " i " : : I I . . � � . I I � 11 I .. I - I . . I . . I I I � � I \ : . I I I � I . I I � . I �. I � 4 � I I . . . � � I 1. : ; I . I . 1�1 ��'­' ' : t i I � I I I I I . I � .1 � I . I ___j I I . � � � * "'I'llitz \ \X N - '1 ; : : � I I I I I . I 1. . � I . I . I I . I I I � .1 I I 11 " .1 . I I I . � I I \ I'. I ": : ! � I . I ' . I . � . . I I I I -1, * 1�4 I ; , I . . � I . . . . I I I I � . I 1. . I . - � . . I I � I I � I I � I . I I . . I .� I I . . I I I I I I 11.1 I . . ' I � I El 10 . . #f-3476 I I . I I 11 \ ., �\ . I . I z 11 I .... - : I ­ � I . � . . - - . . I � I I : I I . � 11 I I I I � � � I I . . I I I I � . . .11 , , � � I i /i " -, I , I I . � I I I I '' 1. I I I . . I I I 11 I � . � . I I I I �. . I � I . I I I . . I I . I . I � I . � ­ . . I I I .11 . I I I � � . . .\ . � I . . I I I I I I I . � - ­ I . I I I I I I I . I I T 0 � � I .. 4 . 1; : . I I . ' . . I I . .1 I .1 I I I ,. . I I I I .1 I I I I I -1 I � u Lm . . : I \ I �\ I "J., ' NI" � I I I � 1, . . . � . .1. I . I I I I I 1. � I . I 11 . . . I 11 . � � I I I I I � 11 1. I I I I I . I ' "; " : \ '; , . . I I I . � I I . . I I - I I I � I . I . I 11 . : x 1� . 1:\1 N\' . I . . . I I I I . . . . I I . I � . I � I . I I I I I I I . I ; : : : , � . I I .1 � I I I . I I . � � � . � . . I ' I .) ' . IM'' I N . I I . I . . I I I I . \ \ 11 . I � I I I I � \'.\\\�'N \ I � . I I . , I \ � 1�11 i ' I .,\\ . ' I . . I � I I .1 I I . I I . 1. I � .1 .1 I I ­.. . I I I I . . � I . . I � I � I . . I . � ,� ( 0 (@ Lmr IE , (@(@ 'D " I I I � I * '\ , ", \. I � . � 1. I . I I . I I : � I I I I . . � I I I I . I . I I., � � . . . . . . I I � I 11 1. . I . - � I ,� . . - . �' I I . I I - 9@m 0 61 � \1 . I z I . � . I I I __ 1k\ I - I . I � I I . . . . . � . . . I I I . . I I 1. . I I � . . I I I I . I I I 11 \ I I I I . I � . : � . I I . I . . I I I . . . � I'll . . . 1. � I � � 1. ,� .. I . I . . I I I I - /..-- \N I .. . . . I . . I � I I . I I � . . I I I . I . I . � I . . � I . I I I I I .1 I I � � I I / ' � I � . I / // . . � I ' I . I . I Vp;�7 NZ-- , A A "k , A k I \i I : � . I . . I I I . I I I I . I . i I . I . . � . .1 . .. . 11 I .1 I - I I - 11 (9) & , I : N I I � . I I .1 1. � . � I . . r I I � g T?no �nn gjc]jj�oj�ffi \ .A,'\'\\1'\i � ,,, I V1,00 07 EffivX&RE mr--'m, ,(um ROHR MAE 9 VIA VIM v 11_11\\ . � .1 I . I- I � � � I . \ I I � � I.. . I I .1 I . I I . 11 1 I I I . I . � � 11 11 I . ,� I � 11 I � � I -1. I I I I I I I . I - . I - 11 I I � - *1 I , ^ I � . I . 11 � I I . . � I ''I - I I .1 I.. 1. �... �' I I . . 1. I � . I.. I I I � I I ii 1. - ­ - I I I � - . I . � - 0 . - \1 I I I � � ''I . � � I I � � i I.., 11 1� . ''. 11 � I � I 11 . � .. I I 11 .� I I I :11, ,.''I � 11 11�1 ,. 1. .1. ­ ". � 11.1 � � ''. . .1� I � I I I ii- I I I - .1 . . I I . I . . . I I .1 I I I I . I 11 I . I 1� I .1 11 I I I I . I I I 11 I I . � I I . I . � I I I 1. I . . . I . . I I - I I I . I I I . I I 1. . i I'� I I . . ''. I I I I I I I I I . I � I : .1 � . � I 1� �' . ' , .1. I .1 . . ­ I � I . I I . I I I 11 I 'I . 11 I I I I . � 11 . . I I 11 11 I . I � � . .. I . . - I . 11 � . I 11 . 11 � I � I .1 I � !! 11 I I I � I I � 11 � I .1 I . I I � I ''I I I - .1 I , � " . � .. . I I I . I :1 11 I I I � I . I I � . �. I I . � - . �. I... . I I I I . I . . I I 11 .1 11 � � . I - I I I I . I I I I I I �' 1. 1.111, I . I I I . I I I I I � � - . I . � � I . � I . I I . I I . I I I I � I I I . I . I . ­ . I I I I .1 � I I .1 . I � ,� � ... I . . I � I I I . . 11 �. I .11 I I I . I I 11 I I . I I I I . - I � I � .11 .1 I I � - I � .' I �l I NU Mu�INJOU -4 . . _-:01" "111.,,.� , , I I I I I I I . I 11 . . � . I - , - - -_ - - - - - - - - I . . I I I I . . - . I . I . � I I . I I . � 1, I ­ z I I I I . I 11 . I . I I �l VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: CHRISTOPHER GbOTEE - 979-595-2429 1 1 1 1 . � I I � I I .1 I I I I I I I I I i I. **: z I � I I I I . I r CH .1 . I . � �. � I I I . I � . I I . I � � I .11 , . . I I . � I ,� I I I � I I I I ,--*, 11 I I I � ol . ARCH tt J'u "_ I 1':,�`-','. �. � 0 . ",>1 Q'� I . . . .11, . . I � 11 � � . . - I .1 . I I I I I . � � D ='5 1. �7'2' ' I . I . . 11 - ��... I I I � . I I I . - I I � I I . . , . I _p_ - , '��.. z X-8" WATERLINE I I I I I . I I I / I 1. . I I . � .1 I 1. I I � I . 18, 8"X6". CUT -IN TEE �.'. 1��," � .1- z � I I . .� I .1 . . I . - - / ­ . - � � 11 I 11 I I � I NOTE: I I I . I I . I I I I . I I � . . . . , , I I I � . I � �. " ': "­ I I z I I . I I I .1. I I � . � � 1. I ­. I I I I . I I . RING COMPANY IS NOT RESPONSIBLE FOR THE . I I , . I..,', �:_ . . � � � ' / I I I I . I HESTER ENGINEE . I I � I . . I . . , I I - . � - 8" VALVE & BOX , - . . ", � I EXISTING WOOD FENCE . , I 1. � � � I 11 I . I � ".. t..; �­' - .. \ 1. X- WOOD FENCE I � � � I I I / I I I I I I . . . - ': . I I I I . I � ---� 6" VALVE & BOX . ...�:.; .1 ". I., �. "., I . I I . I � I I I I . . � I I I I I I I I ACCURACY.OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON - I . . .., I . I I -i . ".. I ". . . � . . I . . '. .. I I I I I I . 11 `�: - .,-,: �,,-. - I . . . I I I . � / . I . � I I I . I I I I .. I . .- . - \ , "I v r7 Mr- 1j\/ I I � I I I . � I I I I THIS PROJECT THE CONTRACTOR SH LL BE RESPONSIBLE FOR I I 1: i . I . � I I � I 1, w I . .1� . . I - I L/1"Mq I I I : ... � � I . I I : I . / I I I , , I . I I I I � i 1 L7' �� I'll- --- --- I . I I I � . I . . . I I--," 11 I �p . I . �,.�­., ,­ ­­ \ 1-1 � I I I I 1. � � I . � � I I .1 I � I i v I � \ . I 1. " . � I ,� / I � I I I I I .. ! . I I I I I / I I CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO . I I � . . I op -5� X-8" WATERLINE I I _�__ � . -, ;.. `*��20'PUE , I � I I . I .� I., I . . / � 1. � .. � I � 11 . I . � . I 1_" , i I � :" - "� � . I I � I I I . I . I / I � I � I I I I ! I I � I . -I' . 1;t, .\ "I \ CONSTRUCTION BY EXPOSING ALL EXISTING LINES. : I I __ I I .11 I 0 I I I . I . . I I . I I I � � I I I I -A "o 11 . I I � . . 1r) ,,�% 'I �-� . I \ � � I I I I I I I I . I I I I I I .1 � / I � I . I I I � . I I I I . . ,� I � � I . 1. I I . . . I � . I . I , I \ \ � . . . . . . . .1 � \\ � . . . . 11, . 1. � . � � . I . I i _,�� 0 � . � - 3 . � I I . � . � , / I / I I I I .1. I � � � i i @ I I I . I v . I I . . 1. I � \ . . I TDG MANAGEMENT, LP , I - 11 I I 11 . . I I .1 I � 1. I I � I � 11 . i \ � I �,\' ��l I I I I I., I lv�_ . \ \I- \ �_."': - %P- I . I . X- TELE. PIED "I � I I / I . / . I 11 � . I I I � � I 11 NOTE: I I � I I I . . I * 0 1 � I 'lz lo�� I I I \ 1_� .1 .. �� � I I I . I � I . - ,� . I I I I � I . I I 11 ­ . I I . 1� "\' y '11_� , . 11 . -1 I . � . . I I I . I . I � I I I ..--O I "�l � I . ZONED SF � � I I / I I / I I I I . 1, 11 I . I � I 1. COORDINATE WET CONNECTIONS 11 � - I 1, 1. I I I I I I \ I 1, ,�_r I . . ,� -1 . , e\* 1 18 -3\- . . _t� \ \ 1-1 \ - � . \ 'ls�vv, . . . I . . I I . I . / I I � 11 I I I 1. � � �, I .1 � I I I I ... . . 1� . - "N I I . -----I- I "I .. N" , � . I / , I , I . I . . . . 11 I I I I �� ILI x �\ . . I I I I . . I . . I I . . I . ­. � I � X-ELEC . . I � I . i, -y. - . . -- - ` \ --o, . I / I I BUTCH WILLIS, CoCS UTILITY DEPARTMENT, � I I I I I 1\ I . I \ , :t:,"�,"*!'. I I I I . � . ,� I I I I I I 1 I �. I � . I I .- ( C�P'� , 000 �,,� > \ , \ , � A I / . � I I I I I I . . . I I . . I . i -) � � . I I I � I I . I I I . .11 I . � I . � 1. I I . I . \ '10 I - 18 \ \ <�\ I . / I : I � I � I � 979-764-3660 AT LEAST 48 -HOURS PRIOR TO � . .1 I I I � i I I I I I -1 , I I I TRANSFORMER I / I � � . � . .1 I I . I I � I . . . . ' .1 I I I I I . I . � . � I I I I I I I . . I I : I . . I ,*, "� , 0 v . - ' � � / . I . I I � 1. I I . I I I � I I I � I I . \ i '13 I,< I I . . I � I � I I I I I I I . I I � .1 -t- � � 3 1�11 . , � I I I I .\ I \ �. ,X7 . I I . I . I � � I I I . I . . I ''. I . . I I I . CONNECTION. . I . I , I � . . I L\_:�11_\ I � 110 11 I . , 1�:. "':t."..-:� , I I I I �� .. > , . . . I � � I . � I I � � ,� I . . . 11 � . . 11 I I I I I I I I I I . � � I I - I I � I :1 � I I I . . .". 1.11 � . - � \ . \ � 11 \ - ' I I I I / � . .1 . . . 1. . I I 11 ... . I - I I � . i 1 '71 � � I � \,o� oo�-\ . 1_� 11 .'-7, . I I � . � I - . I I I 1. I I . � I I � .­­ : . . I � . ,, . . : 1. I ) � . N \ , � I I . I 11 I I . I 11 I . . I I I I I : I ll�;��, I .. I 4� � \ I . . � .. I � , � I I .; I I . � . I �p I '1-1 I (_ \ - : / . � . . . I I I I I . . I I .\ I ':�; 4--p I . .) , , \ - . I 10'PUE 7901/165 : . I I . I I . � I . I I I . I I - , , I I . . I "I.-. , , ­ I . � �w � -1 . , \ - 1 4- 1 1 / � I I I . . I I I I I . 1 I . . I I 1 . I I . I . . I 1. ,///. "-� 1. ,� I . I � : , , - - R=501.09'% #� ___ \ \ I \ \ � 11 I � . � . I I . � . I . I �_ .1 - � I I- � _1 . .. I I I � I 1. ­ 11 � I � I . I I I � I I I I I � I I 11 0, . . 1 -4- x�­`.-".:'.­ - * I I . I I . - ,- \\, I I I . 1\ /_11. I I - I I � I I : �11 � 11 I . I'll I . I . I ­ - I � I I . I I , , , '.4..'::'...;­� 43' . I I ELECTRICAL SERVICE - I � � . . � I I,- �\ I . * * .". �` - �,� " . RATE INLET * \ \ I \ I .. �., , . "I " ** � �, .:s - 1-1 . I / .1 . . .11 .� I . I I . � 11 I . I I . I I I - � 11 1. - I I I I I . I I I I I -yo <1, , �:1 �;,I,,,"-�_ , .­tz,., , I #DS -1 ,- Q ,\ \ \ ,�-, \ . 11 - . I 1, I ." - - --� ,\ . � I I I I .1 . 1, I I I I I I � I I � I . I I I I 11 . 11 I I \ ­- ,---�-,�,�,, . 1-1 I � \ I /, I I I I I I I I . . I . . I . I I . � I I . I � I I I . ,,, .. �.. -.�-:,,.. ,��.. LTA=23'01'57" . I 'A� \ \ � . I I UNDERGOUND CONDUIT . I , I , ... . I I I . I . ,. 11 ­ I I I � I � � I I I � : \ I . , \ - I I I . �. .,* I I 11.1 I � . . I . I . .. I . I . I � I : - I � . .. I -1 : / \ � . . � I I � I . . I . I I I I I �� ;;-_/. . I i . .I i... -,�""::�',.,. 1 "I D , . q I . I . .. I . .. I I . � I - . I I I . . I i .._.:� "'.i'�4'.:'. ,,�_��. � T ol I I I'll. 1-1, I /_l' . \ , , \ N"A �\ \ (SEE ELEC. PLAN) .. / I . / , \ * , I . - ; .1 I I I I'll I I � . I � I I � . � 11. I I I . I : I.. .. I . I I I I . I i �.�l , � � . I \ , 1Y... :� . . . _\ V WA I ERLINE I �� � \ / I . : - , \ , - I I 1. . I I I . I I I I . I I I I I I ­ - �,..; :, PROPOS \�l �, _ \ \ - 'I& /� � 1\ \ 1, "'. , �, ��;-.` ":: - -� ".." �10 .' ' I ll� I � , I ,_' I � i . ��... , " ." 21 � 1.11 ; I I . . I I � . , / I I . � I . I �� I . � I . . I I . �l I . I � I , .. I - 11 . . I I I I �. I . � I I I � . I I . I � 1- . % I 1. I I � 11 I I 1. 1. .... � " , ., . 5'PUE 10625/217 1 � . / , \ , , I I � I . . . . .. I I 11 I - I � . I I I � . . . I . 1- .,.,-.,..,��''..,..,','.,.*.*,'�",.', -� - - \ \ . I � .... :,..,: �, ,\' . I � - I I 11 L \ \ I -:­ .;": -,,,, , .1 . I RG=N53-17�18'?E . r __� \ I I � I .. � . - � I I � I J � �.� . i . �: -, 7 �' . I \ \ N , I . I ! I ". "! . . > . � . I I I . .. I I 1. I I I I I . � I 11 � I . I I I I I . I I 11 � . 1/� � � . I I � � I � � , � I - I . I .. I - I I . � . � I I i 11 ': I \ � 40 I - � � .\ . . I 111, I ---------- \ I . I \ I , ". , , " . . "'. - 11 �-_ ".. - CHID - . I I . 1-1 I I I T #2 \ . \ \ \ \ I / V / ',,)- I I I � I I 1. . . I .1 I I I I . � � �l I . I ­. . ,. I I . . . i I - ." 4 ... ­ - . . - .� . " :.l. , 1�� I I I I I I I I � I I 11 �\ -, " , ^`��;"�. ,�`.",�,','.�-"`.�:, I I � . . 111\, � I . . I � .. I . �. I . I I I . I I . I I . I , I ` - 't - . � � - . ll� \ ''I � , . . I I I � -_� �. : .1 : IFIRE HYDRAN \ \, 17 1 ., I X-8" SAN.SWR I I . - - I lol \ / 11 �01/ 0<1 I I . I I I I I I I . . . I � I � I I I I I * '\' 1 7 1 . I . I I SWITCH . I I � . , ":t; " '.i � -SAN JUA" VICTORIA 11 . I .1 . I . . ­ � . I I � . V 1 0 \ I I "., ..., �. - , , - ­�: I I 1-1 � 1500 G/M REQ'D. ��l \ I I I I � � I 1 20 0 1 \ , I ,� f . " __ ... ... � -,:,�.,:, "I \ \ I ,<�I, . TORRES :,.� ,. . I I . I . . I : 5 1 1 --. . � �, , , ­ . I 1^ I I I I (� I \/ I � .1 \ \.*. _. I � I � I I I . I 11 I ­ STATION . . I . I � � � I I I I . . \ , \ I .l.. 4; "­,�­.1,4;,�,.�- _,,/� '* - I "" I I I . . / r\l - I � ,� I 1. 11 1. I . I . .. I . I I I � 1 I , i I I . I I I I I I . ..,-_,'',-_­.,­-. @�' ��l . I I / \ � I \ 1\ I - I . .1 . � . ZONED SF -1, \ - .. I , I I I . � . . . 11 I I., � _r . . I . I . I I I __ , . � . I \ \ ­..­_'� ­_,�*�­,:, . I op � 11 '0�� . I 111. I � � I \ 1. . \ \\ / . . I .1 11 . \ . .. I I I I I I . '' i I 11 I � �. I.".. � 1. 11 . I I � I - I . I .. I . . I � " �*klj-.�h I . I . � " '' - � . : I . . I I I I \ 11 I I I , �\ .00 I � _�_ 1�1 . ELECTRICAL METER - \,. UG ELEC \ \ I ./ I P/ I I . I � � I . . I . � I I I .) 11. MOW. I 11 . I I I I � I I I . 1. I � -VALVE .1 I 11, 1�v - I I I . I .- - . I � BIKE RACK FOR'T\WO BIK I . . . . I . 1. I.,. I...- . . . I . I I I I �� I I I I \ \ _\ \ I i� . I \ � X . I I . �, 0 1 1 1 � � � .1 I/ - I I.- - I 1. I / I . I _\ I I I I \ , , � . I I I I I 11 I I I I . CITY LIMITS � I I ' , � " � I I I � � . . \ -17 I 1\ I � I � I I � 11.1 � � . I � N �. I I I , I "I �� I I . � 1 (8 1 11 I � I I . . . . I I I � I I . I .11 I I � I . I . I I I I 1. I I 11 . . I 1\ \ \ I . ,-,,,. ...l.. I ,." ­ I ­ _o� - ­ - _�,__ NN \ �1110 11 \ \ . I � I 1. I ,.\ . I .. ll� I I I I .. . I ­ 11 .1 I � CARTER'S CREEK � � \ 11 , ,�::;,, I . <� I I . \ \ / BENCH I I - I I i� I I I . I \ I . I . I "I IL I . - I I 1, I . I � __ I 0�, , I I I .�_ _� - � . I . I \ I . I � I 1. . .1 I � . : I . I I 11 �. : I � I 1\ \1 : -, - - �� FROW � I'll �11 17'5" MAX. BLDG. HT. I - __ ,� I . __ I \ , I I I.. 11 . I 11 - I I � � . . � I � * . I I I � . I I � �� I I . I .. '�� . . I . \ I I I � I I . � � I I 1. � I . I \ I � I . . I � . -�, \ \ ., I � . � . �. I . I -.,,,,,�, "" . � I I I .. I I ,� � I .1 � 1. 1. - I I . 1. I :1 I I DEDICATION I'll I . I I . . 1101- I :.:.,;l.,.:,.,.,ll..'��.. � : I 1\ . I I - .. I I I I . I . . I I 1. � I \ i - . ''' .. I . t�� . . :� . I I I i I .. I I I �\ \ � , , - ,_ . ., . . I :i . . I I . I z &� � I I I "I, , - . 11 '. , - �: ", I � � I \ I ; - - .11 - .., ­ \ I I I ..., �. :;, -.'� "".­ . I I I I I I , !. ,.'�� , ?". I . . I � I 11 'e\ I i . . I . I I . . . \ I I' :� I I!. I I ., - .- t-111 A I I -7 . I � I I . . I . \ X -ROW . .,., .,;. .-� " . i � . I . . . I/ � � I I I � 1� . - -, . .,.:, \_ . . I i I I � I \ . � . I � . . I . LIN . . I \ . I . . ,A, , . I I � i . I , I . . I � -;­-';.-'. . .1 DICKEY LAKKY U \' I . I I I I � I . I I I 1- . . I I 15'PUE-// \ I I . z I � 1. 12" STORM DRAIN I I � . I I I � I I I \ I : . � ��l - �, " .".f. 4'."z-, ., , � I � .1 :,. I i I / \ , I . I I . /I � - . I . . . \ I �'. ,� .. . 11 I I "N - I . ! "::` I . � .. 11 . . i . . I I . . I - Y., _ I I . � . I : 11 : . . -.1 I \ I � � � .1 Xbb ... I . I I I I I I . � . LINE 2 11 I I I., I I I : ., V, �, ­. \ TAMEKA S JACKSON-DIKEY . 1. 1. . I - . .:: � ': . I I I . . I � I I i . I \ . I I I I . I 11 . I .1 � \ I � .. - .". � 11 I I . I . . -* - - ; v ,:, , ­ ,� 11 � � I I \ \ . 1 \ . I I _� , ", "' :, �, . I I . . z loe I I . � I I \ , I . I , I . I rl ,. '.. I . . I � I I , � iw:�i'::: I . . � - I I I I . I I I � � � i � - I � 11 . I I I I . . I /I I I I I 11 I . I ''I I I I . I I I .. ''I � .1 . �­ I �_.__ _. �__ I . � \ . \ I �� � ,f,; � " ­ 11 , tp- ZONED � F.1 -1 ,\'-" HORSE HAVEN ESTATES I I I 1�?� � . � :1 I- . ' . I . I . . I ... � I i I I I . 10 I .1 � � I -- : __�_ . I . \. .1 I I q . � i . I I X-1 5" SAN.SWR.-X\ I .1 /11 . �_ � I I � I . .. �\ I I ----., I 1. � \ 11'0 , � � I ,_ _.- , -rDll .1 I I � I � � . . . i! � � 1�� �\cl) , , "." ? � Fk I I � � \ . . I I -- ", I \ - - � I . . I I � I � �i I I � I \ .. I I/ I X-VEGATATION ��\I� _,,�� . I . I 1_1� 1* I I I 0 I-, - � �� \ I � - _.W_, - - , \ I'..". I \ 171, . I I I \ . PHASE THREE I � I � I 01 - . � . . I 11 � � I . � . . I I I i I I . . , U\- 0\X , . I I - - - . .1 - . . . � I i I I I / � . I I 30'R- '_ - - \ 11 � ,�; -.,: \ 0 I \ BLOCK THREE . � I . I I I .. � I I I I z � I I . . . I . i \ ; \ I I � - � . I I \ . � � I I I I I I . I f', , . % . I . . I I � . I I I . � � � � I I I � . 10 . I 1-1 , \ . I I I I � I . . oll, I I I I I � . . 11 . � . .. I I I I I , I - I � I I I I I . � . I \ . . \ � \ .1 , I I— . , I . I . I . I I � 11 . . I'', i I � I I 11 11 , - �, I ''I I I . . I \ . I I I I I . � . I I N 1 .64 <�l . . I I lo��_l - I I I . . I � :_ � .1111 I I 1, ., 1. . -1 / 1-1 .- .1 . ­ . . - � T&n , . I \ � � *1 I 1 71 1 1 I ,� I � I I : I I I I . I I I I I I ''. I I I 1. I . . . I . . '' I I I. . . I I \ I \ I/ ' I . I . I . I 11 1, " � 1. l- I \ \ 1� _\,� \ . I . I � � �l . . I I 11 � � � .i I I I . I I I � � � .. . I I \1 - � I/ EXISTING 8' '� . . I "�� \ I I I _/��i - � I � I I I I - , WOOD FENCE 11 � <I- 96', . - I 11. I I I � . I I I , � r� ­ � I I I 11 I .\,� - . I I , 1. I . � 11 I � Iq I I .- ,� I I - -I'll � I � * I I 11 1. . I 1.11 I I �:, ­\ . , � . ­ .. � I . . I / , \ ,:.*.:',�.:, 4� - I 1� � � I . q�L(��o � 1, I 11 , I . . - - � , - ,� 1: I I . - I A '' �GRATE INLET*: I.. � � ­., �, _��,', � , � . '' � , I , \ , 0- I li - � \ . 11 � . I I I ! \ ' I �..: . I'll, _e -l; I � : :;-, , � 4�:­ .:,� .: � � . . I I ,� 1\ \ . I A . �_), I -pl, . � 1, I . I I � � 1�1', i 11 ,� ..-,. X-8" WATERLINE , .1 �. � I - . I I � . I I . \ . , I -1 \ I I I . � I I . I i - - - i \ \ \ I- I I I I - I I . I I I _< I \ \ - _\ \ \ I I I 11 . I � I v I I I I I . - i - .77--.. � . I U; . . � . I . .: I : . . �. - , v 8"X6" CUT -IN TEE � I I . ./I IVE C I 11 - I I , ': *.-:, (� � V� I I I I � 1. I I . 11 � ­ _� � 1 8" VALVE & BOX . � I 1-11 � 1\ �� . \ � -1 \ \ \ .� - I I ­�,�-_\�_:, -- ,: - .. lu, .��'. . 111. SITE � � . I I I I I 11 I � I I I /' \ �_� I z � I . � I .1 . �� I I I \ . I I � 11 I I \ . \1 \ 1- ��;_:,:�,��, 1� , 11 I �.pl I ''I . . � 1\ I \ , I , (s). , i / X -Pp . : \ , I 0, I I 1't�r I I - I I / i � i \ '-.­�< , , oelll' I � I \ ,: I I I . I 1\ \ I . / I 1\ . . 6" VALVE & BOX . I � "I, . I . I I I I I . . I � I \ \ I SU N , , I I I I I I . I :,. � I . . I \ _ \ . . . :'ARK 11 I � �' lo \ I I I I TO \ I 1\ I I � . i ... .." � \ . z I I . .. I I I � . � . E . � I 11 � I I I .- It, . oop , i, I / I � 6"X22.50 BEND I I I z I I 1. . I � .. I . � I 11 � I .1 I I \ ,:: � I \ \ \ . BROWN STEPHAME D & STE �9 '. � I I I � I . � I I I I 'WROUGHT \ 11 �'t- I., I 11 , ZON � I I I I I I \ \ ­., � � . 1-1 � � I � I I . I I . \ � � \ 1\ . % I � � I I �. , 116 I , � Iml �'. 1, . FA11,250 BEND I 1-1 \ I I ED SF -1 \ . . I � I \ X -SS MANHOLE . � � . 1 6" WATERLINE , �� I I I . . I \ 6' 1 . I . -i t -b / �l I - . I , - � I I 11 . I I I I I I I �rh I . . I - .1 I I . I . I I I \ � . I ,,/ 0 . I ,S. . I 11, CENS EASEMENT _y I I \ . \ ., . (TYP.) I ,/ I I / .*, , , 15PUE - 10625/217 1 11 . //' I I IRON, FENCE \ � 4� I I I \ \ I 20'P,U.BLIC AC 11 I I � I I/- I I I � � / I I \ I ;.'' I \ 570 ALONG BUFFER I \ � 9, BUFFER ' 11 . � I . .. � . I I I I . I 'I "..%.. . I ) I I'll I I - � I . 11 . I I . I � . � I � 11 : �\ (.0 I I � I I I . I I . ,� FIRE HYDRANT #1 I I .�l I 11 10 , - I I \ �l . I \ \ \ I I . - � I I 11 ASTMA u I ,� . _// 11\ \ /> � � 9o. 1500 G/M RE yn . I 1_/ I I � . 61, 4 \ , \ I � � \ �\ I 11 \ , , . C-1 . . . . I � _'12'� 1 z I L 10 I 1pol . . I I I I � I I 1\ \ .\ I . I �^ - � I I 11 . . . I u I . � . I � rl 11:, , 55� . � I n . � � I I 4% I 0 I \ 12" STORM DRAIN LINE � \ . . \ . . 11 � . � I . % I I . , I I I 1� R MOUN \ -\ , I i � 11 I - . I., 4 1 1 �,, - I I qp - LINE 5 � I \ -\ \ 17 \ . I . \ . E I I . z *0 .1 11 � � �%_ . I I I .1 A � . ­ I 1\ - . I -,� . . I I � I � � . I :1 , GANDE, TAIN � / I � . Q11 � / - ,-;.,.k_ rl �.k I � 1-11 .� I I kp I I I I I 0 , \ GRATE INLE * � I I � '1� I , �, \ \ , � I I EXISTI�Q W 11 I . . I 1'�� / 1 i ;3\*,- v "I I I z I � I . , � I I � � I I I I I � I I \ I I ­ \ /? I I � I I I � � I I \; . I ", I I 0, -< I 1� ul�_ '6� 1 . . I I I I I - <1 � I I I I I I li 10 . - I 1�1 lly6, . . i ! "'O ,, .1 - I "I \ I I I I I " �' - .1 � 1-11 � 11, . I %1� ­ I �. I .1 . ,. � 1. I I I I I I i . * 1 61�1�.., �' - . , � I � \ I \ I I . I I I � I \ - y/l/l : \ I I I I . I i � X-8" WATERLINE -Ili r I � " , �j, . r', ,­^,-tll-, !,,� .. , � L"� , �� I -,.��­,.,.;,- � I ,-- %-�',' . I -1 I I 1. . � -_ � I . I � I I i I I - -:1,, . I , -11, N 11-1 -1 I I I I . I I I I \ I 1�& I . I I ,. - I . � � 84-,� ��', 7j�,, , ,� , I I . . � , 11c, I I I I . I I I � 1 1 . --- . �: � , I I /� k�p .. I <11 \ . � \ -01, , \ , / \ : I � I i .� ADA COMPLIANT . / ­ . �� -_ `�'7-�,.,:,.:l-,-,.f � 11 I � I I I � 11 I . I � -,x I . . I ­ I I � I I ) I , . __ - I - 0 1 --p_ �t I � . . I (_ I I I \ \ � , 1�� I I I I I I I i � . _,.,� _1�_ , I - .1 � I 11 I . I i I . , N *_. - I � � I - \ I . N, \ I I � . < I - . ' ' I I I � ,c ,�, I � I I . I I , . _Y4 , I I : � I I � I �l . I � I � . I . I I � I 1 C3 1 U,\ . I . . I I : � I I I . .11 � . � I I I I � I . . I . . I I I I . i I . op � I <F . I I 'o, - "I , 1�� \ I \ . <�- .\ \ I I I . I I I � . . I RAMP (TYPICAL) I � 0 )i 1-1 V, -4A�NDICAP �STRIPP�ING ,, � I I I I I I \ , r I I � I I I I I I 1; I . I I I � . I � I I 1. I I I . I � � . . I � � . I � . . I I . 1. I I . 1--i I 'V�l I <p, � I .:, .1 . . I � I 11 \ ,;I I � I I I I I I I I 1. � I . . . / . II PIPE BOLLARD (TYP.) � I -19 I I I ;�<l . (I'll 'o \ I . � - BRANDON ORI�L�Y` I . I I . , I . . I . . � I . . :� I / I . 1! . ,� -ADA COMPLIANT RAMP I I � I I I I . li�� � . X I 1<1 . . �l\ 11 . . I I I .1. . I 1\ . \ \ -,o�, I . I - I � I 1. � .1 . . I I . I I � . I I . 4I . . -, �/l . � I I I - I � I I . 11 � . I I � ZONED or: I � I I - I I I :I I I .. I I I /I II I I I 11 I . I � � I %, I '10), I I I I I . - I I I . . I . �� � \1 I I 1. 1�p q. I ''I . . I \ . , � � \� \ I I . ., ll� , 11 �. I .1 I I 1. � . 1. 11 . - I A 30'R . I I � : 1<1 I I �� I . . I . . � I I � . ,\ \ I \ . I I . . I �!� . of I I � I I .1 I I'll I ­- . I �, 11 � 11 . I � . I I I . . I I I I I I I I I <1 � 11 I I � I _yl \ I I 11, - I .... I I . �i B \v . -1 __�:_ " / I I . 1'�� � I '�t . I I ' I � ­ � I.: \ \ \ , I � I \ , I'll I .. I � . I . I I I I I --, ___ 11 . . ,� \ I I . I I . I I . 11 . � I I I I . I I I .11 -1 , I I � - I . I T-3 . .1 . .. I 1. h . . I I I I ell � 411, 1 ,/>.. . . t, 11 ­ _­ ._­_­_ 1, I I I 11 . I I U � I I I I N I .1 '�� L' \ � 7�1'1 � I I � . I /, � I � . . I., I I I � I , . , � - ,,, � I I I 1p %J I . I V , LL MOUNI ED . . \ �> I 1. I . I I I �,/// / . i / I I 11 tl � . I . . 18" STORM DRAIN LI . a I . \ � . I I I :� . . - . . //i / :::v r_ B I F-1 I \ I . � . I . . . / r/ -, � � . . I ll�� - I I � �. . I I . � I '/ I � � '11�_ I \ * I LIGk(TYPICAL) \ � I I . . . i � //.' - ­ - --_� � ...... R SIG � I . 1. � � 11 � . . I . � I 1. I . . tN I K I( I I I . 1 7, � I . -7 . . I. I I - \ , . \ I I . 11 . .� I . I I I I - , i &C .11'� / ENT aEffy PAD��i �--- t. - ..... I 101 � 1� I � GRATE INLET* #DS -2 . I . I I I Al . � - ;,� LINE 6 � I - I 0 " - � 7.5'S.ETBACK . � � I I I . . I . I . I I � . . . . I . � IL � li . I I I . 1�(l . I 10 . � I I � . 6 \ I ,>,, I ,,-' FOR EXACT LOCATION \ \ � I � I I 1 I I I I . � I - I I \ . I � I � � � � I . 11 .; I I . � I � I - � I . I I . . . . � . I � . . . � .. . . I . " ' I I . . I I � i . . '�'� w WHEEL STOP � I I . � . � . . I � � � I ulp, loull � � I I I I I I / >�� I .. K _�= : � :1 � /� -/---- I IPEDE�TRI�! TRY 1-11 , I I 0 1 V/-, � I � 61 . I X�_, I . I I I I I I I I � I I . . I. . . __� . I I . . � , � \_ SEE ELECTRICAL PLANS \ .� . \ 1. . I .�!_ �� I 1, c- � . I I � 11 I I I - '16 � I I .1 � I I . �,�,� I - 11 . I % I I I I . I . I � I I �,�,�. I � . I . . . .1 . ,: JI . . <11, , .1 I I . I . I <11, \ - * s - � . . I I � I I I I .. . 11 � I � .1 � I I I . . I \ . . . . .. �\ I L � . � I . I I � - I . . I I . I . I . � , l< , ROLLING SECIURITY GATE ' - . 1. I . . 1�r_ � �p_ / 111/0 . . I \ I : I I I .... /11 W . . I 'K IN COLOR I . . I � � . I 1_�%_ I � �_ . � I I . �. 1. 1. � I � I I \ \I. - I , I �., I I I I �L � I . \ L , � \ I � I I I . I , ��� ". I I BLA( � IFIR ' I , 1� I � 1� , -'P- - . � �� I . I I � � I I P, Ya \ - I 1 4 � I . I I . � . - \ I , I . . - -_ x1l" 11. I , 'w� I DORCH � � . I I I I I I . I . . � . � \ � I . � I ,, %</". . . : .. � I � u '06 1. � I .1 , , "', .... 11-1 .. . Yl. 1 1,4- 1<� I I . I ..., I - I . 11 - I I �. I I I "I . I I I I � . . .\ . \ � I . . " ��, I. � 1;.1 .. - l.. 15 I I I I .� . I . I I I \ k. \ - . I \ � . i ,. . I � *1. ,, ..'; , .� I I .. I I 11 I 1� ... . 11 l -HT - , I .. .1 I I I I . 11 , . I . FOR SIDEWALK CONNECTION TO THE ' ,� . I , �� 0 , ­'�. � ;�,, 1- I I �. .1- "Ill �, , I I . WALL MOUNTE . I . I , 1, , ".., -I - - / , 1-->, � I I \ I - ,jl �,� - fAll7rIllf -,It;J -tU L 14T981 aq . I'll. I , I � . . I . \ i . . . ,- 'V I I 11 � � I \ I . I I I � 11 � 1.� "I, * I 1 I \� � . I I * � I -.� r,.,,* .,;, ��. . -a � ­�. , � . � . I . L 1\ � I TO : I � . -1 � I I � . � ,3..,��, ­ . , , :,:, - I I T (TYPICAL - (�, � I I � V�) I � . I I . I \ - ,��,�/;/��" / app'A : . ., 5��­�, -��,/� "' . I � I - \ i 11,_\ I '1111"l-,:1 / , �'O\A co * . I ", I I � I 11 � I �t­ - EXISTING SIDEWALK SEE SHEET SS . . I..'.7 � ". ,()1�4cv�A� -,�,.­.,� �_,, �l , . 11 1--pl_ 11 I I . . I . I . ; I � . (f, I I I I I I . . ,.- 11 .. I I . I I �. I � r . \ . . 1, �,i,.. .. . 11 11. I .!-- / �IE , � I I., � � ­­­­ I.. , I � I . . � I I _y - 1. . . I � I I b, . . I I I I I I I \ ­ I., I I I -1 . .1 I I \ - ,.,:.. I .1 , . I .1 I ,,, "//I- " .,I I- - , - . *..", - ,,` �,;, OFFICE � I . Q- I . 1 24" STORM N LINE \ I � I I 1\ � . \ \ \\,�� , :._. , . ..: \ I I �,� I .. , " �/ 1/// , , " / ?Ropu I : I.. � �\ . 11 I � � DRAI � I I 1, :, \ _ I � �'... " I :..I "I". lw.­ � I,r%, -- - .. I'll l ­/l",/ I 11 � � I . . . I I I . � I .1 I � 1. I I - . � / I .If ��r_ �'.', I I . I I I . -7 - IV I I � I . .", X"�"' ADA RAMP _� -it 000, � . , //­ I I . � <p, I \1 � I . 1 16 -15/1,6' 1AX DG. HT. � ,v: � I I I �, I'll I / : I I. I . N ,., *, �:,;,: .." - I I . I I . I I LINE I I - . I I I . : . I , BL . �. \ I -1:1. I I . � .. 1�.. , I � . . . . I ­ I � � I . I - , '. . . V_ -_1 >< *,- � ,�� -'. " I ,� ,If, I I I I \ I . . \ \ 'i ,--i., ,� 11 / - &/ ., % �,,�--. . : , I I I I . . I . � . \ I 111.11 I - I .\. . \ � . 1. I � � ".., il, .". 00 .. I � 1 18" ST RM DRAIN L INC . 11 \ � 11 . � I I I I I . L : . 11 I I I � . � � :.�� I � I � .��. ... - - , -, , , I 11 . I I . . \ . I . I I : 1\ � I I �� - - I I � :, (.A \ I I . . I I I � I � I I I I , \ , I .:, . - . 1-1 I I - - , I . , I , << II , . `*% � � � � I I I . . � .\ :,�, � , -��. . , I , .1 1�. 1:�� \ '. V/ I 1�� / I .. .T�_­ : �.� ol-�,,, �-, � , � \ I I � I . I I I I . I I 1 0 Q) �! 1,,,,�I.l I I . . . I I . \ � I \ I . : , I . I � I . . (' . 000*11 \ s );> I ,� 300 S.F. OFFICE, , N I LINE14 � I . . � I . � I . . . I . ­ � I I , I . 1\ \ \ --- 1 72: 1 1 ,� � . I . � I I . I I I � . � I I - I , I I � I I . 4� ;e .�­ . �,y� :.- I I * I ''I I . I I \ I . *EAST JORDON [PON WOR � I � . � . � I � \ � � \ , -1 . : -==::: HENSLEY � .s lz j, I � I � . . I I 11 S � .� L I I ,;>� -, -, -, - -:) I . I I I . . I ­ \ � I \ \ : �.,. ,,z_ � \ 0 1 ,< ZONEDE. I I -t- . __ . I I . GRATE INLET* #DS -4 I I . I , I . I I - . I � I , 'IQ - : : -- 11 / -_ �, . �_,,v ) � fn -.� " I . � Its , 10, . - 8" STORM DRAIN LINE I 11 . V-5724-8 , & ,. � - I ::`1 .1 - I � I .. . ,� *� 11 I . � I I � I . 0 FRAME ,�RATE , �. I I I . ,� , 11 11 . I I . . . I I I � 0 ,,�Z; ,:. . /�/, / I ! 4, 70 . _� I . I ^ � I . I � . I . � . 11 .. � I � I . I 11 I I I .. I - .1 \ . - I I . I .. .., \ I I _,�� , . - A � � --I. � . I _ I I I 1/� \,��-%,-,\�sz�\"� <,,�' I -- �, a/ I , `�pl . � � I I LINE 5 1 1 1 . � I I . I . . . : I I I . I I , \ I ��..... \ ,\---:-, � I I - . � ii :�� �_ I "I I 0 \ * . . � I . � I I I . . I I : I . I , : L .. . I I \ :' I .. . I \1 � I 4�\ -_ - \ -_ \ I' - .\ - - - . , ,�� I , . � . � . I I N � I I \ 11 I :i . / I � I . � � . I I . . � I 11 I � . I . I . 11 . 1. 0 1p . � 1. . I 1, I I I I I I I I I I I � � I I 1. I � � . \ I I . I , i .?., .1 N I � � I I 0000 I � � I -J& ,C2 >, I . I . . . - I . I . � 1. \ I . % I 11 WROUGHT � I 1 I ,\ : ,;ol'.',� I I / .b. I 11 ,� . , ,/ I ., - \-7.5'SETBACK , I , Z, I V (�� I , I I � i:;­�,,_� 1�� I 50'R ., , N48016'12"W 5.0' -_ - I -_ I � I ,\-,. . V I I \ RIZON SIGN 0 - ";� I � . � � I � . I I . - I . � _5� \ � I ,,- - "I I I I � � . I . � � I I ,� I I I . . . . I . 'k . I � � . I . I .1 �,�- 11 \ . �l �l . \ _,�� \ I . 1. I � I I N41043'48"E 37.54' , 11 / / �,VN - � � . 0% . I I I , * I I �o , 1p �n? , .11 I � � . I I I \., I � I . I . . . I I I . I IRON FENCE _/ I I I . Alli I k . . - I I I � .) 00,1017 * \�� I \\ , - .\ -0 -p ljl:k , . I I � I . 15'9" MAX. BLDG. HT I I \ I . L�; '. . I . 11 I li @51 . ,� a_- o 5 1 - I - � I I . I., I t I . _�_ - / . ,<\ � I . E6 � 'All I I . I I . , - I I I I ll� - ,,:,- \ I i I - ^N . ,. , I ib\ . b I . I . � I 11 . � 11 I . , . . �l I - - 1-1 I \ � . c , , I : � u `b u 17,- - I I I I . � I I � � � . 11 I � -1 � � i I ..: : : : " . I I � � TDG MANAGEMENT, LP � - 1: � , I � I , C- - � ... i i , . \ - 000, - I w \ N I � I � IX ( 1 _5�_ 1 . � i_ I -1 I !, � � . . loo t� I 11 I - I I ­'. I I . I I I . I � I . I I . I .. . I 11 i �� . . I I 1. . ON ,>,\' I I I . .. � I . -,� (p -/ ,� � I G- -, - I I I 1 1, ­� ,,, 1 6 1 . � I I . I . I - 1_� �)\ I., - I z I I 11 �. ,� ,� � "�� �\ %_ - ,'� �,� .. \ . I I . 2.60 ACRES : � � � ....... N I 1: . � I I -'< I ::: I .. . U ,5;� "' \ V��l �� I 11 I., I . I I It � I'll "I, . , Vx � .1, I p � "I' � i � . : I I . I ! * V �, � WE RENT STO i LOT 1 11 I� I I I . I : - , I * \ .: : I . . li I �F llll� - I ". 7� ,:, .,< . �,�. . \ I I I , : RAGE BLOCK � I � � . I ­ I I .1 � I . i � , . � . . i - - *, ,:� I 1�\l I . � I I . I I I ,;�J% -1 � . 11 � 1 �< �\ .. : :..:, ,­­- -.,.: .�-.,. -.,'. z�,_. �� . I . i � I � i \ I q \ . I I . 11 . I . . . I I ­ I �l - I- . : : I ; I - I 1. I i : (8 - / e rjl6t)--;; i \ I 1 1��,��6\ 't \- 1��_ , - . ZONED PIDD I I I 301R 11 - : I !i . - I . . : I "', . I I . . � : ***FIRE LANE STRIPPING ALONG CURB: ,' P . . I I I !��� I I : : : . "ONN , I . . I I . i I . . : . I .: . / \ \ \\ 71 I I 1�� I \ _'�I_ . I I I 11 - !,_� I ll'*_�FIRE LANE ,_� - � I _� : I : ; - I , i :,.,. ;­.­ 11 I I � . I I I x . I I I . I 11 : : :1 � I I I "", , � I 1-1 I I :1. : : i I . I . : i : . 11 I 0 0-. ol;o 6 - ­. ; '' 16), . 15'9" MAX, LDG. HT. I I I I I I I . I I . f - . � . I 11 ,_ . . � . 1 1-41 ; . . : : I : . . ­: - - I . \tt � , .1 I i - I I 1_� � : . . : : I : � __,�`�-_ HHE LANE MUST BE STRIPED AND LABELED I, ";. 1, \ . 1;:�,_ � .. �, . . � � I : ; 1- � : : : : : : : : � I . . � : : . I � I I I z : - : .t : : . . . I I . t-_ I , . �_ . I . . . - : : : ,� ; : I : t"'! I - I � � , I I � . I � / ; , - : 11 I z. ; : : � ., I 1, �;"' ��"q- %ATER "FIRE LANE - NO PARKING - TOW AWAY ZOI - - -, - ,,,I \. . � . 1110 - � � I � . I . I � � v 0 1 . I I .. I � 11 :1 � � : %; : � . : : t : . I I . .1. . : - - : : : : I I . I ; . . . � � , I 11 �� ; . . ; . I , 1. .� - -:�,.:l .�- - I I . I : - ; � : : i ; . 'r `-�,_ . , \\ , \ I I � - : � I - � . I � . I : :_ . . . ; . : . . . � 7 ' --, ­,­; : 1 -��, - I I � 11 : : ; ; ; . : : : : � -_ -_ : : : : t . , i 4. _�� -1 VALVE / �� 1 :7.� - " * , .. ___,,,.,:, --7 -I, . \ \ - , \ �,� %cl - &I . - I I � A PORTION OF�THE LOT IS IN THE FEMA I 11 I 00 <E A R��006`P L A I N : . . : : z . : ; ; : I � ­ "� _ . "' I I ... �,! , k I . I I .1 , . . 11 � I � 20'PUE ; ; ; : : : : ; j *A�' / I I I ,'.. - � .. -, . ': ,.,, ., . . I � . ; , . : : I � I a : : ; . I : . � . . f i I I 1: � t� , - e - t; �` �,�, , � , _. .,-X_4, lk \ , I I � FLOODPLAIN PER FIRM MAP NO 48041CO163 -_ : : I I ,-., -,-;-" :­, : ­ 1� ,� , :� _� -,,-. - .. I c, " . I I I . � � ll� I : : : ­ , , , ". - ...., . . .:_ � . � � I - ; : � � I ; I I . I - I . I I � I : ; : . . . ; ; : : I . :1 : : : . : . . . : ; : i � . �..: . �11:.l . .,-' -.,-,-,--,v-.-- - . \,' - -Z�'N , ­ . I . I I ; - ' -1 � i . . i . . . . . _­ - .":,; -.� . '. 0 1 i 11 .".". � 1�?_ �- !�:�:�-��-.� \ I t, � I . I ,,FE -MA FIRM 163C -17 : : � : : : : . � . : . i - - I , I I I z I 11 � I . I . - . � .1 -11 I � I � : 15f,91" MAX BLDG, HT. . 1, � .� i .- - , . Q MAP REVISED, 2/9/2000. FLOODWAY : , 5,42 z : ; . . a : z : . I I I , " , I �, ,�,'._, %-­n_�--�_ .-;, ,�� ­� � , - Z& ,RATE.INLET* #DS -3 � ... � � : �,-� -,� , / . : � ". : . . - . ,.-;, _. - k . , VERIZON, UG ELEC I I \� ,---- I . 1062 . t; ; . : : - � 1'li�" � , -) � I I � � I I . I .. I --- t z , - . .. 11 I � . I . I I I . I . . - - I : ; � I � ; : ; : . . � �l : : ,f.,. �..­­ 1. _l, �, �, - I . : . :� 1: I I ,,.�. - - . , , t . , \ "%,& � � I I \, . 1 �7 . I I 11 I . I i ; I I �o / X -SHRUB ,�-colvcj�� . \' , , ' I ll� , I i ., -_ , .: & FIBER (FIELD LOCATE)- I I - I ____� I . w . : - t � : �i i � . � z I .1 . I , .; : 1, N-. 6;. -.-.I'- � I L I . ': I I I I - � . -06-0200A - i E , : : .1 I I � I I I I . : i : - :1 : - 4 . I I - - � I I ,� 0 ; ; ;, : I � � ­],­, .. /� _ Y-,:_ ! . 't " , 11 � I I I - I . 11 � -��,�,; �� '' ; : I I 11 � I " _ , ­ : t i ; - I . : : I . . � � I - " , " I ..., , : z I i i �l t� i t i i �: : � . I 1�' �.��/..­',;.:* X -TREE (TYP.) ". ., .:. , �, - I.." \ "M IN ,�,_,*% I f 1..�l � I _,­ � I 111" 1, . ;,� -1 t : ; I I - , t.- . ... . - � ; .. - f�' " �. " _ S". ­ '. �:"� :.,. , I , . . .. � ,\ . �­ .. \'%� ,\ I I � REVISED PER LOMR 09 - I - I /-' - - " I'll -, ,/ . ,,, " _� I I . � I , 1�1- 11 1. - It. % _.. . .. rlc� " . ". "­:,:, - �,:,--,l , \ I � �� I -_ I 1� I I -.11" ; ; i� : A I t : i I I ! � , � , \\ I " , I ,;-:-,:. l"'-:.,--...".-' .f.. , i I I _ \ - . \ I -11 ; I .. i ; ; . : . .1\ 4. �..- -.1, " I . / . I � i : ; I .,/F.-,-,:. i - , , I I-- -­ _� 'It I H : : t i i I I . I -T ----,, - i z ; ; , i � � : : . � . .. . . - .. , I- ,;p * '� '�' � I ,N� \. *. I . � .�l . I . . 11 , . _..... t., ,, - I I - - . � " . kl�, I ­ " 1 : I .: ,W Z;- I . , ,�­ -, ,6- '... \ , I I..;: 11 - � I I . - __ I I i E i i i z , . : i i . i - - ';,','�,��.Z­ I - � I . 1`1 ; z . � : m : I . - / 4!1� . r z ; t I I , I i : : . . I I � . I �l - : z : ; ; I r : i . . : � � � , '� : , . , 1-�ll , -11' MAX. BLDG. HT. \ . I I . I ,-- : w ; . j7-7 77'1 i � 1 1, t i . t : ; . �-:�.' " %;� f . ACADEMY DELI I ERY , 29'11 .., "t; � - - ,�'. ­ `/ I : , ;i . I , � ._... : !.,, ,DRIVEWAY I i 4 ., " EASEMENT DESCRIPTIONS , . I , - � �, - I \:'%;,:...�. !�, '. . i , V � I . . . . � � : t : i � i ; .!, . . _ l., ) I. - , I .. . - . ! : . �:_�l � , - ., \ ..""". � . � � : .. I � I : . i i : � .. .. - SAN.SWR. 305/230 .., .1 " � 11.1 I � I I 1-1 I t i ;I ; i ; i I t I i : ; ; ,�,::, � �: . � � I . 1. _� .I : : i I I i i i z 1: . . ; ; � . . : : : . I 1, .�`�z.,: , " " ­:: . . 1\ *1 I 1-1 � ; ; I �_ - t I " i A � . .", ..�,` R 15 1 ZAC REALTY LLC & JC BUYERS, LLC I - � I . , � . lz � I . ; . I � '�,,­ .../ I 't, I i ,� - -��. 1, � ,� I . I \ I q I I . 1-1 . � I I i i i i : . : . . I z i . . : I . � � . � I /­ I I ...'; .. � t - F7 12'SAN.SWR. 1330/303 i HORSE HAVEN ESTATES , I \ :11 " t\ . �, (3 ��,�- - . � I I I - I ,­� . I-- .. I : i , 11 . : I . i . . ; : . I -::: ,\\ c\ I ,p � � I z 1-1 : ; :: I I : ; . . � : i i ; � ; . . . : I . . . , : � E4 %: "' .:�l - - - 11 . � . i ii � . , z : ; , I I / - ­- - I . 11 . \ 1 . I �� q48 : : VtL ; : : ; I ; I V . �,!�' I .. ." - I _� . I . . _,�� I t .�_ : I ;l I ; I : � I .. I ",,,,\ � . 0 . - I i i I Ul I Y tMAUN: UUIN I KUL i I . i : I . . � . ll­­� PHASE ONE LOT 1 e . I � 7.5'SETBACK � I I I i ; :. � "i : � I 11 . .. t t : : : i I ­ , \ I I I __� � .. 1 1 t z t I � ; . v . . I I 1: � I .. I z t " /' *� , , 0 15'PUE 8976/271, � I 30'PUE- " �. V& --- N v � I L A - �%p t 'TURF! REINFORCEMENT MAT BY AMERICAN' :1 !� � I : I I I I - �� � .. . �, � I-- � ,./ z , � : z --I TRM = RECYCLE), ; I : I - . , . . I . I I I-' ��, - z . � : :1 : : I .- c p I . . u ; . t z . : , '' , - " , I . 0- z z : : I I i . it: . � � . .1 I I . ZONED PDD -B I \ � I /11 R 30'PUE 4285/35 1 . 1, I � I I I � 0 1 1_1� � X, � � �) , : t,o�- t 11 z EXCELSIOR;cbmPANY6R AN APPROVED EQUAL. INCLUDES : " I � : I , a , i I - - I 1 i I : :i / � , - , : : i I -, �- - I I z I . . : I I . I I I . z i . I I I � / 0 X-1 8" SAN.SWR. '. . \ I . �;.\ - I I , I I � I 1-1 . �l I .11, 11 I I , i z TOPSOIL, Sl - - : , I i - I t : I � I , , I � 1\ k\\ \ \ .11, I 10 i 1 1 1 1 ; : ' �:_:EDBED, SEE ING:,VATERING M) INTENANCEIA D .l\ 0 20'PUE 4285/35 \ I . I I . � � I . I I . i. :w � � ; � I i : I I I � I . � I , I. . . : I . � __,�__� P6 20'ACCESS & PUE 9244/199 ' I I �-C,,.j I - ,6 1 1 1 z - � � � � I I I i I . . I'll *IF' . \ I I 1-11 "I ll,.,�' . I � __ _� . I ESTAE LIND CO ; VER- INSTALLED PER: : � I � . 11-11 . -_ I I �) . A \' . . . EXISTING WOOD . . iLISHlAlHEALfHY`�GRd : :1 � : ­ . I I \ . ­ I r , : . ; I I I I . I I I I I I I � . . I I I I I � -IR\ I I , I I I 1 I., I : I I I I I \ \ o " I . . \ I __� I � I MANUFACTURER ATIONS'SIDESLOPES 1: z I 11 OUTFAU TRUCTUR 1 zz S RECOMMEND I I . \ \ \ � FENCE � I . .1ol _�_ t : ; . . : I . I j... i i , : I . � I � � z I . . i : i I , I I i i I t . I : L 73SETBACK \ - "I 1�� � i . . I 11 I I I I \ I - z OMPAtTED T . I . :1 I I \ �� I �. I . I I I 1-1 0 11 - I i I I i I I tO 95� PERCENISTD. PROCTOR DENSITY !.� I � \1 ,� � :! I . . . 11 "I .1 � . . I � I - I I . I i � I I i I 1. I I I I � .1 I I I I N, I'll I ­ qo . � PER ASTMID698 .OW I '- "" TIMUM � i .. I :�i 1, � . � i I \ . 7.5'SETBACK . . 11 . 0 1 1 1 - 25 SY ROCK RIP RAP TH N 0 TO :4 PERCENT OF OP I I i I . I I i �: w .�', ; : I : ; ; : � I z I I I I I --, I I . : � w,.. I . . i : . . I � : . ; � : . I I I I . I i . . p : . I I 2 I I \ . -1, � "I .�. .i .F., A I i � p ... : � p : I I � I I I . . I . I I I , I I : ; ; \ z 11 I I � � I �', 11 CRAIG ANGSTADT, COLLOCATION ­ _­ , . I \ �[MOISTURE CONT I . � � . � . � I __ _ I- "" �1, -_ "I I - . ! I I I I I I � I 1. . I I .- ­_ . lz.*,.-.t . i _ i i � -_ . . � : I I - . z II . I . I � -1 : I � i : 1, - --- - \\ \ I � I 1 0.09 ACRES CELL TOWER SITE \ . �. � I . � * .1 I - V .: -.1 ..-v.' \ I I I - I . - : � ) I i I I I . I I . I . 10 . I I I \ .� I -.'�..i.- -,*.- .s. * f.* 4 ,'.[". � I I I I i i � i � , � I I i , � . I i 11 I . WROUGHT IRON � . i li 4- � �_ . z li I I WE RENT STORAGE BLOCK 1 LOT 31 . 1 59 1 1 X � ,-�*-4.-v.w.j. .: �v INFORCEI ' T MA , i I I I I -_ � I I .. (TRM)j ; . I I I I . I -V * I \ .o__ I I I I i I I I i I I I I � z I , WE RENT STOR � I I FENCE ALONG BACK OF CURB I � I .11 ---i - � . / -_ I - . E - BLOCK ONE LOT ONE I F.CURB l\j , I I \ V '.L'.f. i : - � i � . - . - . � . . - I � : � I I L I - - I- I , , � c::9 - �%%%l I I I I . I I ZONED R-1 I I I . I � ll I'll, I I . . � 1'ol I i .T. I - I .." -. I-.-! ..'. ,::.,-,� /" � I I I ,.�] I 1. , , " : � ' _� , I �lel�'� I � . � � :z-. .. � R R i I C=1 I I / I I - -1 ,OCK RIP RAP (C 6MMON)� 4-1 �. G: ADATION, 1 . . . I . I I . . . I ." -, - i -, �j-' *�'-* '-7 J-7 -,- p . . I - I I . . I I I CELL TOWER SITE # 877458 . . or \ " . i,. - . z I I I - , I I TxDOT ITEM NO 432 DRY, WEX bS7QD,." J \ � I . I I . : : : � : : z . I z : : z * - I � 1, I I I I . I . I I I I �l I .1 . I . I I - - I \ i � I � z V, . .1,1 Q� I 9 ACRES . I 11 I 0; �, q....l.. J, Jl - �_ IN I \ I \ , I q4, I I � Or,, . 2 1 k,\ � �-..,--"----i---l----'- � � I , I \ - I - 4ze2l . . I I I I I . ,:� I . -.1­l­i_-_-.i.l,.,. I I I 1 i GROUND: STABILIZATION FABRIC (OR POD I I i ov -D y- 0 1 11 I I �l I \ I _.� i - z I . 4 1 1 . \ I � ; i : 1. I I I I 11 I * I 11 ' . : . I � . - _�_Z__ � : I I � I : I - , � ; ,IV W ,- . * % 1 . . � . �� I- I .-.* - '_ I j .- - i I I I 1, EQUAL) RIP RAP AND FORIC tHALLi BE HAND 1 1 \ z 1. I , .:".-.,. �:.:j..,.,t.:. - 11 .. ; . : : : : I I � . `_' i , , , -1 � . . MORGAN RE LEAGUE, A-46 � � . .i.l., ,14'.*. I p I \ I , �l , � . i I . I i . � I I � 1'�� I- It I I I i. � , .J_ I i � .1 i I 1 1 1 �2*. * a, \ 1\ I I . \ - N .1 z . - . I ED AND CONFORM70 THE FINAL GRADES I I I , \ � I ll�l �9 . , ,-1 60 YEAR FLOO -1 i 11 I / - � N I I I I I 1 "'.1 1 i , 1 i ! PLAC \ ; � I I I . ; I ; . � I . , �l �l , __ i I I : ; I i, I i � � : ; I - \ , EXISTING 18" CULVERT I i I \ I- I � : : ; : 1 4 . P, . , I � I .1 I , 61 ,I - - - ' , , � . . "I I FEM 163 C:��, ' 11 , / I _�_ __l I I 1 NND ADJACENT NATURAL GROUND . : . i : . :.. - : I . : I . . I . �l I I I ... . . . . I : . . � MICHAEC ISM 4STER 0 COLLEGE STATIO 1. BRAZOS COUNTY, TEXAS I I I � . i . . I . i ,- � \ 1 -7 �, I I 40'WIDt UI<AII\JAUtl __, / I -[ 1 i � !\ 1 3 I I � I I ; I I T I EXI - I I I ; : I ; . : ; I � . : a : . . I G -1 . � � j, . . . . I . � I � . I \ I I I 1 1 \ i I . � * - * * * * * 7 - -(Ill I I . � . I . I I I I . � � 1 -1-f I I i I i TF � ­ I . I I \ : � i Al I � WE RENT STORAGE WILL .BE--C'b � w i , I . ]EASEMENT t I , I I I I BA5K WIRE -11 .. . � _� � I i � 1 . � I : . . . � .. I - W� - \1�1__,:�� . 11 � I I I I I I 1 I I 1 1 , NSIDERED AS ONE BUILDING PLO OR THE PURPOSE OF I . : i . a p . � � I \ I . I . -_ I I � __l - 1 : : : . . . I � 6910 I - � . I I : : : i :I- z : . I . : aI . � � . . . _. . � � z � X � I I I I I : ; : z I � ; � _!_�­: 'API�b AND L A: 16HITECTURAL STANDARDS FOR : I . z I . � �l : : . . � : , 1 I .-..i - : I . : I I : � I . 2672 HORSE HAVEN LANE I I I \ I ,,'�B) el .,r__:�::-.j-j i I 1 1 : : __� . . . I , : I : ; . a . �__ll I I 11 . . . FENCE -1 � : i : I . ALL SIGNA P ` ; ; :' ; : : � ; 4 2 : � I I . : I : -:w I . _�% I I I 1 1 1 T-1 i : m : :,�_ :,i- � : ; . . � I I m . I . - Q \ I . 1_� �l ; -L.- * I GE MUST;BE PERMITTED SE . ARATELY � , N , P_ . . I . � _0� , I I I I : _\ i. I . � � � : -A : . . � I � I z � � I 11 . I 11-i : z . 1. IJUILUI PLOtS 4VER 20,000 SQ � �RE FEET IN ARE � , : i . � : . . � I : � 4</ JO BE RE�M�OV�) i I I I I I t, il-_ I i I ! 1 1 i z : I 1, . : ; � : I I I I i I : . , z : I i - I � 1\ - � \ . �l : I ; : : \ , i i i i i � --.. z : I . � .... � a � : : : ; : : I . : . � . . � : I ' ' 1��e I . , i ; : ; a : : I . 7 : � : : : a � : . : \\ \ I : : ; , ; : : p 1: � : 1. . ; : e : : : I N MAY 2011 2 SCALE 1 =20' 1 ,z , ; z . I . �. 1: : 11 11, 1) :;: z ; : : . . : ;� I t � I V%�je\ �' / C E N S'�'-\� I I � i t I I , � I � i i : : : z ; : : I . i ! i i .! .. " ! � ! 1 : : � . I � i I j, 1 1 : - 4 : : : : I � 1: . Il z s z ; z z . ; : z ; � . . : � I I : : z t : : a : a : ; : . . : : I . . t , : : � t I . j , . : . - : : : : : : : : . . . . - I -17 \ , . I , 11 "�, z I I I . : ; : : : : : : ! I -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR � : i � : . \ __ I . .....l. LINE LEGENC.. . : �JC25 . . �1_ : � : : : a : : : : I SHEE NO. . I . I ; I I . : . : . z : � . x, i * t : m . . . . I . - . ... , , I I I i 5 i . ; - . . : : 1: : : : : ; . � : : : � . - : : : : : . . . . . . . . : : . . : : : : � I . I "'..... 1-1 1 \ : � PROPERTY LINE I : p : : I � . : "%'%,`/0NAL 'r-�=90 I I \ I \ . � . �l _� __l 1-1 I . : I . ALL ROOF AND GROUND � AWPIJBLIC RIGHT-OFL ' i : : ; : ; � I I 1-1 . jHTING WILL MEET : ISOLATED SO S NOT TO BE VISIBLE FROM TRIPT : : : ; : : ; I I : � : ; . : : : . . : : . . : . : . . . , ; I Rc _*5 1 1 i i . \ : EXTERIOR BUILDING AND SITE LIC �GEMENT,:', L: . . i WAY OR RESIDENTIAL DIS . -:- -:- - - . . : : � . � 1, % ­�-l-R- 11 . � : TDG MAN P : . I � : ; ; � :_ : ; . I '. i I i 1 : 1A � : I : I : : � i : : 4 : I . � P 11 I I I ; , EASEMENT 1 rl i : I I : ,: : I : : . 1 1 i 4 . I ; . . ; : � . : : . I : : WITHIft 150'OF THE SUBJECT, LOT,. M VE GRADE. SUCH : . : : : . , PLAN I I \ I .1 I : � . : : . wl : : � 4 � : . . . I I � , i i i i EAsUREb F OM A POINT FIV ! , I I SITE . I \ceo� ll� loe i -�2 : : : ; THE STANDARDS OF SECTION TIO OF THE UNIFIED i I : . : iik . Ell FEET ABIJ � I I . i ; : : m I . . I � , �p% \ , _,------� -,, -- , . . : : I . 5.42 ACRES LOT 2 � I . . . : : . i � . I � : . . . . i : : : ; : t I 11 \ . 0 1-1 I �1-11_ : ; . ; : I ' : � : z ; UTILITY LINE :- . .;- : : i t ; : : : : : � i i . : : : . .: I . . ; I : . ; t I I I : : : i I ; : . . ; : . . . . � . i i i; I .- �-� . : ; : 1 � ' BU LIDING ARC 'ECTU A 0 S,C 6 : I I � I � I 1� __ l< I i i ii i i i DEVELOPMENT ORDINANCE. THE LIGHT SOURCE � : SCREENING SHALL BE CQORDINATED WITH THE ; . ; HIT RE N A F TO MAINTAIN A : , : - - : : . ; , , , � I � : : : : : : - . m . : : : I I I : � � . � HE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, � . � - -, I ZONED PDD ; : ; ; � . . IT I � \ � , � ; I I i : : ; : : LINE : � . . : , : : : : ; . I . 11 I-- 1�_ I ; .: : : I ; : I m ; I � - : : :, i WATER � : : . . : : ; : : : a � : : . I - ll�l � UNIFIED'A - NCE. i : : I : : : I : . ; . I � ; ; . I I I I I . I . � : ; ; : . PPEARA : . % � ; I , : . . . . I I 1�1 1� , SHALL NOT PROJECT BELOW AN OPAQUE HOUSING :. ; : :,. : . : z P E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - Me y 3, 2012. . ; . � . ................ : � I - ; ; I 1. . I : . . I ; : : . ; . I . ; ; ; ; : - I I . . I . I . \ , � . .� 1-1 : I . SANITARY SEWER LINE .... .... ..: : : : I I I : : ;z ; i ., : ; : . 1 � ; i : : I I I , ,�� _� AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT a ; : m --. ; ; ; ; : m t : . z : ; : : I . \ , o-_,, . ; : z - . : : : : . i i i ; ; : t ; I t 'i i . . ; : i : I � � I I � . : i A . I . I . I : i i I � i I i , t i i I il: : q : . � : - � ; . I 4TERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO TNE RESPONSIBLE I I I __l _� ��__ -_ ;__l 'Ji-, � : . . , : : I : ! lul L BUILDING SQUARE FEET 1: - . I . I I . "I : .. � ,­ I . : ; . . i ; : i j i t I t . I �� - m : ; ; :. I . � ; : . : ; . : 1: . . .: . � � : : t . . .! � : : - : : 1 . . I ENCjlNEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. I \ \ 1-1 �� ��_�_� Nllil : : : * : i i I i I 1 1 ! : q : w . : ; : : : . ; : . ; I ; 1 ; . ; ; I I �l I I . . i � - -�, : � R L G � i i . I I I I . . � �\ I el 11-1 N� SUCH k MANNER THAT THE PROJECTE) CONE OF t : I i i i . . I i i ; I : . � i 4 . � . -.v I : : : : . \ ___' vv : . : : m . . : z 11 A P & SANITARY SEWE ND I : : . I I � �� " � i I i I I : i i t I PER - OWNER i � 1 - i i : z . t I ; . . . . i � : 1 f DEVELC ' : ; : i I I . � m : . : : i ; I �� It PRELIMINARY NOT FOR CONSTRU * . 1-1 / 0.69 AC DRAINAGE LIGHT DOES NOT CROSS ANY PROPERTY LINE. i i 1._�i_ lr,-: i � w � : : I ! I lICTION I . I i i i ' ; I I I I I . I ; t : i . I OFIISHEETS I � I I z t � OFFICE WITH ONE EMPLOYEE @.50 GAL/DAY/CAP 4 . . 1 � I I . . I . : I - I . . \ -el i 1�� ,.,.,\ 1�- ! i : � �AK, MANAGING MEMBER i . . I . 1 � 1 t t ! : ; : i : � I . : I . , \ . " ; z ; : i t t : � i . ! ; ; z . \;x , . I : i ! I . I � I ij . : i : : I : . : I z . . : ; � * G ANAGEMENTIL� I i ­ I I 1 7- 1(� I EASEMENT 4107/0 1 7 I... -, , , N, � __�_ ; : MIN ALTON bFCZARZ ! � : , \N : i . 'ARKING KtwuIKtIvI�_I\jiI �) . I , � � - . 11 t . , i i i I i i i i i MINIMUM WATER DEMANDS 1 b 1 1 ISALI ) I ; � rV, [E E3 13 � I #f-3476 � \ � . I 1 I- _, - - i i : : . . aj� � \i ­ � t . I : w � I : �i � I ; j : . 'i i . . I : : 4 : . � . i I � ; : w 1:1 � : � : I . I i I . : I : ; . i : : i � : . .1 i It I ry-\ I-'rl -,*\ I I . \ - \ lz ': �\11\'\ I I I I N., XINIUM WATER DEMANDS: . ;0.1� lGAL/MIN 1 . � i i t � : - I . Ili I EXISTING DETENT1111 TN I i . � : ou� . ry- \ i NOTE: : � z )b S.�. OFFICE (1� SPA ClE PER 250 S.F.) * 4060 STATE HIGHWAY 6 : . I : � � . � : : � : � :1 I ; . . I I . : : I I � I I 11 I.\ I ) . . 95:�,` � \-� 1� ; .1 1. I . AVG. WATER DEMANDS IN GAL/MIN �013 :GAL/MIN 7 : ; : i 1 z , I I ; 1; , i � . ; ; � . . i 1 i I : I . I - l(l 11-4 . . . : a . : . 0 :2 : : A COLLEGE STATION, TEXAS 77845 : - . I �u( 0 1 @ M 0 61 � I I I- t I \; Z UTILITY CONFLICTS (MANHOLES, VALVES, VALVE ' AL/DA PARKING SPACES! REQUIRED : � , � : : : I - ; . : V _�l (@ (@ � 0 . I I I MAX. SAN A 120 y I . : z 0 \fd, 1�1 .ry- \�A I I \ (i IN t : � IT RY SEWER LOADINGS : * 6 : 979-690-1504 : : I z I (@ Q3 (@ (5 n \ �\\ I : : : : :1 : :� 1: :� 1; : t . . ; . . a 1. . . �, : : � - I X_ TELE - PEDN\\\, � ELEC ._\ \\1 -\\. \ X M \E TRANSF R R , �X�_\ I I . � � : : � .1 . . i j , I r ; : : : ; : : ,! . : � . . . -) I : I . I . � . . � i i i i i I I t 1 1 1 1 :1, I i i 1A I i I i i 4 i, i 1. I i I I i 1 � r- I 1 i i I 1 1 ! 1 i ! I I i . ! 1 . �� . I I I , 7_7 i i I i ",?- i � i t i � I 1 1 1 � , 1 1 � . . I I . I I N -i I i.1 � I i i F 1 ", i ! ,i -- � i i � 6 1 1 1 1 .1 t ­\ I I I ,I I f I 1 1 t PI I I I I "" , , A , , I I � N , " , , I . : . : : . : ; . . : ,� : I \,( I BOXES) TO BE ADJUSTED TO GRADE BY CONTNr\�l I �jf\. , R: I G SPCES� P V�� 5 : ... \ evf% 1� \ I t �, �\ i". I I .1 I ol I \ -1 NORM Br___,M_7,, ME 204, MUNN 9RvlPf-,ur:::, � TROM 130600 � � w I . . /f I Nl� 0 R I �&l 11, i - \\� * \ : " ,X,,, - I i�\ M 11 i i t I � � - I .1 , � I - , I i 71 ; , - � I , '. � , � , I i i � � � � � � i I i � I i i i i 1 . . i. i I ' ,\V.1 � k . \�u \\2N��t'll I . - � I I I .1 I I I . . I I I I I I . � � I . I I I I I . 11 � 6�,' L - I . I I I I � I I I . I I _� . I 1. 11 . I I I I I I . . � I I 11 . � I .. .1 . . ... � .� I 1: . I I � . . 11 . . I . 1. . 11 � I I I I . �.. � - . I I'll . I � � I I � � I I I . I ­ I � I I I I . I I I � � I . - . . � � I . . . I 11 . . . I I , � I., I L I . , .. . 1. .1 I I .. I .1 I 1. . . "o . I I . I I I � I . � I I - I I � I .1 . I � I I I I I I I � . I . I I . . I I . . � . I I � I . � 11 I I I I � I I . .1, I I 11 � I I . . I I I �. �l I I . . I - 1. 11 I I . ,� .1 1. I . . .1 1. I . I I � I 11 I I I I I I I � . . � . I .� I I I I 1. I I 11 I I 11 . . � I I I . I . ,. I � . I .. . I I . � I . I I I � . . I . i I I I � � I . � � I � I I .. . I I . I I � I I I . � I � . I I I . I . . I � I . . I . � � I . � I . I . . C9lP MC£aNfEF96PAroCEpCATNAV-WT162 nAJ6KiW4-mwirwwum i�x�Ew3r sus. mxmJ�onff'mi"z��z nnaiiawu'�or�ia�su`Ea.°rav®�� KIIi��nu°1[1>$, i°TEIHOFIIER9CN£91M131�1z.PLEI£P.WA�.IVAYb FR R-354.89' °. NL 9O1 CHY'A16Y69 W l R M IH 54FE IMHS F)]�Y RO.'L®O116NT£ L=51.77' Delta-8°21'28' R-501.09 1066"'w T=25.93' L=201.43' xiw£AE.TEIJ6FNl91 W4K¢ry.wT6MY4WtM°LY ARHI®ALiln Delta-23°01'S7" °S'E CHD BRO-N60 40'O CHD-51.72' xrnmAc wwmroz�mai�xrtaoxxwgrwEsa®�roJ,e T=102.10' r°¢wex 6mnMeJtuo!nnwlra�rowEriui� o®n®,rbsn.� rceranswr:.wo«emaa*a�rro3a,nA�ww'wwzn'iwoxn CHD BRG-N53°17'18'E sEuw3w_wv6P cHD=2Doae' \,\ IMPW H9C. Wlffi CQMY.,n4,5 6E4 �.' w3lxw N 41 °43'48" E 1 1� i •,vy �:3a W LOT 1 4i,�', i�'`3w WEJPN/166 'L y 1%7 py°Oy0.• 'i�bwrnwAxvw, ,o4MAP�EA6wA3x BLOCK ONE mArE6 �erx��J -• PN4xRE E,IDl}RJS°J/, 63 xW TBE 9xWEb rTHowty \ N BB°23'46" E 105AT / CFR6IFlGJE OF OM�RI P A!A o®MgipN -LOT 3 nbreo6xaw-m3mwwvxwAw i muoumTAm,oms AJooneuYJewra,ms wwnwrixx^r. Mxnswnrm,eaMnEwr �,im�r,�ii�c�rFriiwcouErss�ixniwxnsrwJx>;Exaes sAv i�Jo. PHC 51�1£AYE4,PNA.I®.w.,R.3W-,S�BILTH. x�B11S�Ai� CNNSrI@R19pIT, fRlIEx0�NO0¢HI/.RH11691 �. ww,e n rEswAEe uua6us>mrim°®mxx6s_ VuwAs6xnr,P�fxn m�rc^rrriuc STALE Cf gLpJA - O]NLry W PALM BFACH DBCH AE.ME Vit�.IDAYI,®IY.MTBMVI�AVxtY IRF}JID OI.°6N6rMf. MMNm1Em w�ra ®�ww.�w Ecx� m� 3svar. �wnwna®m,J�nviav nx_wrw xmz xbrAxxecvAwaAwnum, wM �im6zAvme°w r.°vi, 4 4 00a: �proj. ; Jx9i.41_MW£ 'se•` xD9,An N48°16'12' W 500� -------- N 41 °4348' E 37.54' N 28°50'14' W 56.76' - ) 6 ____ LIT .................... mu nA; �® A N 58°24'52' E 79.72' 0-4 / x4• sssPa6ax,a \ \• �../1 mPx/ArPmAs6,zPwgmvr / '' �- g � m66xwxummraxo�xwr., •\ /, �A /. '� \ •• ' '\ KMJ611C.E ON1(S AEtOA,Ery- � '=� � - 9 xoa¢x a+.vaAV •terA. S 23°01'12" E 56.20' LOT •\ :.w �6s�M„0�. J •,VMe \ •\ '.\ A•6rwr. w.G r.i i' i = h"r� _ D� _ Iw/Oi�.P1` aUO. sxem,Ae ucxurvucbxcanasuc\ /` -$5 °3249W „aim mAvziw\ 1 74.0 Sj Ram N,•AY,bw y• -�. ,w6 •Y3R \ V •. i0m SY!•YIBE Am.W6�FA®6R �� mr6nse � - y i ,mm sm•wse •'\ �A % VAS 1 sm3J sos•wmc � \• �\\ ' (ERIPIGTECFSIR/EYpi , + srATEarExws-coiwrvcE eanzx • vuAwY,wa amr� 6m�nxusArmvxw nu. xrresrAreaiws,ee„'®.'ibrrwr ire xAr4 rxe A�xoxacrnowM u®A®xux6A,anciuuswn wJre�rvnv Jw.r�env IMR.95 A`DAY6/@II6 M'dF M7n VRAMV9Ixx6W wl,EwllM PALLWYW6,YPLSMnH <IXLErATE CF mT FIV [YFFR M"n'�.PEwYwwEF¢6rawYwwl[g 5rA1KN,lEYA;I[ZEBY ®(fFV IIMTT6AHf,8N °xrm4mv,eaa6®xxnsrcrrevaosniaaurasrcraan armucasrAmx xAxE6m,Ps.wvL,a®r. vnavm°canA,m APP.iOVAL aP nAriaex; MO zaMYo wA¢vgory °°aA.xrcE,xwxA.clvx m4umu3®xwnc6mwmxvEs nAmx,�YwemrreArraATr!oE° xATwre w.v,mwm nMEOA°.�wrawr6s me:xunnrss: 21 IQIIOI6TEJW.T4N1�1EA1B.NxMFHM'1@f0.1 W➢I9,610. 3110R, 62�J.H ip6nfW xN1E°61E,01611w1A.'J NOIOI343n®0., sae6xaramwmi uenwure4vx4®xwmaxmw6aarcewsuvrwras uwwm Jawx, ra wb mwc xwce wAn+m ro s6c�xx Js eases awmo6 xYix! f8/11°UMHAIO rwow Amacrmvcvaooraemcnc wev uwm MGx xo� w,a'v.'EOE ME ubm uexuPuni wmrg s,wc mJrnawmwuP6o»s=w4r& x.a�4x4i,«,�m�6w�xP�. iM�..xz..xxxa,�4m..w�ro,wwnroJm3 W MMPxIM[F61m1 WYIff PWlLmwrafxtg 4A691 BTMBIM£°ME6 7.z3 6A®L14M9L \ �bnwu LOT 2 \ OPEN SPACE _ \, N \ �.. S85°0900"w 22500 OWNER: LOT 3 CRAIG ANGSTADT, PRESIDENT COLLOCATION, LLC 102 NE 2ND, SUITE 176 BOCA RATON FL. 33432 561-289-5199 cellulartower101@gmail.com 1 - N aso00'00" W 260.05, cwawm �Jc°aem,E � Sy133 IlnAir91 u 20 40 100 CIXIPCATE C£ ThF QUMT lr9IX�5TATE C£ iFNAS - CO.M(Y OF BtfAZdi Lwsl W.®1.[Mrv[16n. SW 2UIY.WIEI�IOwFYTNi P6 M�ii62,i6txmlm®tiYMAlE56 W11BIfG1M°nY61of'm wmn�x WW mi1O.6 ®AiM mIxIY.1dKn`AY.a_PUE�w1PF56 M! IIVpNOtliOI1 SI1. Ai 6ntli�n WlnllFYK S�, 60 �rj a 1. 61lYKnArm /� SURVEYOR: FINAL PLAT mu PAUL WILLIAMS, R.P.L.S. OF THE PAUL WILLIAMS LAND SURVEYING 307 S. MAIN STREET, SUITE 206 WE RENT STORAGE SUBDIVISION BRYAN, TEXAS 77803 LOT 1-3, BLOCK 1 PREPARED BY: 979-779-7670 OWNER: LOTS 1 & 2 ON 8.21 ACRES MICHAEL G. HESTER, P.E. ALTON OFCZARZAK, MANAGING MEMBER VOLUME 10076 PAGE 81 HESTER ENGINEERING COMPANY TDO MANAGEMENT, LP 7607 EASTMARK DRIVE, SUITE 253-B 4060 HIGHWAY 6 SOUTH MORGAN RECTOR LEAGUE, A-46 COLLEGE. STATION, TEXAS 77840 - COLLEGE STATION, TEXAS 77845 COLLEGE STATION, BRAZOS COUNTY, TEXAS 979-693-1100 mhester@hester-engr.com 979-690-1504 SCALE: 1"=40' MARCH 21, 2012 NOTE: WHEN SC - :X RAN SCALE FOR ACCURACY. - 'I \• - NOTE _ / - THEWNTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND \RL35'M% _ % SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS Al ADVANCE OF ANY EXCAVATION. , pELTq-8°N ]0' j /O �[/\/\/\ DIGTE5k 8C0-0Ki-TE55 COCS ELECTRK'AL: ERIC HORTON B]9-]64.3660 RWY1E0°90YE / ATMOS: KIMBEMY WINN-9]9-T]4-2506 CeCS WATER L SEWER' BUTCH WILLIS 979-764-3660 \/ FIRE HYDRANT DATA ,& CHB-5t]B VERRON: BRENDA VI=N K-979-821-4]]0 SUDDENLING CHRISTOPHER COOPER -979-595-2429 pYTYPE 11'ONCQNBVSiiBEE LWHT WGE5TE ELOYCHTRHTYJN /' c'W 5 .�iLF} 6'NRI T g• O '. / `X-O'WATEWNE / J NOTE. IPRGESTEUTARS068t]SWPRE FEET-N]NSfldNRLEO iL MINNUM FIRE ROW-t5COW MW FOR 2 HOURS U O'VALVEL W% Te - \ / X-WCCDFEACE // E%ISTWG WWOFEhCE NESTER ENCNEERING COMPANYIS NOT RESPONSIBLE FOR THE Pi 6'VALVE&BJ% `" \� / ACCURACYOF THE TOPOGRAPHIC SURVEY WORK SHOWN ON 18I5 PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR XB WFTERME @ 0 /cam RETIRE HYgWir `\� �� / / / /j CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO XEYSigES 2AMA%NcBM ( .1J4 ;4 \\ \\ �.`\_\ 20 SEE _ i ._ CONSTRUCTION BY EXPOSING ALL EXISTING LINES. %8'SNV.SWR-/ \ _ ..... _._._ \ \ 'p\\ 'H \ '\\ /¢% h.% ` SWITCH 0 90 20 50 \ \ \ 1s•NIE 1D6zs/n] \ \` \ \'. /y -4 iORSsswJUA\\ VCTOR4 \ 03 rr/ \ / n � \ ngTMY HRE HYDFPNT M2 5` \ \ \ \ ZONED SFI \\ \\ WVALVE •M r.r'4 P� 1sW b]M PiOD ryP0 \, ;UGEIEC \;\ \\\//� 2 BIKERACKSi,"OD.1 WNDWOOD ,y, 0°` un urms \\ \\ I \ �g'3✓ � .F.tl FIELTRIAL N.ETER � (' •\� \ \ // \\ gel O fA1(FER3 LREfK I \ \ OEgCATGry r' \ dw. -/\\ \ \ x-Bm rr /J tz•noran mwuVuh `\ \ HORSE 15'wE /\ \ \ 1 J / ,AURAE} _ i \ `\ \ —�i\\\ TPMEKASMCKECNiKK�GY. i X-15• SAN.SWR/,°/\ / �06�SR,O °EVFO SFt `\HWSPUWiE THISSE ESTATES P� HAVEN './O %.VEWTATKKI P�p- /- SOR�..-�°\ \\ `� \`\ \\V "qy \\BL0.'CFTWEE 6 5 EYFATES s. \ \ r �pJ'� EYJSTWG e' ��pyY�'�¢ p \ ` \ \ r wLOJ FENCE S"'0� Was ' EXISTING RPI(]ER \ \ f / � tl1 \ GRATE I\LEi• L SIGN \ \ \\ IRMiEI _ \ \ ` \ `` \ VEB ,° �yy •u ' z-ro / . �. \ 2 /Ssec' ex6'cur TEE ��. DRVE \\ \ _ _ _____ --\\ \\\ �,`\ \ boo `�� .SITE � •,� f B2JYVNSTEPNANIE OLnEVENO w N "N'P —1 PPRR WROUGHT1C I 15'PoE 106 5/21I°6FIV0 x \\ \\ \ \1' 6� 4NG BUFFER s\ cL\� \ \ \ ZW2IM25/ICPCCcAYFASFMENi 9 T QA TREE -• aONG &IFFER \ \ e}' 19 BUFFER \ \\;\ \ 1W25/31I 12'nORMOFVNWE "\ \ \\\ ` \ \ ILEN g% ,•1 u CYNLER MOUNTAIN ADAC ORNEB •O $ /b,R< R� �V \ G pP p ,a'\ \` CRATE )MET' ....%-P WATEMtsENF /�• rl ,L W�4-G`/i Z'N' \ ISWGLE) \` \\\\ \\ ' PAMP1ttHU11 \ ( i v y i`�• BP,wOaV r 3OR s< \ sr \ \ \ r�L[]ME IT S"j R i,•;E'• / /ADA�q, �4 \ s \ \\\ n'\ zaNEB 1 \j'I�VEL6lF��IVIC!`i I !l 1 C'1 / •/ / i L 8 I B FIBFR ORVE `IS q YK' 10'nown ewuvU '«34 \• Mse \'A LLM0.WFEO `\\ ` i.( .A,YT.i FDBLED, ED. ._: SEE ELECTARW-MM \ \\ \ 4"v4e'E a .�� ��� - IHD's 1 F .\ v / WARMOUNUL '< \ \ W4' 127s e \\ \\\\ \\� rcRmEwaL(cawEcmNmTHF '`,. Cq%RE1FPPv�F H �Js�. .f°/ / LIGHT mPA'AU O �' . \ '. \\ \\\\ FYJSIMGSIOEwaL%BEESHEErsSi E`r 224'0—DPFriUNEI uxE\\ �•P /" / / / �. `� i\ 4`�� \ -h\\1` SOOSF. C£FICE J 1 SNXiM ORPN 4 ,a\ \ \\ \\\\\ \ \\\\\ O HENSLEY 25R ^l. 1 .1 \ �< lWSPOWDRANLWE \ V-5724ORRAMTASTICROUNRIXIWOPw'S \ \ \ VP UNEs W3]}PW4FRAMFWE LNOWTE }r \\\ \ N40°1612W 6A // 58 .�\\ S'-• ]s SETBAt% \ ~ `. \\� VFaZCN 9CM .p \ 1 WAGIUA N41°43'48'E 3L54' h J / / ``(\\ £2m�p ppp \4 \\ .\ 1# AOA RAMP -}® / / '\V.�.' MaF \ \\� \\ `�, 6 � 'Dp TORAGE.F5 ,'q,}�(�/�y$�a]q WE RENTnOPACE BLOC%iLOTi A �` 0\irv• \ 20NEOFHE W fpR I�FIREIPNE... rrrr iy� rrr / ' \ ��g° ^`FIRE WJE STMPFINGAL0.W IPBEL CARE MUST B 'WATER 'FR \j1V 'PPE IPJVE-NDPARYJNG i01YAWAY Z0.YE � q`$ 1 VALVE \ \ \\\ Y O\\\ OF ELOTiS INTNE FEMAFLO]ORNN FER rr 100VFPRf1�OfXWUwV r 2V wE ] -Lllaaaaaaaam 'AMA X-SWNa GRATE NLET OW&E) \nP� TFH%E IFMl0P0P0ATqN9N8CW0g1CS0FR1E6V3IS0EOMABYPREVSE0O90ry6rB-0/� 2WJ. rrr/ /rriRMA_H 6SC !�r �rri0625/?I] L_.•,; %-iDvP1 FASEMENrCEWRYIYFS ACADEMY DELIVERY MMEWAY .] - /J ® 16'SAN.SWR 305RNo 2AC REALTY HAVEN MATES LLC \\ - i / EZ 12'SAN.3WR 133W303 HCRSE H4VEN EnATES Ea \ S �L1 �• \ \ '8 00 E'M Is ARE 09]6/2'i PHPSE O'vE LOT1 3OPUE�s\� \\ �'W� ].Y3ETB9IX a ./ % y90 / VELOCITYEPoSKKi CQVTfia (`i✓j'- iit- \- \ \ .LIP p;'# l LEMRCCYCLE%mRFREWF�MENTMATBYAMUMAN EONEOPo6B ` r 5 rrr EXCELSPRCOMPMYORANq YEDEWPLNCLL.OES ® 3O wE 4285155 \ \ \\ _ / \ dE Sti // ® 20 AC 4285/Ss %•10'SPN.SWR .r yLPH r �° // ESTSUUSEFOBE0.5EEpNG. WATERING AND PERES: WgM1 \ /ir r ESTgBIISHgHFAKCMVENDCOVERNSFOIIFD SH \ ACCESS&RIE 8244/19B �{{URB 0. \ - \ -/ 1' -'OUP `]3'$ETfl4IX \ \ � �� FENCE \ \ ��FG"� ♦ r V OUTFAIL STRUCTURE MMUMPACTE TFECWAMENOATXICINCEPMOUGWYL ,���,i- ' \' r r 1' PER ASTM D590 TO WIPERCFNr STD. FlNCFg10ENYFY \ ].5'SET&YK � � rrr a \ .-, °_ r ]S SY kGCK hN RAP NUISTUMO69B TO WIMINOT04FEFCENFW Pi1WU\I \ j MOISTUFE CONTENT I CRNGMYfirADT,CQLCGTICW \ �\ \ \ II EREACRESCELL ELOCK S11E WWUG-TNON , BPj r \ f \ WE RENT STORAGE - BLOCK ONE LOT ONE II WFR Ni Z� R&aa1L0 s 5� osr iuRF REnFO EMEnr rMRMI FEME PIIXK B4CKCF CUIO y \ .\P\E OF Tfk y 9f 2.59 ACRES \\\ I CETTOWERNE#8]]458 MANGE PAR (COMMON) 418 GGOROATIPY p --'i bWTIT"m LRWNDSTABC432OR.W/iEATTALS7W \' MORGAN RECTOR LEAGUE A-46 E W IRPRAv^NDFaBR W B D ,\ \• \ FaSTWG16'CIRVERr \/ VIT' r^�W YEPR 1'� PENEGUA POOMERMTOTHEFMWLGRPOES \ MICHAEC G. HESTER COLLEGE STATION., BRAZOS COUNTY, TEXAS \\ \ F \ r' rrr FE 163c�-/�%^\ \\ ANDamAar�rruTUPauaunD. i EXIf�YIN��O ��r r 'Sr EOwTEDwrvAL \ \ q 69104 'r 2672 HORSE HAVEN LANE \ \fir EASEMENT 1O6znz Wf RENTSToRALE wILL BECW DREDasE EOulR GRmD T wso O r^ r� arm sILNALE, LasOscARnG, ANJ MONRE510ENNY ANfFECRp!PLsraNDM9'wR \ y, \ \ �M 1 / �� ALL SILNAGE MUST BE PEFAiRTE05EPPFAtELY BNLq,VG ROT50VER 2EW] SOLI ARE FEET N AREA �'^F�/CENSEQ G\2� MAY, 2012 - SCALE 1 "-20' \\ LWELECEND C\ SHEET NO. \ �r / ALL ROGF PNOGROUNO#iWNTFDMECNAMGLEWIPMFM G4YL&'S@EENED 1: I.EWOR IINEL,M1T'E /ONAL E SITE PLAN `, \ PLr/ \\ EXTERIOR BIALpW 0.NO NE ULHLIA'L WILL MEET rTX MANAGEMENi,iP ISOIATEE SO AS OCT TO BE MSIME FROM ANY PUBIC RCM-0EWAY OR EWENNJ. bOT ��� TNESTANDABJSOFSECF%W].100FTHEUMFIED 142PCRESLOT2 WOHIN1lR--ESUBJECTLOT,MEAWWDFM.M1'SAFg MEFEETA VEMNCULH \ {yam; r /r \"r OEVECOPMENT ... CE.THE LGHi SWMF SCREENING SINCE BELW9MNATEDWIIH IME BLRBNLAhCMECTUHAN05CALE TO MPIVFPNA N40T IfVE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MGHAEI¢HESTER, \ \'eM/\ - ZONEOPW WgTERJ1E .'.�\ /" SHALL TAT %pJELi BELOW PN WAWE HOUSING UMHEDAPFEAVM'LE. P.E,NO.fi9104 HEBTER ENGINEERING COMPgNV-FIRM#F-34)6-MaY 22, z012. \\ �/ rrr .\� r h' qNO Lp MTU1£SINyL IXYCCILT PEOI,cR llfl{T 11: SAMMYEEWFRIN£ ALTERATroN OFASEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE > HGFEgViaLY, RCTURE5WA1 BE MOUNTED W EN NEERIS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. \ `\ \ r' r/�'\�,\ r. \ SUCH gPARKER 1WlT THE PROJECTED CONE OF WATER S•SANITARY SEWER LEGEND RELEASED FOR CONSTRUCTION OF U SHEETS \ f D'69A DW UHiW 5N0i Po PN GPR WE I OFFICE WITH ONE EMPLOYEE @50 GAL/DAY/CAP DEVELOPER -OWNER V/ EASEMENT410]/0] ALTONOFCZARNK, MRNGVOMEMBER L 0 0 #F34]6 \ \ \ \ MINNUM WATER DBJaAS D CAVMN PARKING REQUIREMENTS TWMANAWMENTIP j \ J s+*" l` L NOTE: MAXNuni wgrER DEMArvps 0,14 6wMIry M�TT� `\jjJ�L�� (1 O O �N/T\��� �%��` 1�/Yw/�'�� /J�� \ G \ \ �\ AVQ WATER CEMAN05 N GA1/MIV fL035—"' SWSN.YRACEIISPPCEPERRSO SF) 4060CFSTATUPATEX LJ L no IRwo Rua 1V o flow wo ul IIIJI \V"IOHHIIHH !/11�M \ \ < UTIIRY CQVFIlCT51MANIKKES VPLVES, VALVE PARRINGSPACESPEWIREO 2 CALLEG0-15C4 NTEYAS I]B45 ^ ,' ��JJ \\\�J///UU tVV��V/// u�u L2 _/ \�V//��Vll LJ \C+III \�// LI LJ LI WW LJlIE1J'/ \ [ \` BOXESIm BE PDNSTEOmGRA➢E BT CQVIRPLiOR MNLSHNRARYSEWERLONDIGGS 2G0 WI/oAY ygpXING SPACES PkGVIDFD 5 9]9690.t504 !I(—�` 3G3 DpOf�j gM (6[6L �7Q 4[La� 5151 0 �9i ® \ \, ; t NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY.'- / �J ��`- .,..� / / j _ NOTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTED UTILITIES AND SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. CIGTE55: BOB DIO-TESS COCS ELECTMCAL: EPoC BOSTON 979-764-3660 ATMOS: KIMBERLY WINN-979J]4-2506 CoCS WATER& SEWER BUTCH WILLIS 979-764-3660 / VERIZON: BRENDA VIDOCK-979-82R-4)2o SUGOEMUNK: CHRISTOPHER GOOTEE-9T9-595-2429 HESTENOTE: ACCURACY CYENGINEERING COMPANY ISNOT RESPONSIBLE FOR THE k ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING EWSTING ELEVATIONS AND DIMENSIONS PRIOR TO CDESTRUCTION I 4' f up .l 1: 1 \ � � � / '(r.-sue—' , -,\ • �\ \\ \ \\� d,\\ ���.. �\\ �J\ .\ '\ \\` / 1: � / 2 � I' ansn '' \\ ' \\ 'I \�° \♦ \\il �\. Y6 \ 3, aso \ r 2 zs,m \\\\\ \ \ s. ae\\ \\ \\ ,an ,,.... 1 nu 1 1 '� v I\ \ � uus \ / \ \\ LS \ \ 1 ♦ ♦ \. -. \\\ sS' � `\ ` ♦ raus sax � \ I ... „ad / \ ♦ \\. , \\ \\ "\\\\ mnzssw \ \ ; \\ : \ \ \� \\\. .. - \\ ,iy °"° \ / \ F. it \ \ \♦ `a \ +.a „w' \ \�\ \\ \\ \\\ nn\ \\ > \ \\ \\\� \ ^\ \ ' >♦ �'?� \\ 6 \\ \\: ?;\\\ s,zsxa \ ' \p :�� d ♦\ \\\\ \�\w ..._\ ;\ � \\ �` v aa,nnx V v v v v a v' v v V v v vv v / � S •'I �/ I — \ 11 �� I Y a sss.m�z � �^•\�\ rrzumeomnw \\\ �\ \ \\ as,m\\ r Y x�\ \\\: \ \\ \\ \\\\�`\ —\`�\ .... � a zsan `fi\ ` \ \ \ P \ \ ♦ .\ \ \ \ '\ p b4Y / :,.4 9- 1� �m J��^ +E\x s \ W� -. \ \ ne `� \ \ rme \ !� \\ \ _ � `l; ♦\ . ust°.. f Vita- •• 1' \ 1\ \ \ ` \'.\ Np '\ \ m.,F![,a9Wl w:5®0.rclgpleif \ '. .\ \ \ \ - \ I i4a,ass ._,_ rvxul / -.\ 1 � � i \\ \ •` \ wxsr\z \\ \ \ \ .\ \ \ \ \ -i Y\ _. mmc � 'L§ + vwm \ �.\�\ \ . \ \ \^ � \ � � ` � . \ \ - \ C "%\\ , \ •}.'4 \ \\ lasxq�. '`a :-. n - ^q n .' s'�-n'•�. ../ \' `-_'ExnraswmsmE OF mAcr \ \` \\ ._> \` \ \ \ \ ♦ � .\ / \ ', ^ __)///>,y1 N' \ �,:.mMiwrAws&r ayslre 1 '.. \ ; \ � \� - ���\ ; ` \ \ \@� \ � .. \ •� '/ I \ ,.fias � / { , aH m �z\ /f t f. _ %u✓ IPNW�Yba'f,fdxnvlLLWm ��ee, \ \��r,\ '\\\`\ \ ..1 \ \\ \ \\ \\ \\ . \\ // /�_ / -♦ ' / `� Rmm^T rzaan a smm,Evrvrxar A,.. ..��.�A" � \ � \ � ti V• \ �\ \ sy i _ 3 � m '" aaa ,Es \ � \I ♦ \ \ .\ \ axxuw® '\ \\ \ v //','. .� ..\ '� ` � = J ' ' �nmp'i`m'arn��K V \ �\ v �A♦ / xwen \� \\ \V A\ vv ; �v A i :mi ,w,®ro»:�, nsm'°mna ors ,�J\ \\( zsuz zssm \ \\ •.\\zsi � �;: / rcuryrcnrm9uumresRr®roAmnm mm« \C \ . r mmeortx unx o.<Bmxrvomnxrmvvmmm d,o,le �' \ ./ \ s:caaar��r4tm�rsv»vvox,:erralsoevzev�morz w PAVEMENT- BUIDNG CROSSSEC& STANDARD DETM oP WE RENT STORAGE - BLOCK ONE LOT ONE tiPSErexq 2.59 ACRES MORGAN RECTOR LEAGUE, A-46 MICHAELG HESTER COLLEGE STATION, BRAZOS COUNTY, TEXAS 69104 2672 HORSE HAVEN LANE'f- �F MAY 20'12 - SCALE 1"1-20' % % Pg CENS ��G , sFleer nlo. l \- ONAL GRADING PLAN \ \ •�'� T �- - \ = ErroslDu cGNTRVL , THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER ' LT P.ENO.69904 HESTER ENGINEERING COMPANY -FIRM#F34T6-May 22, 20'12. \� ,`- '`(� rc\ ' \ ALTERATION OF A SEALED DOCUMENT WU`HKJT NOTIFICATION TO THE RESPONSIBLE \ `� J �� EN NEERIS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. V A AA A A `tom A\ RFI F4CFn FnR CnMRTRIICTInN � TE: WHEN SCALING PLOTTED SHEETS CHECK: BAR SCALE MR ACCURACY. \ - POINTSIIMMAM: PWHD PROP DI0 \ / PRJe05FD 0A[1NYAY W.VSCA4E FOW13 3222 330D AISEISCAPEFgVIs 2010 4110 / Lz.51.77 O waroTA1- 5232 WHO ACpIgWLURFFNwcK4YTs 3zzi iasD \ / msn%3- 'WEOAK FERSECIKNI )9¢ ' TOTAL RU]0 TOTAL8451 8460 EY151WG8'WON\ EXSTIYG O•WATEFLVE / PMVACYFENCE TORFMAW �, `\ STREETSCAPE -420 LINEAR FEET mmo w SYMBOL SIZE WARTY SPACNG FDNL$ A, Y \ 'Tc'Y-)�. _ q 'e Vt O `3" O 1. WFOAKOMON 14 320.C, 21W .�&. 6W"• m q,Qy\ \\, BEEFCUSV4RGNA EKISTIN03'LNE OAK `l\J\j�>il�pmm�/' v\ 0 sWL ROAN INYTMOFNE 201 3'OG 2010' /.O Om0 /��-�\\ RHN'HKIEPN WOXA •'! x \ MINIMUM Si�REEY O 2'SPACINOFIRD IRB '4IOMEN? FEET FRSNTk E-W SITE TIdMGLE-3SORYE•3351F/WX SX-2010 PC - i X6TIRGpLWEOPS 'Q mL m \ \ \\ .2OMAY p ` �aTWB \\\ B'sAHSWR� - o i� P i5Po FNY2 1MG 3'UYE WU O �� // eF.` IECIRCALMEIER e \\\\•\f'\ OO Etl51PGG1iEFEM O EMPIRE 1. ATER Sg14ElY.A E BOfEERR51MIBS `21 ECISLINGIS'sM15WR \ / % 4c.ur:...�.... \ // AL rSTCRM 3EWERSYSIEM X E1-32 / \ \\ 5'AOW M1NWIUMPHCH••••••• '••• - O / OFgA STgfACE WLDW +s'N's LANDSCAPE POINTS \\\\) C\ [I PWPoSED 6' WATEISNE SYMBOL VIE NAME&TYPE QUANTITY VALUE PONTs \\ / ,{i� 1 II. I �I © 2' WEWCOCIY 22 150 3US0' WFk]ISVIIAiVN J 150 1050^ -ADDInW1ALSCREENWLWWS^ -269 ACRES.0.W AL[ELL TOWER-0.+35ACNIFFER-2AJACX0S$0SF./AC- \ 1 +D),3J5.4 t000 / -tOJ.3JX30-3221.26 WNTs CAWERMFAAIE.El RULL BE+Y ABOVE DRUM !U,QgXWr TPEEs �` O m '1O ADASTCTATF +Tl.9B III. °Qr� I 1 MAST1✓F1N0 SRJGUN[£RCMXINO I' i0� 1 1 WATERSERVkE uvKT FlLOVEe'Y F ( p FF 1 1 , RV 11 PILPoSEO CUIM dqy� Eucr LorATpx '/ b FXSfNc jLN4 b x I \ —1 Q © TA` s3aw.c6 Fuorvc 300AHOWTRFFS STORAGE WINE 7/ O / per• - 6 DIFFUSE / 1� h �F m Y .. SHEETSCHPE BIIFFERk0.1.B5 t 'IdTd' 4 \� 3LWAGE 011LM,G 4lP CANOPYTREES 39.3WL0tXBOM q4� B30C 62 fINMR4CKCF CII,® ` ,� OV� \ �i �VE14gV $KN "R< MW3H01 a LY ME (A) DELIVERY DMVE \Y \ Y L: FxlsTwcle'sAW WE RENT STORAGE - BLOCK ONE LOT ONE �sPt� tf qJ ` ' * 2.59 ACRES MORGAN RECTOR LEAGUE, A-46 MICHAEL G, HESTER COLLEGE STATION, BRAZOS COUNTY, TEXAS q 69104 r� PO 2672 HORSE HAVEN LANE /ccNSE° ?� SS/ANAL MAY, 2012 - SCALE 1"-20' LANDSCAPE AND STREETSCAPE PLAN DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER COMPANY -FIRM 4 F 1416 - MAY 22.2012. WITHOUT NOTIFICATION TO THE RESPONSIBLE THE TEXAS ENChVEEPoNG PRACTICE ACT. FOR C0NSTRI1CTInN SHEET NO. THE SEAL APPEARING ON THIS P.E. NO. 69104 HESTER ENGINEERING ALTERATION OF A SEALED DOCUMENT E NEER IS AN OFFENSE UNDER RFLFASFD iR (UMACRECFMTOWERSTE i'OPEN. NO WID2E/•PIW EIEC \\ •/ ' / NOTE THE CONTRACTOR UTILITY E PANY REPRESENTATIVES FOR ATI:ES 48 LOCATION RSINAOFALLEXISTING UTILITIESANI SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 60 HOURS IN ADVANCE OF ANY EXCAVATION ry / 5 ESS COCS ELECTRICAL: ECHORT9]9-]69-3660ATM0S:KIMBERLY WINJ]0.2506 C-CS WATER CBCHWILLI59)9969d6G0 VERIZON:BRENOA VIOOCK-979-821-OAO SGOOENLINK:CHR15TOHER LOOTEE-9)9-595-2G29 / HESTER ENGINEERING COMPANY Is NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK RESPONSIBLE ON THIS/ CON I PROJECT. E THE CONTRACTORSHALLDIMENSIONS SPRIORFOR TO CONFIRMING EXPOSING LINES, PRIOR TO CONSTRUCTION BY E%POSING ALL EXISTING LINES, NOTE: STORAGE AUDI BUFFER AREA (400 LINEAR FEET) SYMBOL WE MAME&ttFE WANT), SPACING O 2' LWEOAKCMFPY 32 250.G STORAGE BUXOHO GUI VRONW O 1.25' AMERICANHOUN LLEXCPACA 54 15'0C 0 SGAL WWWIM141cm 'E 26] 3'O.G MUw11O.FPS FMA 6 WIAfUM3'HXH 4 10 20 , 50 HORSE HAVEN ESTATES PHASE THREE I BLOCK \ 1 — _ I •... s H ORSE HAVEN LANE •`M (T/�/ r I \ \. "EJOSTNGi55V!}APY SEWER EL TOXMH I�60-ROW "mRW0E5Hhw._.' `F%5MG0'WAIEItlNE "- fROM1YBACK OFN[@ E%STINLB`SANRAfY NE WE BASELINE@ FIHNA 85IX C(-BURG _ — E%STINGB VIgiER 1 - - J %.MH F%5111.G FHJCE EXSTINGNRO MOUWNN WAER MRV.NT ABACO CEWERYCWVE RAMP 5'PoIY OEU'CATK.W POACCMRLWtFMM ,. EpSTIM1'G CIIRH ACADEMYDEOMSDEWNK �. \ ... _.. .. SO ROW CCC\\\ V NFR ^Y' INNSSTPLLTADA N \:' - CIXAM NT RAMP ~4'� �� . / VgIVE HO% O NDV OPo EHEgEVI K O Exan„cTREE� Is ER / /� / /�. % .. �` I NOTE: ..I-.., J \ •yi /SKc,\ IREN ITyLyLS FOEHABLINSTNL B MAWTAINPN ERMLN ' r \[`• L Ylpj .,. oc�.•�NN0.NCYN6 \ l MIFSITPATWAHwMNV Pll SEBMENig1 ` _ "•1. - ,' PIAc,:unTILgNE�AitxrcawnA omMvEknisisr�Aavu�sHEou�m .....-lil?i(TillTffV''/I},�i�If ��j'7�I` p✓,.�/ j1 c �MDVEDBV THE@YIWTCigt ;\ 'Thum J j ( _ WRWCHTI('IXEME MCNGMFFER .15 5 NOTE \b _ EXISTNBCURB 0 SGLE T-20' 2 UIKJTYNNFIICISIMANHOLES,VAXGSl LVE BOXESITOBE!- / I = - wNSTEOTOLRroEBr CgNTRACTpt_PROPOSED I 11'6'WAE I I ST]c10MIH.]9T/C25I93 5 5 HORSE HAVEN ILL 4WIDEMALTUSEP4 I' I I I I I I I I I I I 1 I I 266 ,LINE TOP PSDEWALK 90.12'ABOVE EXSTNG BACK OF CURB _ NATURA CAOITNOo6FEEr ROfi OFCFWE0.IVE I IIDEWALK IS+2% BETWEEN BACK OF CURB AND RIGHT OF WAY to WIEMULTUSEPATN — 1YfE°suM'°AOE.I�:.A i .. " u✓'X'sT'kiX rvATURNCRwnnaTCFmEMWE rwMr`W+ED �'Df.z NATURALCMIUND@6LEFraF DgTERWA 260 I I SCALE: zAAANxaE j H:T'=20' ! ! V:1"-2' I t I i E SIDEWALK 255 1 12+ 13+00 14+00 NOTE: THE CONTRACTOR SHALL HE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AN[ SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN AOVANCE OF ANY EXCAVATION. DIGTESS ROD-M-TE55 COCS ELECTRICAL: ERC HORTON 9]9-]64-3660 ATM0% KIMBERLY WINN-9]9J]4-2506 COGS WATER& SEWER: HUTCH WRLIS 979-74-3660 VERRON: BRENDA VINOCK-9]9-821-4]]0 SUODENLINK: CHRISTOPHER GOOTEE-9T9-595-2429 NOTE: HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT. THE CONTRACTOR SHALL HE RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING ALL EXISTING ONES. I GENERAL NOTES: SIDEWALK: -ALL CONSTRUCTION SH BE IMPECMD BY A REPRESEWATWE CE THE MY PIONEERS OFFICE AND R SHAL IS RE OFTICE DATURNLTORTO CONTgCf THE RF9RESENTATNE TO q$5111&RXARU4NCE -AFL CONSTRUCTION SHALL BE W ACCOWM WIN THE 4TIES STANDARD SPECWCgTKK3 FOR STREET O STRUCTYJN UNIE55 OTHERY ESTATED W THE .1V HEAVY EpffMEW ION SFXX MIND BE MARPALWILL HE ALLOWED WIRN THE DRP1NE OF RE IEMNWFlRE6. CONTRACT CIXUMENSOR IXNTIff ORAWWC4 ]`Mlkl(.-/T J-t lhl 4�G ,ll {OWIACTOR SYNL KEEP ME STREETS CUMOF WID ANO DFEMSAT All TMES 9NALLINST ESREMOVETWIAYfRC£LSGMICM4TEd4H0]RTOBFCAYNNOFLL -WDAMNWSNCLUOECOSTSFORPLLYVCLfWPLWIX -THETOPCF.6fKXIM19%L TOOEAMIMMUMCF1/0.4 PERFOOT(2PE�W)BETY/EENTIECU.RDNp9C WAYUNE95WOTOTHEFORDF.WMTHE ll -ThE COWRNCi0RE11lLLL[QYTAW qLL$EpMENTFMNATHECYNNSTRJCIpNACTMTIF50V LiEBYTNEUSE CF NAY &1ESCR SEdMENTATKKIffNdVCiPNO NRB WE RENT STORAGE -BLOCK ONE LOT ONE SWUWNTRACT R6 FORCBTgYNW6TXE A ME FNEW(M)OWAOLA'19RTPINIEAI IFM6 R a„ENMENT& R ACENcrncFOfRromMnv mmNEPn/TaD FIDD IucnDN THEAPP CONCRETE: OF if. 9 Z.SJ ACRES EQUIRETf REW4ffMENG S^L Np DALLED TWO PAYS BROFWTEW W SHALLBE S D. 1Y: q :P* /1 MORGANRECTOR LEAGUE, A-V6 -SITEENGVf$NALLBEINSTNLEDMgINOP1LWLEFSAND M4N1YAE5UNDERCOHSTFUCIKKITOPREVENT MOMENT FROM EWFI$X'THE STOMA SEWER AROUND AL SANDOKE MANHOUCTIYVBRCONF[E RON SYSTER KIL -ROWD INGSTEiED %SRSON BE PUCNCd55 THE CENTEUL BE MCRWG EEL NLLBE%AEDWHHTH EWROFHEOUTDEAYEROF9Ab OF RE OUYIH WHES FROM THE SURFACE OF THE CONCRETE. PLASTIC -ALL gLwWMTRA,FASTIN&PR(WSEDINLETS WLLBEUN@N6GEO.RERMC£MEWCFTEYNDERGSLLREINTHESTREETSPNDWILLCCIIECT REBW GNgSAIEREOUIFFDTO511FPoRFTES MICHAEE CHESTER' COLLEGE STATION, BRAZOS COUNTY, TEXAS SEOMEW WHILE ALLOWING WgTERTOFLUNNTOTE INIE15 TOO -�N LL� fD WE TOMMVEg MWIMUM OF4YXHE5WT4CYNE550Nq[gAPAOTED6U9NN0E. 0 2672 HORSE HAVEN LANE .gLLMUDPNO DEeMSOEPoATEOW THESTREEl5 A5q RE5ULi0FBECOMVGSEPAWTED FROM VFHILEsaREpfl%AFMLEAVIMGTHESrtE51Nll BE REM0VE0 FAVMTHE STREET &YAEDAIELY, -ALLSIOEWAIXS AND FLOWSML HE CONSTRUCTED USING CONCRETE HAW.G SSACKS BE CEMENT PER CUBIC YAM ANJ A WNMUM 26-0AY WAIRESAVE 69104 Nv /CENSEQ 11� I MAY 20'12 - SCALE 'I ZG -RE OOI RAOTOR WALL BE lE5PNVNBLE FOR REMOWNG ALL EEMMENT CCMMM DEVICE5AETER THE CONSTRJCHK#N N COMPLETE AND THE PANTED ARENS NAVE BFFNSTTOR STRENGTHOF30DOPa ALL STRUCTURES, CUfd)PIFJGIIT1ERAND PAF%WGLOTS SHALL BECONSTRUCTED U9i6CIXM.REiE WlVWG65>IXSCFCcMENTPER NBICYARD AND A G\` s F' SHEET NO- SHALL BE FORER gHEN.TNY COVERWE TY1 -THE OUNTRVATEAND MWIMUM 20-0AT 0.lNPFF55IVE 5TREN61HCE5WJ3Y -ALL CQKFiIECCMVEC1IW55144LL BE OBTAINED BY DOWELS ATALL[CNNECTRG FACES WIIHtU.35AgJTH RNFpIOVG &vP5IXi 1R-0gIfENIERS.TNE HORSE HAVEN LANE SIDEWALK PLAN & PROFILE UN$TABIEABILE RE TOPLAROUND WUR„TE ANY PULL MAIEDBTTIECCTURES SElUVATEANA MOVEALLUNST0_RE O/ORSATURATEIAL TO THE SERIEM6Vi. P1W CEN5RY LIXiT,QM.TNE HgCKFILLIMTERW. TO THESCcCFICAIKAV A&STATEOINTHE6EOTEOPEi1L REPORT %pWJEOBYIHEOWNFR ESPEORATIONA BE INTHEO BEC41DCTURESRT FRUMUND By RE MR w„„ECip„S SHAL RE PXVWED WIN 1/2-INN EVA„SON XX4T NATE REAL IAON EXTRUDING HIIEPJ ALgJLT EE„iH LENGTHAND SWIL BECAUIXEO ��/�[[���\..III1111TI1111111/'1T11111y'I1111111T' WIN WINNEDCRN 5L10R AN APPROVED E DEPTH OF BOWEL EMBEDMENT AWLL BE A MYdWIM OF 6'WCHES OUNNECTIN TO EYfiTW SIMITIM$ THE SEAL 9104HRINIERENGSDONMENT P.E. N0. fi9104ARING O THIS NEEMING ALTERATION OF ASEAIED DOCUMENT EERELEASEDRF�R$CnNSTRII�TInN DOCUMENTWAS AUTHORIZED ZEDBY MMHAEL G.HESTER ANY WASAUTORIZED]6-Mry2L0. BEST WITHOUT NOTIFICATION TO THE RESPONSIBLE \\. LJ lJ SHALL BESOWM. .{I E%STNu-UNBER4RCUNJ ° � •\+' SERVKEI ENACT EKNUT LOEAIKKN / �� 6VALVE &00% ° 6'Vp VE&WX fANCRETE 2U ACCESS EASEMENT NCELl T01YE VX225'SEND ° - PAVEMENT 1 25. SEND FIRE VWE 'WATERSERICE ° 510. HYCPJNi '- GWAIE ��� / &pA 1"I��/ >'•✓/' / /��Ig \ - EEEi 64TE I EUST IM T 18'SPN.SWR `H � '`IXISiIW I � ►Ij11j0,,L�1 p'' ''I��Illllll�l� f ( 09VEWAY INS; \ )I R£v \ I 260 C4NOEiE PA I I 255 I I \ LINE W-1 ` I F� s�g�a 250 10 OOi, Cm 6 FIRE HYDRANT #1 BDEwuK I 1 69'-6" WATE INE 10 CL200 DR1 I I 255 I I I j SCALE: H:V-20' V:1"-2' I 1 I 11 00 250 VVC ICCIN I a I Vmmuc - VINO LV I IANC ytr?E °F rf+9� 2.59 ACRES ' MORGAN RECTOR LEAGUE, A-46 ' WFIAEL G, HESTER COLLEGE STATION, BRAZOS COUNTY, TEXAS 69104r 2672 HORSE HAVEN LANE POFFsroNnsE��d`" MAY, 2012 - SCALE 1"-20' SHEET NO. PLAN & PROFILE THE SEAL APPEARING ON THIS DOCUMENT WAY AUTHORIZED BY -May 22O. RESTER, P.E. N0.69109 RESTER ENGINEERING COMPANY -FlRMNF-39]6-MdY 22, 2012. O ALTERATION OF ASEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE EN ERELEASEDRFORYCONSTRIJUlON NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT UTIOTY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. DIGTES&BW-0IGTE55 CoCS ELECTMCA.: ERIC HORTON 979g64-3660 ATMOS: KIMBERLY WINN-9]9-A9-2506 COCS WATER& SEWER BUTCH WILLIS 979-764-3660 VEMLON: BRENDA VIDOCK-9]9521-0]]O SUDDENUNK: CHRISTOPHER GOOFED -W9-595-2429 NOTE: RESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING ALL EXISTING UNES L. I NOTES I LOURDINgTE WET CONNECTIONS WIM I 9UTCH 4WILLIS,3156COOS UTILLEAST DEPARHOURS PRIOR CONNECTION. AT LEAST4B-HOURS PRIOR TO -� CONNECTION. I EXISThG I I PEOESTASR&l5 i EXIST% ELECTRICAL ° i iRPNSWWAER Lid I\I ,D AGE ; ' EliU I` o SO 1 `2a PJE 20 ACCESS RIGHT BE WAY 1 ExIsft RREHrowwr. W m - ---- - -- ;, - O '-1 z9 J mWnEMmnusEvnTH �i i En 2N — __ —__ NI EXISTING fi WATERUiE 15'WFFER - r •: CLLW .b -I -� k® I__ _ ____ ____ _____ _I _y __- d _ I T i5'BLFFER gfHr.CFwar 'L"'-- OSSTNO � D �C1W. FERDE I ONSWAY S'%E P10H6 BUFFER I B WO:O FFNLE I M$C&YG 2 E%51PG TREE V. ] EVSTwc e• -"� -" ° RE MCALMETERBOX ° WarEaxr£�tE &AICHNG vuVEaeBmaDx PIPE eavrmsmPraJ `ST0.1MW SNORSETM HAVEN LPNE A31TC£ WAY � I ax-Rar .. \ at 2\ MCKLEDGE2H 260 -------I �- I I � \ 255 I I LINE W-2 ------� ------------- I I ... n FIRE HYDRANT # 2 - B4ABWGMGIWIBaw) I Sf0.11MS.B]9MCKLEOC--- Ell" 11 P]�UEMEMSLDPEB0.5% 61,04'-61 WATERLINE C900 CL200 DR14 I I -------------------- I I I I I I I I I I 11+00 FORACCURACY. - �3 pp I I I I I �6E9RFEWALC I � � BUIBWL LEFTB%X LEDCE]5955 'T I 4.1 OR NEYSTORE WALL I I I I WKILIGHT MEN RENT 260 I 9NAWN:BRCKIEIXfz66Ap BULDIAG�HT ��--- --L---VVV —----------260 - '`` 'vI - - 605XLVTT�FLOWUYf NpVLC B �gXHAT TIC I �� /�-�\_-� ¶ I N. ` EYJSTINLB'WATEILWE 255 I 255 ------------------------ -----.----.----------------- r------- ----------------r'< ------------- SCALE: Ho1"-20' BEE iszo ' DRIVE A jl ml I 250 �, 1000 11+00 12 00 13+Op 250 NI] €jffi` S "a �I,I `R�DFCEWALK sd�IG Y� R �CF 4:t DR KEYSTONE i0.10.150F15A1TL260.05 W I0.0NFHJCE-\ 260 �� SURUMS Ell LOSE 26a0D I I ---- _260 1 1_�dbLRtMCAYSLESB1dC1: LEDLE xs955 TOPOFSYa 339ae _ L ___ ___________ _ _ .-`;>• -_ -,E;CL ONCRETEVPVF I I� I I s1 ` FASTING R°WATERLINE \\ � -•• / I \ I 255__________________________I ___255 r------------------------- ----- -----' I I I \\ I I I \ SCALE: HAH-20' E251 �� V:1"=2' 250 10 OD DRIVE B 11+00 12 00 13+00 250 WE RENT STORAGE - BLOCK ONE LOT ONE 5 a?E °F 'f+9� 2.59 ACRES t * MORGAN RECTOR LEAGUE, A-46 MICHAEL G. HESTER COLLEGE STATION, BRAZOS COUNTY, TEXAS 9 69104 2672 HORSE HAVEN LANE POFs]cENSEN�= MAY, 2012 - SCALE 1"-20' SHEET No ]ONgL DRIVE PROFILES A, B & SIDEWALK CONNECTION THE SEALO.69104 ARINGHEST ON THISRENCIN ERINGC COMPANY AUTHORIZEDBY MMAWELG.0SI2. V V O u ALTERATION DOCUMENT VIM OUT NOTIFICATION IATION -May 22. 20NS EVERS OFASENSEDNDERM E TEXAS EN NOTIFICATIONTOTHERESFQVSIBIE EVER FOR BCONSTRUCTION �F 11 S FFr� NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF A1L EXISTING UTILITIES AND SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE CRANY EXCAVATION. DIOTESS: BOO -DID -TE55 Ca SELECTRICAL: ERIC HORTON 9]9-]64-3650 ATMOS: KIMBERLY WINN-9]9-]]4-2306 SACS WATER A SEWER BUTCH WILLI5979-]64-3660 VERIZON: BRENDA VIOOCK- 979-021-4]]0 SUDDENLINK: CHRISTOPHER GATER-929-595-2429 NOTE: HESTER EN"NEERINO COMPANY 15 NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING ALL EXISTING LINES. NOTE: COORDINATE WET CONNECTIONS WITH BUTCH WILTS. COOS UTILITY DEPARTMENT, 9]9-]64-5660 AT LEAST 4B-HOURS PRIOR TO W WEL TO E%IjMG E' SKf WPLC� 9 ' / i . f 0 V O iV 20 50 __ _______ __________— 0 mm';'; FENCE MAINTAIN >q, ,"♦ LoIV PCIVT GRADE ARFw TOORa� - __ T WIDE SIDEWALK CONNECTION FROM SITE TO EXISTING SIDEWALK DRAINAGE STRUCTURE #DS-3 4� R NOTE; W HEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. STA,woaw RIGHTOFWAY aiL $Q�I l PR]FOSEO SCEWNK _ d� Ig1 u -I E 4t ORNEYST[NE WALL F - I a d. I�W.PoUORIPoNFfNCE I QUITE MT#.I „ - �� (�I I�IwERN LIVE \ TGP OF WEFT 25930 _ II '- 260Ir WHE'- EO&I_EFi_B_U_N_2_5_ 1 B L_EO-_25A-559KLHUE2%w_ J ______________ _____A __ _____ -------- -I __--_ ----- +-'-OPAEN—(--L PAEIAEN]®0E% II I ENBnxG B' WATERY£ � \ __ 1 --- t82 t2'HOPE NI2 DOHENTSTALSTORM SEWER@O.)1% \ - 3.1 ----- COMPACTEp aFMENi STABRIZE08gCKFlLt-------- c 255 I 9 3 24y DPEN 2 q8[E wAR STag sEwER®oa% ----T\- ----------------- T---- COMPACTED CEMENT STABILIZED BACKFILL I \\ I - I J-- -- .; SCALE: I - I0 V:1K-2' 99 I �.. ROIX SH MPR eFE 254 DRIVE C 250 10 00 11+00 LINE SS-2 z+oo LINE SS 10 00ur2 m�sbC IELL o,-_ x.0 STAtwW aG� ^m d� dF I xOR3Etwv6n urvERwrOFWAY I d I j wRalortRJry FENCE .. \ 0.%.NAT.09. I B`fO PAVFN£Nf r \` 5FA1w66A] M I SlllA: 13-31]6 IC 25W At AaAGExriOl xv9wrvr I I I I I rFUT BUILDIN 26FF260.acxr eufWNpTPAVEMMAOE00.5% ROOK 26O STAlIMNLEVEMCKL 114752B ELEY.2S9E6 I I. 2 -----MIc A __ ILEHBUILDING _____________ I PA�'EMENTSLOVO(MM C, 3:1 \ I 61.04'-6' WATERLINE p� EN6TNGMTURALGR:NINDBCEMEMME C900 CL000 DR14 I I l fXSRIG MIrvFPLGRI11RA01alEH I E%KTWC WITURU ChUUNJ®1a MOlT 255 I LINE W-2 2 I I I I qI i I I I I ryµG i 1- i SCALE: Rm 8^o I Ztll�. 1 I" V-2D BFE 251A 250 40 nnM RIVF n :.la 11�00 �-a 1zioD 13+DD V:1-2 NOTE: THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE EXACT LOCAMON OF ALL EXISTING UTIUTIES AND - SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 4B HOURS IN ADVANCE OF ANY EXCAVATION. OIOTESS:BOO-DIG-TE55 CXICS ELECTRICAL: ERIC HORTON 979-764-S000 ATMOS:KIMBERLY WINN-979J)4-2506 COCS WATER& SEWER DUTCH WILLIS 979J64-3660 VERIZCN: BRENOA VIOOCK-979-821-4770 SUODENLINX: CHRISTWNER OWTEE-979-595-2429 VEERING COMPANY IS NOT RESPONSIBLE FOR THE I, THE TOPOGRAPHIC SURVEY WORK SHOWN ON L THE CONTRACTOR SHALL BE RESPONSIBLE FOR XISTING ELEVATIONS AND DIMENSIONS PRIOR TO 3N BY EXPOSING ALL EXISTING LINES. NOTE: COORDINATE WET CONNECTIONS WITH BUTCH WILUS, COCS UTILITY DEPARTMENT, 929-764-3660 AT LEAST 48-HOURS PRIOR TO CONNECTION. OUTFALLSTRUCTURE _BI I Enn+uLn6sEPq 26( I ___ ____ WE RENT STORAGE - BLOCK ONE LOT ONE 1Pt . °F rekq 2.59 ACRES S.N _ - -- - - - - - - ' s+ MORGAN RECTOR LEAGUE, A-46 I I MICHAEEG.HESiER COLLEGE STATION, BRAZOS COUNTY, TEXAS J q 69104 2672 HORSE HAVEN LANE I --------------,-- -_-------- ----------- P�T MAY, 2012 - SCALE 1"-20' 1 i qp CENSE V\ - SHEET NO. 255 I ____________GJ' SS�ONAL " DRIVE C, D & STORM SEWER PROFILE --- ------ --- --_-_- _ -_-- ----- ----- I 38.63'-12'HDPE NI2 THE SEAL AWEARINOON THIS DOCUMENT WqS AUTHORIZED BY MICWIEL O.RESTER. Stl 118'HDPE N12 I COUBIE WALL STORM I 59-18' HOPE N12 I P.E N0. 68109 RESTER ENGNEEPoNOCOMP/WY-FIRMpF-39)6-May 22, 2012, 1] y DOU�IE WALL STORIA pDU&E WALL STORM I SEWER@0.26% ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPAtlSIBLE S$2 66'-18'HOPE NI2 CQNPACTEDCEMENT EN NEER IS AN OFFENSE UNDER THE TEXAS ENBINEERM PRACTICE ACT. DW9LE WALL STORM SQNFR�0,5036 SEWER®0.90% I RELEASED FOR CONSTRUCTION „ OMPAliEo eHIXR COMEACTEDCEMENTN �� STABIDZED BACKfILL OF II SHEETS 6EWER610.23% SCALE. S3COMPACTED CEMENT I I STABWZEO BACKFlLL KV-20' ❑ NP-3976 ww � 44 m a���c�r� C o�c�c�po�g gmp0 g w ZE$ STABHJZEDBACKFILL wa ter$ �nl� _ 0 0 0 O a Z I�- i LINE SS-4 A ^�" Mn LINE SS-5 V.1 2 will ° D6GlawN@u wimmu °�51aQ�J0 9i� ® 250 z`� LINE SS-3 am 1 00 ��rmn LINESS-6 0„t^12'000 G 25( At r A ���ilr��_I�ill j 1`0 I` y2[ GRATEINLET �) Ir, "JAN, f00e n<MVnr SoaLa A k— i.al:.Ynt"A.t�: CBAENT STANUZED SAND LUllBE% DAaNVBIIAN OF'ITABJVE THE PPE M.1\' �I1M I U11W IIH y ,w STORM SEWER JUNCTION BOX Y6/W I..,. a MR Nms Eli VVC ICCIY I J I VIYC LV 1 VINC PZE•°F•rE.,q 2.59 ACRES + s• MORGAN RECTOR LEAGUE, A-46 MICHAEL O. NESTER COLLEGE STATION, BRAZOS COUNTY, TEXAS 69104215572 HORSE HAVEN LANE •.t J aJ=� MAY, 2012 - SCALE 'III-201 �SSJONALNG\ SHEET NO. CoCS STANDARD STREET & DRAINAGE DETAILS SOD THESFA IFIO4APPEAWNG TER ENGIBDOWMENTWA9 AUTHOREZED BY MICHAEL G.RETR.P.E.N0.6910O ASEALE DOCUMENTWEERING WI HOUTNRMN426THRS` 2. ALTERATION OF A SEALED DOCUMENT THET ERAS EN NOTIFICATION IR THE RESPONSIBLE EN ERFI FASFFRFOR ENGINEERING F II GREETS A o r A oa-a- Ww my SINGLE ORATE INLET DRAINAGE DETAILS STREET DETAILS "iS\ rig -,.'ri 1 I w JM3Ld!':lil '. r JY.t\ LJMI A-1 Mg F.% iet52 Y': F.54aR [.H nGLiy rqs SINGLE RECESSED CURB INLET & CURB INLET WIEXTENSION r" .1y."AeT1 VD140 ... ......... :... 7 J � Hw& wro dna a nlllw •• uu x Aw.[<a x[A [Mfrt 0 [✓rIn wM0 SHLLI Z[ W ,SnmxYl_J m'n"zs aa:i r 4 ' ni uanl i. ------ rrillH777.:ffff//�`�1E eA aL im. o. x. A-"u�u% \uarra [:n aru F:°ne1 `o. .. u ww4 COMMERCIAL DRIVEWAY�� tJwN. aDe9 Vp1111O t.r. srauoan oeran arsa] ATMORKIMBEMY WINN-929-229-2506 COLS WATER& SEWER BUTCH WILLIS 979-764-3660 VERIZOPR BRENDA VIDOCK-929-.2b9220 SUOOENUNK: CHMSTOPHERGOOTEE-9f9-595-2429 NOTE: NESTER ENGINEERING COMPANY 55 NOT RESPgNSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONE RMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO CONSTRUCTION_ BY EXPOSING ALL E%ISTING ONES. NOTE: COORDINATE WET CONNECTIONS WRH BUTCH WILLIS. COCS UTIOTY DEPARTMENT, 97P-n4-3660 AT LEAST 48 HOURS PRIOR TO Single (one four -yard or One eight -yard) durn,ter enclosure shall be 12 Not deep % 12 feet vide. The minimum width of the gate or doors shall be no less than 12 feet Dawi aaaeo SOLID WASTE SITE DETAIL 11 f i , TNEAPFA PAOVIDfO FgtSWiAFAWEY SIWLBEPMUXBMTELY.SSEW0.H FEET N AffA AN.10YlIMTELY NNE FEET BY SIX FFET(4%61 BIKE RACK DETAIL (2 REQUIRED) —I.. 1 fl r(r ro` t�N'VVBlNA6 dl.Nl G-y1`Tp�[y� ..@pfJ�fir r<xlu.`<,o LINOFHI/KdFMA P/NS MA:TI NI/H/ORCfHL:1 L^YObT fPa fflYEi2E eaYP[I>xT . ^a�Y�',fy' MhTMN6YWAYIMLf y�tYPL M§2✓'�i fRKJ41NL .�v.ml.. -; a.—rre[vu.r p]Lsrre�Awaawa �}7.R�"Pq.. LYPA.A C4NfNAPNPNIMNL LN,Nt1y1.7Ffl16,Y:}AS y 1[eC PILff/N yi�fcl9 ylNLaxr{fr,ro Lier MNfRE2lfN[EROepx/qN CONCRSTR PAVEMENT JOINT LAYOUT .,,_...... JAx. ]OYl -. 9TY0a wR. nx v[a w.am <WNR< W x KLO YK[ v vwu • ..aeHi O • ue.ao. oort�"s TYPICAL COMBINED CURB & GUTTER SECTION NOTE: IN, 'lu . Po SwY MUN�1K(,"T1 \ iU.uw �R =-r--�P I'D. ORO YWIilN' - xa�`4YoL4SYi a xin,`x°'b Xlu14R`Ozl a w rotor �.\\. Ao w w.a .11/J/:lFBA J W.A..1/M A LTM."'e((/I(A\l(1A1% 1 O,ryA` 4KLµ w:t V w.R J,. w..1d. J L iUNA9N �\ 1 t ,IK BRXKX: l.ro u B 'rmal;un [ wt uJi p_ r_gvr ro.A ' R e.Ms s D[.a BAe1 IN D LCMI[ '<a �X ET n .�ww [YTYxwam X iwaL LtW1Xn I. .lWum v nr, NnrNuaJJt%IJrcT SIDEWALK SLOPE REgUIREMENT§ 6' CONCRETE SIDEWALK Bar Pk6 TI g 11 ff`E 1' ,IM14K1 IIXYH, "all.NaaL.. PpLD.1 ua1. WL n0 r we a OLO o. .1. 1. Loll EmtBaaI1~VllinwiipKrCIemml Ua. M.]Pwt ATWI"' W Af a. x [Vµpy, yNl ' W f4 6r At RWIEO / 1 C PY E tii!:5�DW iD �ILM. 1 taln.M ul E tttt.=va µ \�Ip�NNN 9RIXxn qq mnW ...,l .tlY/M\'.1.1 TYPICAL AMBULATORY RAMP W/FLARED WINGS JAN. 2009 1 Au'ue<n"o' ' Bwz.oz lrid»:, lac, Iw -Aim-T L oo oM-: Jl�' � 1 DETECTABLE WARNING PAVER (OPTIONAL) ,JAN, 2.0B 1 D]WOMOY9�AIL I ryY BW2L3 VVC ICOV I J I VNC UC - VIVO LV I VIVG OF rfkgs 51Ps 2.59 ACRES MORGAN RECTOR LEAGUE, A-46 MICHAELG.HESTER COLLEGE STATION, BRAZOS COUNTY, TEXAS v 69104 'r 2672 HORSE HAVEN LANE PO (/CENS�� �� MAY, 2012 - SCALE 111=201 NAB THE SEAL 104HAPPEARING STER ENGINEERING ALIBER TIONO ASEALE DOCUMENT ALTERATIQY OF A SEALED DOCUMENT ENERELEASEDRFORDCONSTRUCTI'ON W STANDARD SIDEWALK & EROSION CONTROL DETAILS I/s""JJJSjT1I1jT1I1E'I1nn1T11 I1^/1"� DOCUMENT WAS AUTHORISED eY MICHAEL4 HESTER, WITHOUMPANY T FRM#ATION -May RESPO2, WITHOUT NOTFICATKIN TO THE RESPoNSIRLE FII .EFT bOtM. ;., <P10S2. Wl IO lv[iL0 R R LE1-1 iq 1wm1M i . Y B 1. 6' JAN. 200E KOOIN£NN IYf1 t xa 4,wSylo uu+�u xLOVIYE [Ip LE<21 .. I XMt I.. Ilsl i<M+MOAtN Y#4Kx5 A5'RgGI(0. .1 . WW LI.T. ON DNME 2. LNC<x:] AVAI IF A SB a'. nIN ... El 11. IX .1 MELIpB ] YIIGW VMO K[ IT Ba .11. R CR .. w44 OE /. uxuw N K nM1MIT4 CbI1 MO *1. L K p51 KY . aAALV WSW. E .. KLPXM.[ [WSS uM GX SO . uA I.T IPI. s [Y B. P/WS nIRE T.R.BE Irs[a OBLY In. Ba. .0 W M HL, NN K OM X[ R.UO 1... W<NRL 1. KH 1 SIVJ <4 M1 OR 011[ ...Y. BLI q A M TIM ]M IJMOAb16 IOes FLCIFO. OIiE . MO [ % SV'[l. OBOB <'"MO Ll�flliALlwYABC BO/9 M RMAB 0.L., i ( -, LY 1N1 I.1 KLESSE a, INBa. IIASI AYI IlIAC 96O.OE. T.le SLM. K ARK]IPoHI . a PEfM[.\.AV BWO Q A!/M,W baIM[. IG[WA s . N fWN lMovQt E[RSSRt Pµ1Kf [ - 11NNX p1K e 4Mss M R[Ni[M [90 SiIK. uMINOs MR sI.. DM LOGT..1 nE As vo nscXKu IK a/,rs �.wuslmxs ANP. rnbssAN.x .a,G4.11p1 PEM GVB. [ 4YX0IM1IX IaSI CP094 KA£M K NB t B Ba l .l,, O INU. Ef<tyl(] 1. COY` v11N 1. WY RYM N AL. W6H2 Olwaaaaf SPIN ON 4. IAM. N. MNYMAR"PWWNtI,.. S(NRRKq ICII AQPoM0.. f N M O'" W K0I . . fLNMB PY- PS NHOBAD.YEn EPS b T, R M[IN.O M BOMO .IJIB p J Yle U OIR9 DL prtM. .1 IK PaNya Y P. .1. IN . R RN t CW.CI 10 ME aB I. U ILMN .1 .1 F.I. A..W NOW CWB I.. GENERAL NOTES FOR SIDEWALK CONSTRUCTION p>.,gnl1. J/J1.2000 n,EW a TWO.. AU` 1 all ae KBSrwr 4e' 'iircivn" n KRsINw SIDEWALK DETAILS ..MU IMYae 4 Fp .E ESW[Kf CDX�uI HR 11,F'B.0 .SMpCJL IX f f D li a Lxp SK[e 6n/µ R R[R[ LCLHO Ls M V<R uMu %A i. G w' YA[M[I A K IWAW a [ KL OM [0 Elf AaM S M1 5'M R W (D"RN G x ANL AMfl,K SM I.SMSE`W MF 411[W RI[LV][Tlk a nN .-Ill .I:.N�L K{ip' "YN,[ A r w+wervP OPe NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE EN AHE TIVES 4CT LOCHOLES ION OFIN ADV ALL SHALL S SOD DT UTILITY COMPANY REPRESENTATIVES O HWRS IN 35W OIGTESS:BWERLY WI5 COCSEL-250CAL: CDCHORTER& SMER BUT ATMOS:KIMENDA WINN- 9]4 821-477 COCSWATER&EEWERHERG VEM20N:ORENOq V10OLK- 9]992]-q]TO 9000ENLINK: LHRISTOPHEft GO NOTE: HESTER ENGINEERING COMPANY IS NOT ACCURACY OF THE TOPOGRAPHIC SUI THIS PROJECT, THE CONTRACTOR SHAI CONFIRMING EXISTING ELEVATIONS AND CONSTRUCTION BY EXPOSING ALL EXIS' r TEORDINATE WETCOTCHWILLIS, COOS L 9-]6q-3GGO AT LE/ NNECTION. I;EN1R10 I \COILS; ". KL M[AS Dla b V[U[y<X Pro' Ba. XLV[K(X IPMP LGFBI IFP11KlR CWNLI R ssoxo DN mwwu D N E IE"AI'Lxn°1 wttn�so`e°:WLS m nE�aIwo 4 �NBWMl R�IID.6 AG 1 WNwN 1.1.. 01i Bt NM0VC0 N(A0Sg1 [IXIIp KAtUtl.]W9I NWSINI{0 0.111f4 d1a r[[ IIYI [Mrv1Y1 pfN [PAry W SO41[PUila NC YI/Pi ][A,LwB KL<OIM.( WIX[i[w[ NIFIN OW r ly![p 47,01. S[PbGPW S OdA]SI! .VW EMN RllrpvER`B�r yA1Rk90f Al N�['JW [YGt aWRbMLS SMAD.YO w.0 R . Nall -ID o"w MO '. Alm Pwif xe4 [ub BMu. �/ yPi'I'i �r�{pR011f fF(77(6\'J4A PRIOR TO WITH YEN ' 11- \t*L:w� wwlj 11090E5E+"Lya u.. i[iRiul xn, rids W Mr MCaKr pX ID ExCMLO iA ��RM I�PII Ty .. '•1tPN. a00B Si,WOMO06AIL R•'$WPP]-0p r 4 rLs��KeAle IeoN 1(.)�eiKOM µvu 10 I �06- �-`-t{ I IB fM14ic'tlII I ' Asu I i P I EROSION CONTROL DETAILSI NOTE; W,[] WITN AOOITIONK 510ME 19$lOE[OF YYNTKNCD yYA i PqL NS MJ.LCEN U90 N SIRCEIS. ". UI D,P,. sToOl INUM 044B.3' TO Y OIMIETEM OVER OEOTE.1¢E IARRIC WON SANE SOVARE Pf10TATE. I SILT FENCE ASSEMBLY R YIBIUu4 12'SNKL BE f041 WIDIN 01 SITE ENHANCE YO Bob, OO' " .ITS IT DETAIL F IIYTgK'9�`�LYiaH�SC 1 �' D NVL IN \ '(r� 3NiRVLInHKHw�fapFKx . \ • t ^ '. I } A Tl' A 6' �9 PCIXIP[0 I � 1/ EO D [pIC L L 5,A4f,,,$6L An�D„.,y A,, 1. f - �, ,V 4I ,• l Li lixFvl��T`il$"['iN[iv. _1 .Lt -- µL vµH�@W 8[ I) DA LSIMNxfN Q(0 W+LI'gf • 'ahV[ I I { /p 5 F. 1( PIi�IYI[ �.. J Y}1 i11311 WlYl b16L K 1'L1FI�L`kMD"�44Du MKxOfl w'D1w - AIy' 7LTA" wm LWR. Pl....19 Vot" Z�IM 11£ 0.l vW 'J w1l VE Iy SA.TEp,xp%{gs[ T1y;,; FM _vupxa I: Vlls(i',-1.-A F— } RV p NNE 11) DR, IN/ f(ICI'7 AIN 101, � WIW." giai.(r s n v enqu `J tiu,H •}DDO f I _ w x Y err •RSLsw °I µl, µVC DON. rwwwDD I STANDARD FIRE HYDRANT ASSEMBLY Cm,.M1o,O. @ICS XwFIDO w JAN. 200E sTnxOwnA DETAIL �Wb02 P.c, %"�v iRW�elp91_.�. 1m0'[o [W47 '4 1 Dm bm- 011�•LL[x Sr1Clz 4pyyE VSnp lIM fQYY010�i Iq,L 11 M L+EPER P. 5 a UE[t CP011 Y[ N0 C [ [H54pK, %ti[.1U,49[luVl ` Or 6f[[ L[FO /5 Irof[0 L l+p vh4ftp w TWO lil LO.L SCFKµ. '. �Fi1 I I��i L�r"ion uluA. rIw W. UP, OXIi. ou L 1 y a y,�Ayw YSALll�6]CLOJ�'�L La. ro A5 PLYCC9 xI,N BOX A x iSx$l�2Ii_x��'u i w{nA W 1 i0uipl arlol•. sm w+L v4vt n,mu.ess s,sn fla+s N 5✓WXPFtI.OX nM GATE VALVE & BOX am oxma URI nl;o. v�JAN.2000 rsTwdwnD nETwR. LLLLv�WIJ10 VVE MEIN I a I umI uE - OEVIJm VIVO !_ l I VINE 2.59 ACRES +:' * MORGAN RECTOR LEAGUE, A-46 'MIc31AEL c. NESTER' COLLEGE STATION, BRAZOS COUNTY, TEXAS q•.. 69104 2672 HORSE HAVEN LANE ���fsaionn MAY, 20'12 - SCALE 1 "-201 SHEET Ho. CoCS STANDARD WATERLINE DETAILSTHE n n n D P.E.W. 9104 HEWGONTHINDOCUMENTWAY-FIRM#IZEDBY-MKV22AEL 2012 ER, �u'Au►f P.E.ERATIO O HEYTERENGINEERINGCWITH UT FIRMNF6476 ONTOTH RE MNS ALTERATION OFAFSEATED DOCUMENT WITHOUT1VTIFINGPRA TI THERESPON516LE ENC�NEERFI FASF�R FnRYc.�NSTRX.TION �(Wb []i 11 GREETS wTt U9C %lfHYLf=1w.w M It[ SrxFlXuf FWM tlL. P [LVwLK(C L RYO p 1Hnp : < { V0.UVC IeSYxIVUU L,,RMIt I" ro lPUA. %earl%!n,'.nnuux .ob., 1.Vll X....IL Ilµnnlxeul wlLsµ[ V X � pXy p xCe>"f L MpO SV.�I'91Pi WVC,(R �µ`Y"` b 0. LEv .IN Lw pLN J COMREIC [OP dOU 13 S 4l a5 xW0 C 'Iq��g11ASoyG°s�swL'�[AMT11Su"�Sx41 KeL: D•tlLGCMXe MA9.NrlM�DSWi;$ VUl 4L 10.1R wxn ue a Ivn wr S'"u 09 ix 90 1 5 5 x RRj]5#s 5 t K' 0rS 5090 01 v ss Ls {5 Lx ec 9i . yyppy�1 '!'VyPNIyS'TfiLUCK UlsTULS YKYYi Li`INiNµn n1LN1.," u Xo s np a._.q�rtc �pryI�IIR bKll� 11 TYPICAL HORIZONTAL THRUST BLOCK ema dxmm l5 nnl4..x JpN. PDOB xwHOpRO DITpII WIIAD S � ffi e s Eli �U � CQN^ may e�r+ $� 6 tl FI''' p4g 'J FISH Xe wig. 'IBl[n ID 111.1..0KN w W d Ca IR A n# WSI4LAHON " UTILITY LOCATION . JAN. 200E BT,WeApBIOsi THE CONTRACTOR SS(ALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTNTIEL AND SHALL CONTACT UTNTY COMPANY ftEPRESENTATIVE59B HOURS IN ADVANCE OF ANY EXCAVATION, OIGTE95: 800-DIG-TE55 CCCS ELECTRICAL: ERIC HORTON 9]9-]693660 ATMOS: KIMBERLY WINN-9]9-]]9-2506 COGS WATER &SEWER BUTCH WILLIS 979-7693660 VERIZON: ORENDA VIP^(.'K-. 979-821-9770 SUOOENLINK: CHRI9T01HERGOOTEE-978-586-2929 NOTE; , NESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR _ CONFIRMING EXISTING ELEVATIONS AND DIMEN610N5 PRIOR TO CONSTRUCTION BY EXPOSING ALL EXISTING LINED {'REh��y W &, PIP. rs vfl[L a' val[s a04Ns 1UUV'i [M Pfi 4MLICAP DLNL N9 LMM111F MrlN Y.p.x i o�� ' v°��Sr,�,v � p nL vXrc .wr.s sr4 cecus rprs _ "sCCxx li be �IPn [Y er rP�(N@jQW(%WsrjKfr]i({���N� D x <P,svI,SYC,WM P• -l�/i` ni MM�i"�AiV C 3A, [D, TfY s 9�°v 1 ^FyL �Y"l�o"2L',gLI1nUKuo xw!'s um s vc i"PL. I Z 8y@§ d `�w• v9nYMK,lg�6101 � cxI 41D[R MWLilflLfl x. ,�yA M�jy� I � F •' �- 9 xD PAv�N�x AIgA9 gill�eRdi riiLSD v�V�"�ii`�Aln I L� ® r�,u.wgWutl`wuL INI( ryry q��p g p([ s. �yy��gx f y u,uco nr I � .L �j�j„ 3 W,(gVLnWmy ytBll feH R IV -N1pw (pR:CxT. YLfN1NEIi IiiPi.� - d/j•�5� _ ile+�nan%�L v°Kilo�s.ui�l lle�u[iD'v'atibu'il[L[Wxls. >. r�MY�l'l'Saf«�`b"',i'IFA�11�[71iiYk. r-� _- � 1 q � .j—�'rtl Me I yisi uYL.AssocD•(vL—j1KWI[Rp 9elLBECflCCRAYNqNO111FH11f,1).xm.alwD[IDrroxD41luxrxnfWHxrxxA.�r_�f{'-�v�wY�"y�51k�wentt''dd �`1� aD D n riir',�iA ;; Leo pldx4 LP9,.d a _ _ Ty�ry NWW+EaIXep DO1 rOu W 6t9.4Mp[ 0 ne,„ <.:FA n Iu1 WL 9rX[EI X LulYllE 91fl[[1 I%A �1 N 1 ! � 4. INN 00 KI11 sluu.D sxD cm•• YkP f s`x•' d yp --«-. (Bl ynyuuuaamnly :bi,'wil"f -_IwEalumfD aaL-�-� m,� `� 1• xX.Alr uAA J IS s•MAsu•uxL C9�fi ��y�y` lJNI%[I\'A'fl1 it i1B.l� N�,$§- BEDDING AND TRENCH FOR Q ri � C•'I h +�` �p a�� J DI PIPE &PVC PIPE WITHIN NON-STRUCTURAL OR NEW NEW WATER SERVICE PAVED AREAS (SHORT AND LGNG ['J I,, IIIX 'IN 01G6 YNIFIEO I""A °n4 DICD VHIFIDD uu.m 11•^I'^ �'^^' -JAN. 100P STAXOnRO VETpIL W9-01 JAN. 1000 61RNOpRD DETAIL W3.0'1 -•