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Home My WebLink AboutDrawings_ I STATE HIGHWAY 40 (WILLIAM D. FITCH PARKWAY) IT ..... . - . _ . i ..— ....... \ I _ \ , a Y I L7 ED - - -- - - - - - -- P u _ .N TO DEFT ._. _.__....___. X LDCAL CODE '1 72� / 1 ^ ' ' i ,y f ,✓, � / w {I — ,L._.4�j I • \.1"• ✓ r � 14 / j •� ��/ I r� / ..820 S.E. ° L SST_— ST — ST — Si \. •5• // / / /, / / 9.65' ROLL -OVER 1 _ CURB I i' � I L37 VICINITY MAP s i �/ / % /��•, // \ , \''aa ti \ ate\ II r �?` ° ?{r, °9 r F t L> °s "r. TOWER POINT PROJE CT / j / / \ `h n \,C .N� M �„� •� �� n Y� it& Xh t y i / /- I lt^ I - Greens Prairie Road I �� NOTTOSCAL6 I1A Schultz En LLC 2730 Longmire, Suite A College Station, Te,aS 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR OLD RCF JPS 12 -211 MAY 2012 THIS DOCUMENT 5 SCALE SHEET RELEASED FOR THE PURPOSE OF RENEW ONLY SH40 @ SH6 JOSEPH P. SCHULTZ PE '�RnDA` "'A UNDER THE O. 65 8 OF T T � TL A 9 ... I 1 1 l � / 0 LICENSE "°. Beee °• CAPROCK CROSSING HORIZONTAL r =2o' ON DATE, USE BID DING 0R B CONSTR E UCIION LOT 1, BLOCK 1 — COLLEGE STATION, TX PLOTTING SCALE: 1:1 PURPOSES. FILE NADE: 12 -211 STATE HIGHWAY 40 - WIWAM D. Fi`T+CH PKWY ROW VARIES TBM 1 r-\ S.. •t .l tr \ 4� . tr t ,, i r9 �U:G � xrtj ..-- -- TRIGAL e. 4 Q t„ �C ... -•-- EASEM NT M F, 7 5356 1 r V 0 U l P E t :1 C. 7574 8 •, U \ r / PR45P � BANK/ � 1 8L 2 0 -k6T ; n: / • PbtASE PLAT `C N 7574(/76 ) \ N f•c, _r S P AiRi / R , r GRE R E CENT£ rte.: Z D C- 0 E 1 •.. +: l .`1�• y •� l \ u. 1 t(t � - t I \ I• BEGIN CONTROLLED rn �.. ��EXI5TING DRIVEWAY ACCESS LINE (N0 VARYING MOTH wrw.wrrl , .. : . .... .. ACCESS ALLOWED STU EASEMENT BY 5148 *�/� TO BE REMOVED :.�.�, ,• , ,- - _ ' ` OT) �. /269 � 325 326_ __.._...._-.^.328 EO(IS1tNG _.._. -323 324 - ' DRIVEWAY �_ `322 - - "22i212n' �- �- rl:l �� p - ► h�•C "EXISTING DRIVEWAY- -320 321 ✓� -� . ---.. 70 BE REMOVED , �� ---.- �....�...... -.- 319- '� V�G " _ A �•� 1 B 31 r , 'PROPO ;i:; ! y » . ,;�a:�PUl�tc' _ ci1 :: 846 1 ✓- \ PRIVATE *.D IN E �: & ?: • DSCAPE'EA SEM PUE 1 t 15' :c• I 30 ELE L CA 3 :t•,: s C TI20Li':E \ I _s'zs 1231/378 %`ACCESSACI:OWED "`' _ �:;- •` : PRIVATE ACCESS st a l c_ iiBY :;, X0'0 EASEMENT WIDTH VAR E5 •�+� I.,..: .....,, .:.....::.:... .:. :..,,.. ,..:,:...: PR S 1 r• f.. •. : .. ..... .. .i. ,... :.. .,:,... 'i,: r:::..::J.=.�, 4.:.:• :..,., •�:,:itiu`.;� ice: . 758D/171 . .. .. ..... ... ... .. ....: .1.< \...,mot ... TYP 1 % - 2 EXCESS EXCAVATION: r^. s � ! :F PLACEMENT ARE - CROSS. D. : r ^-w. 1 \ - : i:'.':`•�•, ^, �r.� fir. , /, i �'i `�.` ':, 20 ELECTRICAL• ".i' fELEF >s r .� ;s P 'EASEMENT:` za: PRIVATE DRAINA �...•. .:...:. ....::...•.r::._._,:.::...:.._. .....,::•,.....,.,... .,,, .... ,... =•::r :, rr�'t :• Op 3f ;. PROPOSED 5 LANDSCAPE EASEMENT ` 70 :.PUBUC% rn.nrdr� ^;' SIDEWALK 17, �or •; .S 'i:r 1 I ..- !:..- .r• - ^.::: �- EASEMENT: ,1•" 4021/260 ' ' �' ` -...�M N 39 PROPOSED PROPOSED i' s 284 EXISTING CONTOUR EASEMENT \ I I f �'"� 1 y \ � 'BY SEPARATE i i'� , j3; y � --�•' _ _ �, ..• � / � ', ! �.� 30' PRIVATE :� PROPOSED INSTRUMENT / �' •, / '--`�" ~ �- ,� " �~ s 20 PUE \ f __. `/ , , CROSS ACCESS �' �• 284 -- - -- PROPOSED CONTOUR } 10 PUE PUB "~� ` ISTIN D WA PUBLIC A F_SS • a E• � �� ` 100' ELECTR�L ``�• EASEMENT i; 2 / 7564/269 1' ,e's ` -� / 'r""rr� r�'� �7 ' \ \ EASEMENT �/ \ R �rP ��. -^ �_ EASEMEN 1231/378 \ ^--- ----, % BOUNDARY �• .-^ f r . \ I BY SEP \ gp' iC • ` �-- � / TBM 2 .f i PROPOSED s• \ \ LOT �► tp t I , -- - - LOT LINE ( f/ 1 I . ^ > l t a EASEM�EN �c��S u / � .> / i �� ^� SIDEWALK \ �, 13 � \� 13LOOK'I -- ,/', STING CONCRETE TBM 4 l 4 1 m BY SEPARA t / `. ^--_ \ Sf �.1..� j ¢ '' 1 ADJACENT LOT LINE a ' a PAD TO 162 ACM9 S REMOVE / 2'. s t. � '�ti ✓� � . o. INSTRUMENT � � � !rt � � / / , ^�,. I i �� q rf '' ° , /J �w .1.w�1.. ,ir►r�r.�' �� FROM P E PRO ED 8480 j ____ _ ' -,� • 4 •• Y�_ }•� G .1.x.0. TR ORME 20' ELECTRICAL 50' 4 p / F+t:ts f EASEMENT LINE ANA �/ ` CiC EASEMENT � L^'' ' t � �'' �.. .: s;,, ±, . Y: .• •; r.{ 4'Rr ;n G�r'f• _ ';,. SIDEWALK, �ftSgvtENT ACCESS '```� `, --.•�. � � ' PRIVATE ACCESS EASEMENT T 1 ,/ 519/3 & 537/]92 1231 D 8 NE' EASEMENT PROPOSED CYi ! / - I" --�� --- f rte` 20' WATERLI �' EASEMENT 20' PUE , PUBLIC ACCESS EASEMENT _ _� \ PROPERTY CORNER .$ -. r.. ✓, s, g T 'L"� '"�~ k3LOCK / r PROPOSED �"" L t- \ �'l� VARIABLE -- / S - ' �� CHARANIA LANE _---- �,�e► A ` PfttVATE ` MOTH PROPOSED Y EN„ S- _ r r.. r^ �- r0" ` # / 20 , ` / P OPOSi� / DRAINAGE / ,� `�P.U.E 8d' PUBLIC ACCESS, , t AE EXISTING EXISTING OVERHEAD ELECTRICAL LINE • .. •• ., � /� 50 PUBLIC/ '�GNY• � 10 2 88 LANDSCAPE EASEMENT PRIVATE DRAINAGE, � CHARANIA LANE � / -S _= �. 3t r `I \ / / ACCESS , J) �` / �% --- - - .. & / -Q- UTILITY /POWER POLE +rte PROP05ED 5'. - _ __ - = -- =- - "' -+ PROPOSED Y ABLE 2 '^ \. ENT f J � 20 PUE \3 PRB�OSED VERIZON UNDERGROUND LINE J ` S10EWAtic� / ,,,o,rr� I WrtDTH PUE BY '3t / / 1 0 � 7�" "�,� / /�i 0/i . 30 PUBUC CCESS, PRIIWIE dRA1NAC `/ � ~ / ,� I �`\ / � LANDSCAPE ENt\ PROPOSED 5, EXISTING DRIVEWAY GAS ATMOS GAS LiNE SEM o •y ._,..- ''�` SEPARATE INSTRUMEN'i � � � ( � / \ /ti '`• A OPOSED 20' 3.3 r0 `� // \ 2S/ � j 0 SIDEWALK _._ _ TO BE REMOVEDC . n UUE BY SEPAR pRIVA7E ACCESS J S 6 rp l E EXISTING WATERLINE 0° ` \` 5 06 \ \ / '^^ ` '' W - 12 ` ,o INSTRUMENT �f EASEMENT (WIDTH VAR , / ( �'" 2pVN6T'ERUNE f / i / // ca \ ,`O _ ` P OPD5ED �' �- Nq2° 08' 41'E - /{ O i EAS ENT / j q�/ �\ �♦ c,�/ PROPOSED 5 A EXISTING WATER GATE VALVE / 1W ro 60 TYP•) 7589/171 �30 j 3989/133 & 77 b 22.61 ✓ / /� y PROD SED Wf -/` __1 20' VATE 50' PUBLIC A►l A EXISTING SEWER LENS 60 ELE ICAL I�t �---/ Q9 DRAINAGE N � EASEM � �A5EMENT � CHANNEL 0. 2 / / ._,._- r PROPOSED ^ ••-.r_ �\ EASEMENT � -" 'ACCESS � �.- S -8 / / - 'EASEMENT PRO P - �yf3 /522 213/489 PUB ii / �-:� PUBLIC EXISTING SEWER MANHOLE --� \ �'` --*' 50' PUBLIC '\ ✓ .- / / f ' j / / / ACCESS X PROPOSED 308 M 1 LIMITS OF dISTURBANCE j 50 ' P S •r / LOT 2 / ( � J \~/ 3 _ EASEMENT CROSS A C C ES S BY W -12 PROPOSED WATER LiNE ! it EAS EMENT SEPAR ATE y rn �r� 0 j a . Dr PROPOSED , OT1 PROPOSED- _ �� - EArUMEiTT•� t t SEPARATE \ BLOCK 3' / ^�DRAMAG E PROPOSED WATER GATE VALVE a '-"� .y �' :14T'14C� � ACC / / � .•/ /5 � �'" PUBLIC �� -`' 307 CHANNEL-N9..1 \, .", ---•,. ✓ DRAIN RA�iNA I \ r ` '� / / EASEMENT 6M ACM9 \ 1 � \ EXISTING DRIVEWAY PROPOSED FIRE HYDRANT ASSEMBLY A CHANNEL NO 3 �~ . \ / ,� �- ` ~" f A / / �.� ` \ ---- - �- - __ / p \0 BE REMOVED S -S PROPOSED SEWER LINE Ir ~• co J/F 306 T 4i / ,� Vul / - \ �j PROPOSEfl SEWER MANHOLE 30' PUE tQ El£C7R1QjT I ( 0147 ACRES / 2 ' i i --_ '�ft \ .r \ \ � LIMITS OF DISTURBANCE i ( �/ `^-£ � Cl7 L � � � Q' � PROP ` "� 45 1 U lfV - 405. �7� � \ � � � Y . � , w.wr t .�� , w►w SILT FENCE 84¢ 1 PROPOSED 5356/1 fi TO J- ✓� ~- ~- --..'" ` ~�� _ "'�� NCO / 50' PUBLIC ' ti O TEMPORARY �/ ��/ •� � t . AGC&SS h j TURNAROUND EASEME IA�RT_ATE �- > 5 p2 (SEE GR FO I R DE7AliS NSTR MENT ~� --- i ..I / . 1 / �o ) \ CONSTRUCTION EXIT / � COMbION,A"REA 1 CON _3 �.- v AZ OS / LO \ - *6 J1 f \A ,' -�`� �4 r' � -� \. �.. r , % 1 PONd, g r� VICINITY MAP \ 1 _ _" a +� \ DETENTION \ 15 PUE \ �- AI £'�� _ AREA t� / _r NEB C `_ ��. = I \ i = PROPOSED a f `\ ♦ BOYD TRUCKS & EQUIPMENT LTO X' 3OZ J ,\,GRADY N ACRE TRACT 2 ACRE TRACT \ { \ 8$30 fi4 1 � � �� ; �^ 1 50' P / �. �� ,!4 ,-�\ �- 3� \g 1 EASEMENT- / /' ' . 3718/219 \ �, 714 / C -1 \ . \ / ZONED 0-2 �\', "_-" ��,j`� y✓'��." --- \ \3, \ \ ( NOT PLATTED PROXIM O > 3 ` NOT ` � \ C' t . ✓- \ �. - AP T / O . �� ✓/i - �� \ I7E 3c A3E LIX ESMi SG P ACCESS "T! ,cam DSO •P 2511/25 & 2555/54 �JV \\ .- / ' \ _ - �- �/ /\ \\ \ - � \ \� J 300 , s'i �� .o 4 ' TOWER x �a 1 �_ -r / C owN CASTLE cT co�c ACRE TRACT POINT s 1 rr t� r p 4167 290 /� N `�`•, � ll � f EXISTING POND � { J ♦gyp s � / EX T1NG / / �/� \ \ � \ f \ ``� `L9 � 1 \ i� \ i 2d' PUE / / SO ! \ ^--• \ PROJECT L ..-- --1 TO BE USED AS 11 •^-. .^- -1 u) ` ---^' r/ S a ! y 0 1 7 \V TEMPORARY DETENTION 4 / \ 1 _ E 8460 f 1 / N 1, O OPSUC \ 2�9 ` ZONEp C -1 POND 3 > t /' ✓ PROPOSED t !! ` �- / ACCESS CI 3.79 A E STATION \\ 298, (?CA'T10�i 5(� PUBLIC ° t� / `�",' - EASEMENT '` I 121j /585 ' PR / ACEE = 00 EASEMENT A / L t ZONED C -t \ ♦ l �- G. 2 �, \ S ♦ �� = Ci / f / - NOT PLATTED `\ \ / , � `� g f l eens Prams Road \ • � f Y' Z� 1��' ` �� y � �- l\ 1 B NSTRUMENT \ CA a \ i \\� � WtV /CITY OF OL1EG£ STAT{Qtl _ r ,r s 6.78 ACRE TRACT �� 216/440 f a, : / /� \ \ \ O /� / ZONED C -1 el Exis PON€3 TFIQ L f j CHARLES D. & PATRICIA GRIFFIN �Q . ( / / /// I 1.667 ACRE TRACT (�E TRAP 6 11Ed1R � // _\ / f � / � 6294/234 NOT TO SCALE � 50' PUBLIC CE A \ ZONED C 1 PROPOSED EASEMENT 4jk TI0N CITY OF BRYAN 6.60 ACRE TRACT ( r 1940/152 ZONED C-1 NOT PLATTED 20' WATERLINE VA'ZOS TEXAS LAND \ �` f J / ULVERT CROSMG E gPttMfggalT• LLC. 1 TOLD ARRIt�GTON \ ACT GREEN S R}IR E P ASE 3 �r i r / f ( /ROAD/ S87' 1$' O$ -- 1' / / �~ HIGHWAY SIX HOLDINGS, LLC.\ !� /// ( ( _ \jJOT PIATTm CT \� , \. 20' UE P 1 -- 8830/ .,."� SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE tONAL t lp2 KERR DLD DLD JPs 11 -192 NOVEMBER 2012 FIRM # `12327 MARK REVISION BY DATE SCHULTZ ENGINEERING, LLC LINE TABLE LINE i LENGTH _ - DIRECTION Li 50.22' N88' - 02' 18.72 "E LZ 99.56' S47 42' 37.32 "E L3 159.10' S21' 26 41.10 "E L4 227.20' NQ' 53' 16.46 "E 0 128.91' N47 18' 34.85W L6 91.08' N41' 53' 2180'£ L7 45.82' N41' 48' 49.96"F- LB 44.42' N64' OB' 38.14 "E L9 114.10' N66' 50' 23.93 "E L10 46.10' SW 04' 40.71'. W L11 42.17' S29' 48' 44.97 "W Lit 41.18' N57 03' 00.95 'W L13 54.71' N81' 04' 26.10 "W L14 8D.00' S42' 31' 11.00 "W LIS SD.00' N47 2B' 49.D0'W Ll6 80.00' N42' 31' 11.00 "E L17 80.00' S47 28' 49.00 'E L18 85.22' N87' 06' 26.22E L19 578.89' ST 26' 36.42 - E L20 BOAS' S87' 33' 43.40 "W L21 100.00' S87' 06' 26.22"W L22 58.64' N2 53' 33.78 "W L23 106.52' N81' 04' 26,10 "W L24 145.28' S2 38' 37.5Z'E L25 120.09' S33' 51' 23.10 'E P.0 .E. 0' 2 P.U.E. N 10672/86 s PR 8030 5 = r N - k a z P.U.E. - 1 9 3 O ^3 r� 19 L Wf EXISTING. ORIVEW, ` Q ti I TO BE REMOVED , n��Vy 9.65 q � l 10 ACFIeB �-� : .LOTS =318- ----- 100 c Jla Q 100 SCALE IN FEET PROPOSED •+.'.}`h {•:: •.iY!•r• �,r3, "��•:�:.� •�. - .v '�•Cr. rs .:u....:.. :�- :•n.:.. •:Irn; ` +'�i/ '+I • :: ? { � "Y. /W* �� _ '� �i " s r• •' d..�,.s:�4�s;..\�• .•- ` /y �` • -f iy s ; .v:Gn =, 60 /$�` Y:tiTi••y • .vucm`Rnwc�a� r•a � `S•• F '•• '� r'C' •/" � '�.�+i�w. ` r'• 4 F�. '•v �\ � �'�': .� ,r LINE TABLE LINE # LENGTH I DIRECTION L26 87.05' S48' 06' 38.92 7E L27 17.18' N87 02' 55.72'E L28 99.84' N35' 50' 29.82 "E L29 159.39' N23 10' 09.5WW L3, 33.04' S72' 13' 06.40 "E L32 20.85' NST 35' 42.74'E L33 53.13' N1' 47' 37.69 - W 134 128.31' NO' 58' 33.65 'W L35 137.22' N48' 46' 41.58 - W L36 86.60' S76' OS' 59.78 1 W L37 222.78' S41 13' 1842 "W L_ � ■ i I n v , l� i "r rrr - 1•w PROPOSE � r, 4 3.••r r 1 w..4sW ,�`` Ivv ti "•' a 1 20 PRIVATE ^j . r .v .r. •r I i 1 r J t \ � ROSS ACCESS EASEMENT E VAKIABLE . - // CAPROCI� CI�0,5'�'I1W�G INFRASTRUCTURE IMPROVEMENTS COLLEGE STATION, TEXAS EXISTING DRIVEWAY LOT 4 TO BE REMOVED BLOCK 1 , Curve Toble OLD ARRINGTON ROAD PAVEMENT TO BE REMOVED RADIUS DELTA TANGENT CHORD CHORD DIRECTION Ct 231.52' ' � it � �` g� I .,; �l WON1 r e� 02 \\ 500.00' 014' 15' 16' EXISTING DRIVEWAY LOT 4 TO BE REMOVED BLOCK 1 , Curve Toble CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION Ct 231.52' 425.00' 031' 12'46' 118.71' 228.67' Sl B 15'00 "E 02 124.39' 500.00' 014' 15' 16' 62.52' 124.07' S40 "E C3 269.76' 500.00' 030'54'19" 138.22' 266.44' N71'3V46'E 04 265,12' 300.00' 051'12'26" 143.76' 259.29' N61'26'43 "E C9 27.95' 500.00' 00312'10' 13.98' 27.95' N85 010 241.75' 500.00' 02742'09" 123.29' 239.40' NSWSW41'E C17 517.70' 710.00' 041'46'40` 270.96' 506.31' N6626'06'W CIS 76.42' 800.00' a=28'23' 38.24' 76.39' N4&87'07 - W C19 40.51' 794.99' 00755'10' 20.26' 40.50' N3&41'19'W C20 298.81' 440.00' 042'48'06" 158.76' 291.91' S1 8'44'64"W C21 41.73' 25.00' 095'38'03' 27.59' 37.05' S8757'OB"W C22 631.78' 840.00' 043'05'36" 331.68' 617.00' 1 N6646'38 - W PRO,PECT TBM 1 BENCH MARK N 10168443.49 NOVEMBER E 3577106.88 CLir, I ELEV. 305.03 (COTTON SPINDLE) TSM 2 N 10188122.96 ©REQ. E 3577289.94 ELEV. 298.49 (COTTON SPINDLE) TBM 3 N 10189452.92 . 02 M PL E 3578383.29 ELEV. 310.40 (60 0 NAIL) TBM 4 N 10189573.92 � E 3578718.91 ELEV. 311.44 (00 0 NAIL) CAPROCK CROSSING PUBLIC WAY SITE PLAN ELE� NOVEMBER TOTAL AREA = 62.52 ACRES CLir, I 1CATE OWNER /DEVELOPER: CAPROCK CROSSING ©REQ. QED BLOCKS 1 2, & 3 s. [3 1' 02 M PL GREENS PRAIRIE CENTE +26 DEVELOPMENT, LLC. PHASE 2A LOT I BLOCK.5 � r 31 A. BABILLE SURVEY, A -75 S.W. ROBERTSON LEAGUE, A -202 NOT F 0 U i E :� j COLLEGE STATION, BRAZOS COUNTY, TEXAS _� • •• -. _ �y ry 1 n LEGE✓. rl�Xr SCALE: 1 " =1 QO' NOVEMBER 2012 OWNER /DEVELOPER: SURVEYOR: R EVIEW D P 13RAZOS TEXAS LAND BRAD KERR, RPLS N0. 02 M PL ANC E DEVELOPMENT, LLC. KERR SURVEYING, LLC 1203 UNIVERSITY DRIVE E. COLLEGE STATION, TX 77840 409 N. TEXAS AVENUE BRYAN, TX 77803 DEC 2 1 0.12 (979)307 -0321 (979) 268 -3195 ENGINEER:. COLLEGE =NATION SCHULTZ ENGINEERING, C. E NG I NE I N PO BOX 11995 COLLEGE STATION, TX 77842 {979)764 -•3900 rm Now SCALE REMED 0%. R VERTICAL N/A HORIZONTAL DEC 1 2012 PLOTTING SCALE: 1 "( �'tILENA CO L LE GE �"i�.as.. a ' --- DEVELOPMENT 3 If,. S V .S ".s ry 1 n LEGE✓. rl�Xr SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, I.I.C. THE SUBJECT PROPERTY IS CAPROCK CROSSING BLOCKS 1 -3 & LOT 1, BLOCK 5 GREEN PRAIRIE CENTER PHASE 2A. PROPERTY IS ZONED C -1, AO AND OV. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 21.30 ACRES (927,828 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANALYSIS 1S NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 032SE, MAP N0. 48041 CO32SE. EFFECTIVE DATE: MAY 16. 2012, 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTIONS FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERiZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12. NO PAVEMENT SHALL BE REMOVED FROM ABANDONED PORTION OF OLD ARRINGTON ROAD UNTIL TURNAROUND & SIGNAGE HAS BE PERMITTED AND INSTALLED. 13. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 14. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF. WAYS, PUBLIC ACCESS EASEMENTS, AND ALL PROPERTY DISTURBED DURING CONSTRUCTION. 15. CONTRACTOR TO CONTACT BTU 24 HOURS PRIOR TO CROSSING BTU EASEMENTS & UTILITY LINES. WORK NEAR BTU UTILITY POLES MAY REQUIRE TEMPORARY BRACING PROVIDED BY BTU AT THE CONTRACTORS EXPENSE. BTU CONTACT: MARK TELG (979) 821 -5930 GENERAL. NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED, DIG TESS: 800) 344 -8377 ATMOS ENERGY: 979) 774 -2506 SUDDEN LINK COMMUNICATIONS: (979) 595 -2429 VERIZON: (979) 821 -4770 2. -IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS i VARIABLE WIDTH VARIABLE WIDTH 3" MIN. 3 MIN. „ N fi 3" MIN- N tp I ST ST�` to D 3500 x 3500 2 _1/ C91 3" MW. 1" MIN. 3" MIN. 1" MIN. Background- Green Type III or IV Reflective Sheeting Letters- White Type III or IV Reflective Sheeting General Notes I. At( names assigned to public streets within the city limits shalt be unique and not be .. • EDGE OF SIGN NEAREST TO THE FACE OF CURB Identical or similar to any existing public or private street name. The street name must z' MiN, Damascus N 35Gp OR THE EDGE OF PAVEMENT, WHICHEVER IS be approved by the City of College station and shalt not be named after any living person. APPLICABLE SHALL BE A MINIMUM OF V FROM �- THE EDGE OF PAVEMENT OR FACE OF CURB. THE 2. Street name signs for public streets shalt be manufactured with a 0.125' aluminum sign EDGE OF THE POLE SHALL BE A MINIMUM OF 3.5' blade, measuring 12 Inches in height. FROM THE FACE OF CURB OR EDGE OF PAVEMENT TO ALLOW FOR 36" STOP SIGN. *3.5' MIN. 3. Background sheeting and legend shaft meet ASTM D4956 Specifications for Type III or IV sheeting standards. SPACE FOR FUTURE REGULATORY SIGN 4. Lettering shatl be 6- inches on a 12 -Inch sign. f 5. Lettering for street name, the secondary suffix and block number shalt be Clearview Font 2 with 100% spacing, Modifications can be made with approval from the City Traffic b WEDGE Engineer. - TUBE SHOULD BE (LUSH Z TO 1/4" ABOVE GROUND 6, Street name signs shall be at least 24- Inches In width, but no more than 60- Inches. FOR REUSABILITY 3" 7. The Following abbreviations shalt be used for all suffix abbreviations Alley -ALLEY Height -HT Road -RD Avenue - AVE Highway - HWY Square - SQ Boulevard -BLVD Hitt -HILL Street -ST r Circle -CR Junction -JCT Terrace -TERR County Road -CR Lane -LN Totlway - TWY TUBULAR 4 ' Court -CT Loop -LOOP Trace -TRACE SOCKET Cove -CV Parkway -PKWY Trall -TRAIL Drive -DR Pike -PIKE Way -WAY 4" max i 2" Expressway -EXPWY Place -PL F Freeway -FRWY Plaza -PLZ M 04 a , TZ" MIN REFER TO TXDOT DETAIL SMD(TWO -08 FOR 24" MAX GENERAL WEDGE ANCHOR INSTALLATION 8, Cardinat directions should not be used as the primary street name, If a cardinal REQUIREMENTS, MATERIALS, AND HARDWARE direction Is used it shall succeed the primary name (e.g. CARLL LANE NORTH). The fottawing 7'x1/2 DIAM. ROD USE WEDGE ANCHOR FOR LOCAL STREETS ONLY OR #4 REBAR abbreviations shalt apply ; y' USE TRIANGULAR SUP BASE FOUN CLASSIFIED S ON ALL STREETS North -N South -S East -E West -W CLA5SIFIEO AS MINOR 12 COLLECTORS AND LARGER Northeast -NE Southeast -SE Southwest -SW Northwest -NW n(s) shat( be mounted on a 2 3/8' (O.D) bronze pole using post ca and REFER TO INSTALLATION DETAIL REQUIREMENTS. FOR GENERAL 9, Street name sign(s) STREET NAME SIGN DETAIL g P 9 P P SUP BASE INSTALLATION REQUIREMENTS, MATERIALS, AND sign tee. Location of pole shall be approved by the City Traffic Engineer or designee, HARDWARE USE TRIANGULAR SUP BASE FOUNDA71ONS ON ALL 10. Street name sign poles located within the Texas Department o Transportation STREETS CLASSIFIED AS MINOR COLLECTORS AND LARGER Right -of -Way as well as in City ROW on streets with a ctassification of minor collector and larger shalt be Installed using a Texas universal Triangle slip base system according to TxDOT Standards SMD (SLIP) 1 -02 or most current version, Street name sign poles located S S T A N D A ! \ D within the City ROW on streets classified as local street shalt be Installed using the Wedge Anchor System according to T %DOT standards SMD(TWT) -02 or most current version. --- .- -..__, L..a. -1 r__ 4.L. A -_�_� _.._a. _ CITY OF CQL_I_FGFF STATION VARIABLE (50' -70') PUBLIC ACCESS & PRIVATE DRAINAGE EASEMENT (SEE PLAN) VARIABLE (25' -52') B/C TO B/C EASEMENT (SEE PLAN) EASEMENT MONOLITHIC CURB 6" REINFORCED CONCRETE (28 DAY STRENGTH =3500 PSI) I TYPE "D" JOINT 3% SLOPE ---� OPTIONAL SIDEWALK SEE 5' CONCRETE SIDEWALK A� A�STAIL OF �. 2 " O.C.E.W. 6" A LIMIT #4 BARS @ 18 COMPACTED STABILIZED SUBGRADE (98% STANDARD MEASUREMENT (MID SLAB) I ASTM D -698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND -I-4% OF OPTIMUM EXCAVATION & ) STABILIZATION. 'I'YPICAL PUBLIC WAY SECTION REINFORCED CONCREIE PAVEMENT j j - VARIABLE (30') PRIVATE ACES EASEMENT - (SEE PLAN) 24' - 28' B/C TO B/C EASEMENT (SEE PLAN) EASEMENT c MONOLITHIC, CURB 6" REINFORCED CONCRETE (28 DAY STRENGTH =3500 PSI) I TYPE "D" JOINT 37- SLOPE --� LIMIT OF - • 2' 4 BARS 0 18" O.C.E.W, 6" COMPACTED STABILIZED SUBGRADE GRADE (98% STANDARD MEASUREMENT I - FOR ROADWAY ( MID SLAB) ASTM D -698 AT A MOISTURE CONTENT BETWEEN EXCAVATION & 0 AND +4% OF OPTIMUM) STABILIZATION. T 1 ''(J'� 1 ICAL ACCESS DRIVEWAY SECTION REINFORCED CONCRETE PAVEMENT 11. Sign Mounting brackets shalt be 12' long bracket for flat street name signs. DEPT. OF PUBLIC WORKS TRAFFIC ENGINEERING PUBLIC STREET NAME SIGN All roadside sign installations must conform to the federal standards outlined in the 2010 Manual on Uniform Traffic Control Devices with respect to height and © City of C011496 station Aa9u0t 2007 lateral location. The City Traffic Engineer or his designee shall approve the REVISIONS 09/11/02 location of all street names Signs, 8/14/07 DATE DESIGNED DRAWN CHECKED '08/01/12 08/01/12 TR DPB NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE BEDDING SAND -CLEAN SAND -ASTM C33 DRAWN 3 -1/8" MINIMUM THICKNESS JOB 140. DATE ADJACENT TO THE PROJECT SITE: j DLD PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND 11 -192 NOVEMBER 2012 BEDDING SAND CEMENT STABIUZED SAND SILT FENCE AS NECESSARY. 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. r 3• 3' A 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION CAPROCK 2" AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS STANDARD SPIV_ CURB .AND AFTER EVERY RAINFALL EVENT OF 1/2 OR MORE. THE CONTRACTOR SHALL SiGN NOTES: STANDARD SPIV_ CURB REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE 1. PUBLIC STREETS SIGNS SHALL HAVE A GREEN BACKGROUND WITH WHITE LETTERING AND NOTE; p PUBLIC l/YA a •CONSTRUCTION OF THIS PROJECT. PRIVATE STREET SIGNS SHALL HAVE A WHITE BACKGROUND WITH BLACK LETTERING. ` USE #4 CLEAN SAND 4.' THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR CONTRACTOR TO VERIFY WITH OWNER ON PRIVATE STREET LOCATIONS PRIOR TO - - - ¢ BARS NOTE: ALL CURBS 6" IN HEIGHT 150000 REQUIREMENTS FOR CONSTRUCTION SITES. ORDERING SIGNAGE.- UNLESS NOTED OTHERWISE USE #4 CLEAN SAND 3/4" X 18" SMOOTH TYP�C�, C DETAIL 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER EXPANSION DOWELS CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED ;.•t • :_: , '....,., ';:. = .; _ �: ,• N.T. AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN /COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. CONCRETE CURB AND GLITTER PER LOCAL STANDARDS 7. 'THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. G EOTEXTILE TURNED UP AT SIDES SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS TO ESTONE CONCRETE PAVER STYLE &COLOR 8. THE CONTRAC -TO BE SELECTED BY OWNER IS ESTABLISHED. PAVESTONE CONCRETE PAVER STYLE &COLOR 2 -3/8 MINIMUM THICKNESS TO BE SELECTED BY OWNER 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS BEDDING SAND -CLEAN SAND -ASTM C33 DRAWN 3 -1/8" MINIMUM THICKNESS JOB 140. DATE ADJACENT TO THE PROJECT SITE: APPROXIMATELY 1/2 TO 1- DLD JPS 11 -192 NOVEMBER 2012 BEDDING SAND CEMENT STABIUZED SAND 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. COMPACTED BASE MATERIAL. . APPROXIMATELY 1/2" TO 1" CAPROCK 4" MINIMUM THICKNESS STANDARD SPIV_ CURB STANDARD SPIV_ CURB .' NOTE; p PUBLIC l/YA ` USE #4 CLEAN SAND NOTE: - ... TO FILL IN AROUND TOTAL AREA USE #4 CLEAN SAND Y:.: `'``, ;', ; .: PAVERS. " p TO FILL IN AROUND PAVERS. ;.•t • :_: , '....,., ';:. = .; _ �: ,• ROCK �!1( R��.rt� ..,, ,•i " ''- "; 6" REINFORCED CONCRETE BLOCK ,'. EXISTING SOIL SUBGRADE 1 GREENS PRA I II 6" STABILIZED SUBGRADE (98% COMPACTED SOIL SUBGRADE 1 11 STANDARD) ASTM D 698 AT A PHASE 2A L MOISTURE CONTENT BETWEEN 0 AND A. BABILLE _ �Ii 4% OF OPTIMUM. S.W. ROBERTS01 TYPICAL SECTION - CONCRETE PAVERS FOR MEDLANS �` �.�� I II COLLEGE STATION, 8 N.T.S t EXISTING SOIL SU BGRADE TV1PT A T GI~ il"TTnT�,T _ 0 n?KT01'> 7H'P1 D A Ar s D C 77r11> C Trwvv ON REINFORCED CONCRETE PAVEMENT N.T.S. OWNER /DEVELOPER: BRAZOS TEXAS LAND THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE N0, 109835 NOVEMBER 2, 2012 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB 140. DATE KERR DID DLD JPS 11 -192 NOVEMBER 2012 ,NAM. �.7k• f......f..... c� DEVE.. L. OQYEN ................. f s 1098 r s� t it. �` �oLjfL FIRM # 12327 SCHULTZ ENGINEERING, LLC CAPROCK CROSSING INFRASTRUCTURE IMPROVEMENTS COLLEGE STATION, TEXAS m G A Y t fAm - - - - - - - - - - - - - - - - - - - - - - - - - - STATE E#LMAY 40 - WMM - 7.50 1 ' - - - 1260' 11.06' (WILLIAM Dl FETCH PKINY) 1[ 52' 092 - �36123' EASEMOLT BLOCK ACES N64 08' WE N36 13' 072 - 431 A3' BEAMS: N41'3Y70'E N41' 52' WE - 36123 N41 5Y jj 0��'ggE88 - 135.96' N41' 53' WE N4I 48' WE 44.42' I N41' 53' 21'E - 406.9 - I 6667.43' CIT OF COLLEGE STATION VARIABLEIWIOIN K 91.08' 45.62' Z Z.3Z. - I I CPS MON. 149 - PUE NOT I-7.5' S72 13' 082 ? ? ' !0 ' N H6•� 1 D9c Bk 1D1 PS DETALC WITH I / ��PLAT K. - 01137765 OR 71003 2O PUBU1 N86' 07 WE . p1 33.04' 2s-. BEARS: N41'33'10 - _ - 1 50 . 22' 69 I n ' ^' ` !) 686743' CITY OF 100 50 0 100 - - / EASEMENT N01 47' 38w 4 7 COLLEGE STATION I I EASEMENT . 1 10 0 GPS MON. 149 SCALE IN FEET - 53.13' �� MST 35' 432 10' PRIVATE ' WE / LO A BLO ^ I � � DRAINAGE EASELENT N4O 2 }' 512 I �Oa1 I /1I 1 m 20.05' _ 10' PRIVATE N25' 14' 182 / IM ACS • / S4T 18' 351 m F .6 LDT4 DRAINAGE EASEMENT 1 r 139.91' I i f? eLOac 1 1 X286 20' PUBIC �3 OD4ACFES - ," =.� ' - - �s6 czH7 I �. % - C276 >n3. � 3 \ u Eam TM AENT 1 VARIABLE MOTH / ^ 126' PUE ��1 NOO 5] 59w 1 ��2 // 1 I N31 18' IH'E - 1�.)��• 1275 I /' ` 2814' WE I ��T PUE NOT CONOE NOT YED CCNV'YEO 10.37 1 \S 2T' N51. 16' BY MI5 PLAT n 1MM M15 PLAT n N2j� 0' C27 I H•E 135.)4• / / 121.66' 1 11 3.91' �� -1' N07 53' 34w f I « o / LOT 1 � 1 H2O / 20.17' C272 N25' 14' 182 76.92' / LOT 2 `�• 2 �N'�O 161 �1 - 10.72. / / 70' PUBLIC L � \ UnUTY / \3 UTIUTY EASEMENT ]0' PUBLIC 20' PUBIC 10• PRIVATE 20' PRIVATE DEFACE UnUTY EASEMENT SEMENT DRA INAGE R DRAINAGE ryb i 1 LOT1 EASEMENT ' I I G S 1O PUBLIC 20 PUBLIC BLOCK 3 m 1 a UMITY "> UTIUTY I 20b6 ANA n '� SBT 33' 43w 502 53' 34E - S37 32' 'E EASEMENT a 12.20• (,� EASEMENT Q7 I 90.88' 1 LOT 1 9.03�� _S H' ' 1 1 88.]9' f 1 � \ I \ L OT 3 9.85' 20 t 3T 42E PRIVATE 44.58 SOCK 1 \�k. 20.0 9 ' 30w B I I a / A� / N41' 13' 182 - 198.60' 20.0' MAC 2 DRAINAG 10 41' 1 3' 16w - 22x.78' 1 0l SBT O6' 26w 1 e.i ACFFE EASEMEE 9 NT -95' 22.24 b 1 SOB' 29' 49w 100.00' 99.2 ' 012 76 �� 10' 1' 30. 49.72' . I H 1 i 3956' 22.fi1' 6` 587 33' 43. 1 545 49' 06 u � �u 1' "1' 13' 162 - 208.78' 1 502' 25' 002 20.00 \ 20.09' n y^ 33.39' N07 53' ]4w S. / N76 09' 002 S83 31' Sow - LOT 2 I a `� -64 \>g• 67.88' 30.59' 1 1 S54' 09 WE BLOC K 3 NOT 2 }' 46w 1 1 48.79' I 0.15 ACRES I 17 01' I ^a. S > A \ 2fE BUG $/ry / 576 09' 00w 554' 01 302 1111 T n {pg g44TI I N07 53' sow "! 2n' R B8.fi0' 29.05' I 1 n PCR DLRALA 1� ^ o{ ]e.az' SET 35' 00w \"� /g _ NW 29' WE ` 9• 1 11.99' 20 `Te• ' 39.69' N01' 46' Kw \ LOT 2 S39' 14' 522 I S2$7 14' WE ° n I ti ti 16.93' �\ \ X10 �• / BL 1 67.1!l 67.10' cam`, _ A � 10' PRIVATE I 6 DRAINAGE . !�\ EASEMENT .y> 20' PUBIC S26 05' 03 1 UnuTY 38.x1' 1 . EASEMENT 526 0.5 0.72 35.56' NJB 50 1B'EJ 1 10.67 N8T 06' 262 9P ' .22 a�� ^9 S37 32' 532 1� _ 69.03'' +f ' 1' S37 44' 422 1 , i BLO 1 20 PRIVA T E Z ORAINAE 6M ACF EB EASEMENT I R 1 1 1 { 4i ti nI IN S43' 49' WE - 1 S43' 49' WE �O 99.21' 1 61.81' 50 25 0 50 SCALE IN FEET \ \ 501' 54 WE / - S57 03' WE r 16,E \ ? ;9 . 26.05' - N29 48' 452 LOT 1 \ 221' � I FLOCK 3 ' \ N36 04 412 1 2D - %ACFEB 50 5 0 50 �. I s.96r oy. 302 I SCALE IN FEET .93 405,61' I 55' � 20.00' 347 45' 10w - y - 10' PRIVATE 2227 DRAINAGE EASEMENT N5T 03' 01w 26.10' 0.00 41.18' 1 NS I' 1 I / �r 1 5.00 : •� IH2 - 155.74' 7.15 I JJ GRADY N. ARNOLD, A. - N38' 43' WIN II -32'_ . COMMON M 4 3'� 3.205 ACRE ACT 5.00' I6' Ie2 C�87 ET\ T OINNAMEA�@R1 :L 3714/57 S27 48' 45w 1 I NJB 43' 421 133.)1• - 1A7j�� / yA1 ZONED C -1 42.17' N51• 16 162 5•�• N41' 02' oow 290 0275 NOT MTTEO S36 04' 41 1 I 15 .00 5.00' N41 02' OOw 48.10 _ PRIVATE 500 EASEMENT DRAINAGE EAS L - - - - - - - - - - - - - - - - - - - - - Nsr 18 1e 70' Pueuc UTILITY 5.74' EASEMENT DETAIL C I 21.88' j /1X 5 91_ - ~� 1272 20.17 20' PRIVATE ' DRAINAGE EASEMENT L DETAIL D PUBLIC UTILITY & PRIVATE DRAINAGE EASEMENTS T lANG1Nt OuR1E / SOt 54 WE / 160.21' ?) S7y1• UTILITY \ EASEMENT Od3A olden o,Ow dIELIMH N81 04' 26w 54.71' 106.52' 349.67' M6m' SS,bJ1T' / 20' PUBLIC UTBJTY 591. \ S43' 45' 10w - 405.61' NT>'49b,T EASEMENT TB \'o AFEAI h/ ti �' N/F BOYD TRUCKS R EQUIPMENT LTD o �qN \m ACRES O _ 2445 ACRE TRACT b73e' 4640 S]S]Yle• 3718/219 ZON ED C-2 ♦ \'o, NISSebTE NOT ; e \ °• �j GRADY N. ARNOLD..M. tDO.e, S. +n T7. 3.205 ACJTE TRACT «ne' 3e3A0' \ 371 4/57 «.4Y 93513't \ ZONED C -1 NOT PLATTED 3905 \ ,« 2PUTTED 0' PUBLIC U nUTY EASEMENT N44'N'4+7 PUBLIC UTILITY & PRIVATE DRAINAGE EASEMENTS T lANG1Nt OuR1E / Ipcnl 930x5 Od3A olden o,Ow dIELIMH a >t ,n.>e' M6m' SS,bJ1T' 19,.77 lees' NT>'49b,T RR tM.eS' 413A0' �' 190.M IeSN4' MJf,!'IK b73e' 4640 S]S]Yle• 1464Y ]N.M' NISSebTE ]AA' .9.99' Os,'OY3Y tDO.e, S. +n 15543'017 «ne' 3e3A0' 07eV1'W «]e' «.4Y 93513't 3«sY 3905 Svw'33• ,« 97.% N44'N'4+7 9D>s a.r .e3m 9w9.•,s z16r 47.e5 9q«b,T 9m .. m m00' 97734'16' W x,' J,.4J' s3T C]ll 43SY 4xi09' d,ew't6• S «' '317 cDSS m7r mm «7vb,• ,,.m �• 11,9ae•x`9 2,1Jr 3,0.90' WttJ01' 197A,' 1,9A1' ,o5 .T ,els' H309 015017D• elOT 136J1Y Nv,3'IK 4,.,9 44b.90' OSt'01'3J• ,y3e' 3]0.15 MA43'O1T Cbp ,3.99 3)414• 0 111 7.39' ,SOD' N,530'p9T CT3 «.99 ME 3.1? 433,' 9e545,07 .14 SI.A' - 40.0p' «51s'SY 1B.7r xi6T MOM',01 C1,0 ?7.tZ 6109' 0 4'«'% ,,.,Y m95 SN41',IT 0.1te t9.3Y 7S9D' ot4'«'% 9 ,e.45 sw4Y„T W17 ,.1s „399' 9Drn,r 7 476' s4r05317 o1e ,m09 a9s.r,r 7 ,.95 z9b1T L ' �N ) PROPERTY BOlIHDP1TY LOT UK ADYGEMT PROPERTY BOUNDARY Q PROPERTY CORNER ------ - - - - -- EXISTING EASEMEMIS - - - - - - PROPOSED Puew UTRIIY PRVATE DRANAGE EASEMENTS PRVATE ACCESS FASUM COLLEGE STATION CITY UNIT LINE LEAGUE UNE - - - - - - OVERLAY DISTRICT LINE .. .. .. PUBLIC ACCESS EASEMENT — — — — — — — — — — — — TE HOHFaTPKWY) 40 • — — — — — — WGi AY — — ew war a,Aa/aA (VIL D. a• Ae , T.x wr ar z,t - ba.w' -- - - - _-- -_ - -- - - I;ae13: I I I I I I I --------- I I ------ - - - - -- - - - - -- wrm'21•E - - 1 - ,mrne r Frt .bon – --- - - - - -- I II I I I II I I II I I I Iii i I i i u � I ,arnECmmrx I I I I I I nano I I II I I E maT I p I I" II m r.r , � .ou - I - I I I ,�� I: IIF I I I I I I awnTa � I� II' I I I 50 25 0 50 I IIw I 1 1 I I SCALE IN FEET 3r T I II I a,v/ab a m7/3o: I Ih I I I I I I I �� uIr I ...nm • mnb I I pl �I I +'ll le I LOT I - BLOCKS 2D.58 AGE al I gll la I I I IR q g �� I �q I oe• ,A•E 4I-r . 11' ' I I I I ws sr b•E� t.Y:J DETAIL E W E a„anTa 3o w maanss . mnA PROPERTY BODNDWY LOT UW ADJACENT PROPERTY BOUNDARY OO PROPERTY CORNER _ - - - - - - - - - - - E%ISRNG EASEMENTS — — — — — — PROPOSED PUBLIC UDUTY PRIVATE DRAINAGE EASEMENTS PRIVATE ACCESS EASEMENT T� I� COLLEGE STATION CRY DIAR LINE LEAGUE U OVERLAY DISTRICT LINE • PUBLIC A=m PAmsArt DETAL E --\ BTATE HIGHWAY 40 (— — — — — — — — — — — — -- w. — — 4— — — \ (WLLAAM D. FTrCH PKWY) FLOCK 1 r — — — — — — — — — — — ,' orE - .,,.•3' - - w a3' OB4 - M,TY I AGES - z,•E - .oaw• - - - a„ - - - s., a3 oeir _ ,wee• - - -- - - -r - -1 . \ . m n[ BEARS: Na,•33•,G'E w, m - - - - - - W \\ / / 1 amok X7.43' CRY OF GP u ws. Doc P•k Vel Ps d I 01137765 OR 11003 38 4 abon / II I soon w E I d I weoi, I I - -- - o � II j / j Nar so' ,wr'" I I I I r «�T I i d l 11 I 1 l i --TIT , I I T 100 50 0 loo �, LGT I I mrws/Mat�wT wE sB,UAT I I ' SCALE IN FEET �% /// ,P R IvE ,°°3ana BLOCK1 I I ACFM - — a,M I I/ I^ LOT 3 BLOCK i IM AGES I sn LOT 2 BLOCK U12 AGEB — Lo; — I I I BLO 3 I I I w7 $i r ir fi .��r / / 21156 ACIPIE II I I? I aa va« / r� �i I I -" sbon Sri fi 9'� II ,asanm.mn.a �I 11 if I //\ ri // / /fi LOT II al ;I �I T w /�/ p'i�/ /' /' BLOCK2 II cl nl�f , rna I // \ ri 6MA LOT 2 I I I 9/p i BLOCKS U15 ACCES I � DErAI.e9 DEAL O — l I — ` I F'cr /r M1 - COMMON I — / n a aT dW EA� TI g N/F 1B2 ACHES s" / / BoYD TRUCKS k EO IPMENT LTD I 2/i5 ACRE TRACT 5, 3718/219 ON C-2 NOT PLATTED Nsr ar mW . r — — — OETAL F mr As' Ar GRADY N. ARNOLD, JR. 3.205 ACRE TRACT 3714/57 ZONED C -1 NOT PLATTED o I I � I w I A � I I I m� .man 1 I I I I I I I I I I I I 1 I 1 EXISTING EASEMENTS - ,� II I I q I �/ , 3;,zsa ,arnECmmrx Nsr ar mW . r — — — OETAL F mr As' Ar GRADY N. ARNOLD, JR. 3.205 ACRE TRACT 3714/57 ZONED C -1 NOT PLATTED o I I � I w I A � I I I m� .man 1 I I I I I I I I I I I I 1 I 1 EXISTING EASEMENTS LOT 4 N/F w CERTIFICATE OF OWNERSHIP AND DEDCATON CERTIn TE OF OWNERSHIP AND DEDICATION BLOCK I WELLBORN SPECIAL CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEAS ) STATE OF TEXAS Pr D. FITCH PKWY 004 A STATE HKIHWAY 40 - WLLW A UTIUrY ZIAC STATE of TEXAS ) ) CFEH REM. 0. T AC. TRACT FUTURE CONVEYED PTE OS COUNTY ) COUP 0 / 0 BRAZO ) �W YAII� NOT CONVEYED 'MAN 3991 /197 COUNTY OF BRAZOS ) Tt! O� 100 50 0 100 THIS PUT 20fEED A -0 I a WNlbom Speoial UURy o S1.�i� d M. Ismail, Iividually o aPresident dent a Saim Diatri tdN. of ma land shown this plat. nd oevMOD•r of the IoM shaven on ml. plat, d tl naed END CONTROLLED SCALE IN FEET Salim nd TABLE / =R. LLC. m• 0. .1 partner no of Brazos To.- Land ono t D ne cin Lot 4 Block , s I , Ci d Main °• IM at 2 (flock J to one G f CoNe9e otbn, BEGIN CONTROLLED ACCESS UNE VARIABLE deygn° ° y y ° ACCESS IJNE NO VARYING 'MOTH (ND WIDTH PUE 7.5' PUE N/F Devebpmen4 LLC• owner and develow of the land shown on c0", Station, Te.oa, aM whose name is sumcri hereto, T- and -- no- is sWmriled Mreto, hereby dedicate ACCESS ALLD BTU EASEMENT ACCESS ALLOWED NOT LONVEYI9 / WELBORN SPECIAL this plat, ono tlmlgnaeo T - os me Capmck Crasaing to hereby deQ ate to the ux of the Public forever all streets, to the ux d ms puaie 1ore.+r all stle•b, aBSys. parlu, 5148/289 BY 7)mOT) N1M THIS PLAT UTILITY DISMICT the City d Cottegs Station. Te. forever ad streets, alloy', pork, a., and whaee infrastructure, alleys, garb, 9-W-- infrastructure. easemeaa. and public 9r9-- idreawaae. eaxmma, and pudic plxes BY TIQIOTj / subscribed hsMO, hereby dedicate to me use d the Public plooea thereon $hown for the purpox and crosioraYgn thereon atawn for No pUrPaae and conMOsration therein gresnways. therein e.p-od. Ai such tledicaiona 'hall M in fee simpb e gP-ad. All such dedication. hall in lee i s M smple r- u aements, and W1W places tMreon f« "' purpose uaeu e.pr t,, provided otMn«ie•. e.-,y provided ot-iss. --4 - ' - EARS: N41 1 ,n (u Brat y idaE c ' B and on therein eaPreaxd. dedimtion - - - - - - 6667.6]• M 1 exprex pr erwiae PUE 7o' PUBLIC A INAGE. \\ +�.` COLLEGE STATION • -- -- - �I - _ ___-- -_ -_ -_ __ - �� - - - - - -- PRIVATE DRAINAGE. O LLEGE . TIO -I I 3' k LA EASEMENT I 1 / I I 1 1 1 1 6460/1 II 20' Pil TS PUE I I I I I PUBLIC WAY CROSS ACCESS salim M. Nmaa. IMividua9y and PropdxN ]o' ELECTRICAL 1 I 6460/ I I EASEMENT 1 1 + I � / EASEMENT . 1 Om Bk Vol Pa I 1 1231/378 I 1 I 30' PRIVATE �J / EASEMEN 1 01137765 pt 11003 "w I I I I CASEMENT. // N10�TF1�E 4021 /260 1 220' RU E. 10' PRIVATE DRAINAGE I 1 1 1d PRIVATE DRAINAGE P.U.E. / STATE OF TEXAS ) STATE OF TEXAS ) STATE OF TEXAS ) BRAZOS TEXAS LA I EASEMENT I EASEMENT / , 10672/66 LOT 1 ) ) ) DEWLOPIJENT, I.I.C. I I 1 I 20' ELECTRICAL 10' TELEPHONE // FU 30' PRIVATE BLOCK 1 I COUNTY OF BRAZOS ) COUNTY OF BRAZOS ) COUNTY OF BRAZOS ) 1 60' PUBLIC ACCESS. I EASEMENT ,Massa. EASEMENT CROSS ACCESS PRIVATE DRAINAGE 70' PUBLIC =e1 1 // lBl ACFEB I Before rm de md, authaiy. on Uue da I B•fpre m m. and n mp " 519/345 ! SJ7/792 / 4 4 / / EASEMOJT Y psraom y $ ny, on t his day Personalty I ma, th M i9nW oide day pereanally uNOSCArINC 1 + 1 unun _ _ / // / appeared_ ..hlto+.n tip me b tie eM e�jq eq �u e/i EASEMENT CONVEYED WITH I i n a wraa appsortl r L�T' knawn to m• to M tn• psn°n aPpeare tanority. on t n arAd I. - d1.LiE3iL_ kno•n to m• to W theArson I EASEMENT _ • y • / r // � 73115 Put 1 wta'e - - 1 -ribed to the foregong imtrumsnt. and «na« name battibetl b the fotegoing metram«,t. and whoa. wMerieea to tM foregoing W b mwnt. and 1 �/ / g�a 1 9.BS• •° - - - I n.- egg to aer N w" a w+ uery..�Mwe ns a Tor fM1ed d ortewe�f me�, o ata�bd cane t« the p °knew - 1 e 2O' PUE 9ed �Xa lodged to me •not he e ecuted the same r« the I // • 19 Aq� > a aeo d End x e + « a nano and xa�on tai• d parpa.e aim aon.iaerotim therein I I I ��' _ i ( I 'a / _u7 Y1 � zo�pn day ° 2011 ar or �` na�,e an2 t 0agyl pn his _ her d � \h �FSt % I • I �� _ CMARANIA LANE • / • %� // / 20 . � 30' PRIVATE o i a / S7 CROSS ACCESS s 100' ELECTRICAL / • / % ;1 j' I I EASEMENT 1231 /37e / / • /� o' 09 mA°fr I an Pa Bra :a. eaan•r. Tessa t Notary Puwio. Braz°a cpaay. Taaa' Ndary �� 1 Colt r.[a. TRANSFQBQ SO' PUBLIC / / A I MEAGAN WRDFH _ I I I II ACCESS / BLOCK •` I 1 P�.. N°mrY rudlc. Sro,e of ierof MEAGAN WRDEN EAS T I L E I EASEMENT // / / 20 PUE 17 PRIVATE '� JWADOBBBBBIwI Aa. -N ANa.r - en wscwrrKw ' nr„°ec.swrea �dF 519 345 h 537 // / / DRAINAGE "^° loth De. 1016 aVrrNEC aYMSITa+ae / /A2 I I 20' ELECTRICAL / / 1 1 Yv Mr eomneEla, EApkea I / / vARAaE \ ABe J.saM I P' Ws OB, 2114 L�1 //,, I i. II y I g/ / 1� 20' WATERLIN // / / / T .EA�NT I ty Coss�rlM Fl6� z 9 t MV CanmisbnE I I 0 0!`JC3 402M/260 / // y WIDTH 8O' PUBLIC ACCESS, .. 1 CERTIFICATE OF SURVEYOR AND /OR ENGINEER m[u�srwaMRa.m,mtrvrv.TRxu ••YYII 20' PRIVATE / // / / P.UE PRIVATE DRAINAGE I 2aAB ACM I r/ t LANDSCAPE EASEMENT lZe ElEns tyro exams oESCtelrt,ox «wu mwi cenTAm nAm a ,wxo Cvaa Aro aEmc mruwTEn a rxe A a.aeJE A61YEV,AmucT xo Tf. Ain rrE s v. -ERnox 20' WATERLINE ACCESS I II ,a� DRAINAGE / 10672/66 CN,Wgµ STATE OF TEXAS ) suavEV.w,enwCTN��co,AEDE nwnaL Vwzoe caux,v. rFww'sao l0.ACr eEnm u.aACAUm IZSUACa[TSAn.AJt «AC.u fn LAN ACW[rs.t[.T wxpAU «A EASEMENT EASEMENT Y 1' I {I•(/ EASEMENT S07 5Y 34 / E cwums,N woETaw oExvmm evwp ®roaswzM TES[w cA*m oevNUrtmrr.LLCRErnoEnd WUsssl. rwaE TnwTre!prnlunlmxRernpe or eawzm 9 133 t 776 145 I I I Y B6.76 r r / 7' / 84 PUE 398 70' PUBUC ACCESS. COUNTY OF BRAZOS j tnVMY�rFxwi wu. a w cwtn o.ln wcRe TRwcr w5 pEanmm ar w uwg ro sourx aRwzus camry roLlmrtffa npE oErwRlsmrr. w. ov rnE REwlwwpeR or w cuzrn / / I I I B4aD/t > SW PUBLIC _ pEmrowA O.NwAER:ONYCO.rmAKN naov ME .IA«I„o enEra. oap,n.aawrmcaNY.EXwa PRIVATE DRAINAGE, Y 1 'i '.s A- TI eY "Tra; REMAnr«rl « A cA,.,.m m.,, ACA[ run AA Ora .: elf A ro I L agar RFyalnrn m r«,ne Tea rACE :« a ME b• / PUBLIC MAY ! LANDSCAPE EASEMENT I . I, Brad K- Registered P.b1i° Sur '. No. 4502 in fl,. nmE�ASnor NrY%o*of Rs-06C rrY, AS, AxomEAeANlamm roRnonw aclrtar- wwr «anwasmmoN ed APPIKIl h G'Ey 1I a I 2C PUE State d T,.-' -.by aervey ttthat this p a tree Ana LacA7 nFSCx ®ar m-rrswrroa°unvewa rouowa: lox OF 20 PRIVA E yp P UBIJD eOJDA oanea and «ate p ego eo f a 1 ry or t s m R them cMOS[r r urwax 1 10' ELECTRICAL EASE60' ELECTRICAL I // 22-6,' / tFAQ1E MIFF DRAINAGE AaESS \ \ t pr°wrey and mate arken a na ear.,N.mcArAeRAm Mwu+ NA- rrWtm oN rxE UamlFwsT UNr prsrAn .xwNwwrxp. «MAR,Inc TmwE.reaR I I MF71T I 1j1 / 0r BLIC EASEMENT I EASEMENT \ \ I ploeed Mar rty an d. Lor 1. a� xf. esEENSI- TUEcENrERNtw -AOmR TOT EnwTRFCaRnmmvMlnE Soso. rA ®a°o NN"rIA O I 713/522 1/466 ACCESS I I /// _ / t 7 76v.ce Awxc mesamEwn mxroawwv of HATE lnrArwwr xaarm rxEral.onra CALAIS. rIK atL Nmvcs tWrvry TEXAS LOT 1. BLOCK 5 23 - EASEMENT « PHASE 2A PEAT LOT •j 111.- EASEMENT ` 1 aew/64 I BLOCKO I' I1II /// / / eRtiss Amass �}-..1 E I- Aasini- Ofes.. ET- A Lcyrl xRAU.roNO�,+rmoxxp. ]IS PRAIRIE CENTER f ' BLOCK J / \ EASEMENT Brad K•rr. R.P.IS M0. 4502 Nse yore -AGIST ZONED C -1 1 a1Q AC7B 1 I I // / I AN¢«atwsrHTT TO ANAwkanlst momemmm w,AO: PUBLIC GMACWS I N.I• ITOT.-A par ANaaMtnra --AEtIwMrMM°M ENrwONO I / � ACCESS M1 /� / �r ALOra, lerE[ rcl-A YNARaFXF« mOOxnrESwm[ur.aEOFARRINOTONmAb. 4 171 Y 4 EASEMENT / + \ I I Rp;•�\STEa'�� NE•u lc[fw AOarwFor vzz Frsrro J.L GA-T I I v L \ y. y T�aa s.r.rsT[AwNOrrE eamaRLY r.m.a. ARMxomx mApro[wparAl+�of fr.Mr..TrowcoNn.r.RMNrar -wwr MARlmt muNO: 0.117 ACRES TAIL aL•zear.mNrIM1dGALOr+erxE SdmrERLY LmEw Anewaror:ROA°FMApmwf + c [ ofl».IOr..r TOrxE wEtr TINE Oran Alenmerax mrs: / S4S 45' f0'W - 405.61' / CELL I TOWER \.:... 8:�:�0 e1'•=... �..•. =s, / / / \ 4 A 2 ••�_ ia�1( Noo•v'IC EAIANC Txr. wFSruNE OF an ASamcrox. wnFOxwoarwecE« m. m rFiTrowCaxCU-rESMxrorwwY MAxarifgnm ON mE n°eraaty lL+Ea .•� Auaetax mwa AUn[rxo mESamrCmxea «sAmp.In ACREraACr: 10' ELECTRICAL / I I / / / ^ EASEMENT / N/F COMMON AREA 1 / •Sl1HN� H r sT w ALaNa TxE NosrNVZY uv[ « A0.RmmoN RoAO Po., w OmANt6 « Im.n F.Er ro A esAV Moxnkmvr Falxo ax rra so0rxrwsT I1he a nwr[ 5356/178 I / / / �` BOYD TRUCKS k EQUIPMENT LTD 182 ACFES 30' PUE I I \ / rtmace xn•nwE.uaxcrtESOUmewn uNEanwrE wcxwwv xo ermwoarwNte« a mfErrroAaussA+axurasNr ranro fuRrcmcnano0.nlWFSTCOxNrxa 8460/, I I L \ 2.445 AC RE M CT \ CERTIFICATE OF CITY ENGINEER swloelnAaerucrwwr,E rEn msNFS: «swmwFU]wx wArFR',uc I nmtco •i •�� // I I // ZONED C -2 /` IgPis N4nu W E CONlnm uo wEONO TIa samEAST tare HATE « HIGHWAY so. a rm A on-Eof.5.0 FTErrO A A I-I d- end rw.Na MARRfINC Tla xwrx PPP"' NOT PLA d I, City En G gineer COILnA « SMD WELl80RN WATERTMCT ATnIE IRAN'maN BETWEEN T,ESD,lrNFAn WNE «HATE XIWWAYND.eANp T1rE SOmxwF]T LmEasiATE NIa1WAYND.4: i 50' PUBUC / r/ I - I I/ / \ GRADY N. ARNOLD, M. of the City College Station, Texas, hereby c stir that this \ I 1 I \ \\ / 1 1 ^ A SubdWision Pat conforms to m• rspuiremmts d the rtana him «srEA[°xc suO rnAMSmox msAplsrANCE «w.x reEiroASre marlmveoo Faol°NARCmc are rwenrvEn coaAFR OFSAm s.ss nc0.Enuc1: ACCESS \ V y- 3.205 ACRE TRACT Supoiviaion R I b m of me CRY C Ston. ati EASEMENT I / \ M•uKaa Tx[Am /"r 37,4/57 e � a o y ab g 'rrsrwcc x as• sv zr r cnnxoarxFAty mmuulNC A) scam rRAnsmox foR A otiTANCE « I N.le rEET'm A sat pt1N sox sap fa.'xo oN Txe sourxwEEr trN[ or nArs xxMwwv xo. A \ \ I 1 I / C -1 . coNNmor sAro sn A,U \ \ I1 I 1APPR0%I ZONED MATE LOCATION �I /. ' \ NOT PLATTED nR.NCC ss. •oy sreALaxfl txE SOmxweSr ,.rve «srATeMOnvAr xo.aana AoarAx¢aTe.nr¢rrowenxN laox ROO FOUrm MAaKmo ACOMr+a+Cnsxu asuo \ \ PUE k ACCESS ESMT. / «A auan s.a ACU r0.ACn As or -¢ pre¢° ar A usn ro tawov x Auatn, m xECOmm m vctuAE lau rwoE,m of n¢ oFrx�AE \ \ I I 2511/25 Q 2555/54 / // \ \ \/ 20' PUE City Engineer nnWa x.CO.us « w euznsnncvrv. txE eneApmeR rsxAS; \\ \ I I I i. City of College Stabn n+[wci wl.oxc nE LnruMx Cm[« N, I I I /// \/ CROWN CASTLE GT CO LLC 1.729 ACRE SMO S. sI ACRE rumAxo SAm Ra4wnmEX «..m waa+WACTFm rte F'ou.owmGCws. 9 M•pan' w roRA D6TANCE «.e.lp fYeITOA x RNN,AON 0.0E FOUNR TRACT \\ \ I I 120' PUE / /% / 4187 /290 \\ \ I I I I 8460/1 // // 50' PUBUC ' ZONED C -1 3WW4rWF0RAbdnNINCEW1-FEEFTT0A-.--. ACCESS ♦ \ Z \ � I I / /iy // E T att 3�i9 R�ciTI� xn all carne^ oInANCEre- ITTET- ANarL,raONROOFOONO. \ 1 1 S / / j / ,2» /5as RaNAmoea ' a OF m�CRETMCr. nAN� lao.m rEEr m A rence coRNFe ron Fouxo oN rra EAn Lpa « sAm s.m Ac»E nUm MARXrNO Txe NmTxwes7 caDmt « sAm 1 / ZONED C -1 « \ { v t ty / /// /' Nor PUTTED CITY OF COLLEGE STATION . 6.788 ACRE TRACT CERTIFICATE OF PLANNI AND NING COMMISSION of >. mEnLarq rxe rnNNON trxE «scam fM ncRer0..An ANO SAm nFnzlxnETl «.mAO[run mRw amu:aoe ails FFETroA•A trycN Oar salt m,Rlp 1216/440 [� 7Jj xoRn wesT xe «w CAIJFO Amas ACRE Tum ws HE we er A xEn ro nW a crouAa[ nA uN 0.E vsrep m vat uea Isla Twee e « re aFtx u •/ ZONED C -, I Ct1:K�t - C. Q \r3 Charman mums Co_ E NO ROw A A - iwvwFCO mw u�na f > rice zl s ixE maAC vuex � CHARLES AN I 1 : • / // ' S D. k PATRI(]A GRIFFlN t tM Planning tl Zoning Commi f ms Gty i College ��T°^CT ^s oESrnmm erA OEmrovwtaxN GLVmA I I / 1.667 ACRE CT o fat he h ereby n rBry tnin The alt io n A la cam y o _wu , a ,wt.MMa,xO,NEwmxCa,xFX «susekw.r 6294/234 me Commixian the _.§ - tlay °f rn.nts: nu•mm•wArgNC nth rap,MN MNE OF SA IO'. as ncR[iaA.T ANO SAIpzufwaETRKT.AT SrerftFt rA+awNmcx max Ran Tama a+txE EAST UxE «eon ZONED C -I 20� -_ sm nrtRnacsoN O mm .o.\p wRr:--C--- R Or sAlo s.s=mwcr GREENS PRAIRIE Axn sAm z.us AOa.nwcT.carrauE OxAUOSS eon AUaw.TUx euw faR ArmupMrwrata 1 _ f^' rxsncE: spz•sr ax na wFSrl.rxE «qn ^RUwtox aow.su.¢eE °InAx¢« mnFrEr rOA fn mar max Rm ra.^m M.wXmc rt¢so I 1 / ACCESS PUBLIC VERLAY DIS PICT anAm Axo AxE ncoR ERa sub m��mo ss ^ ad s RVRa EmER rxAa A; um msxm «swo au• I / EASEMENT BOUNDARY _ T AMU N r sr M• w oNC a OMMON rE or ro vm Aa a un xa suo m I -- UFZn EET ro o v sM Chairman II 1 / / rzaep c - t. Abe«. Ni lars wE mwnanroee V AcREAauxo.MOe[of LFss.Aaam\EYEmm�ffOealAm. REwRmo traTrA+a,RAN xEenNOeAtF„O x nRmNOrOl wsFnAm.IS,eOtAOM <..f maERrAnm NmO xAf. I 1 / COLLEGE STATION CITY UNITS LINE CITY OF BRYAN msuarnoxs .. aESaaonda Nat aNrxtaNf ROE ur (rla.0 ll. mwrlwt FAEX Leo ,cosssf tsFEnlvX Pa[ ur te m NH>� nH�nnx�m a �p� core.oxq roMC wA,. ,tat rNwre I.tw¢ fAgND,a QIL a MNMAaxO n aE 8.8E ACRE TRACT t. W 20' WA1FStLINE / / \ 1940/152 ZONED C -1 2 E EASEMENT NOT RATTED a CAPROCK CROSSING N/ \ \\ am°^m R �nppfi SAY CERTIFICATE of THE COUNTY CLERK BERNADINE LORINO YOUNG 640 ACRE TRACT \ LEGEND U E A LLxa x a am alt 1243/766 \ STATE OF TEXAS ) PROPERTY BOUNDARY ON A -0 \ NOT PLATTED \\ auaz ma m ,rt LOT L AAMCENT PROPERTY BOUNDARY t. /f. werEra Ara AxaE wIN¢ As RraAAn ,xc sleoASmr m REwAAlaxs « T,E rnY « cau '.E STArron' Q PROPERTY CORNER VICINITY MAP ------ - - - - - - EXISTING EASEMENTS - - - PROPOSED PUBLIC UTILITY k PRIVATE DRAINAGE EASEMENTS PRIVATE ACCESS EASEMENT BBBBBBBBBI COLLEGE STATION CRY UNIT UNE LEAGUE LINE - - - - - OVERLAY DISTRICT LINE .. - .. .. PUBLIC ACCESS EASEMENT 'Art / tFIaIN aFIA T TNaflrf ham a1a0 DMtld C, 2SI- .m.op' ml'1T.r ++6n• 2asor nrtroot ,N3' Sp0.o0' a, sYJre• g +r t...OT xrYO+4 2.ATy wpm mpx'+r +sWaT xr+-as•.a•e ]ee1T ]0o.m Osma"a• ,aLM xrYJ.a'E B 3 « s rat ww.IC A �from� xE,s . or f e f of Axp FRNAn: rccESS E- nnM�Kr a�NAreaRa s F.W a�alma fwmlEM msuarnoxs .. aESaaonda Nat aNrxtaNf ROE ur (rla.0 ll. mwrlwt FAEX Leo ,cosssf tsFEnlvX Pa[ ur te m NH>� nH�nnx�m a �p� core.oxq roMC wA,. ,tat rNwre I.tw¢ fAgND,a QIL a MNMAaxO n aE FINAL PLAT �re AttFxs eA56xMS eu a rr 6•rr ,m oxo.n pa tNE rROrixn aAax s CAPROCK CROSSING _ _ am°^m R �nppfi SAY CERTIFICATE of THE COUNTY CLERK 34.944 ACRES < E UNan uEenw I U E A LLxa x a am alt a 0 E 4 °^x r a au m s- trE " cR K er a E R w Roos AT Au I« STATE OF TEXAS ) BLOCK 1, LOTS 1, 2, 3, & 4 M auaz ma m ,rt tat, Ram err m' :e'w + t. /f. werEra Ara AxaE wIN¢ As RraAAn ,xc sleoASmr m REwAAlaxs « T,E rnY « cau '.E STArron' t: „ts a.r.z m to seer NT a 's e. wart ,yNpp,a sNaex sag IJNenrs. BRAZ e COUNtt OF OS BLOCK 2, LOT 1 u 'si sat• a aZ u3 ,Data" a a• is" 7. TlE Foua as umorrs ro rmY m this wl«rxrc satyr NEREmk I, - ft � o�' J .County C"' in aM f« ii c-dy do hereby certify mat this Plat BLOCK 3, LOTS 1 & 2 u aract .p ea" ,et ,eon• - AV ts4 - Ii are em « wNAM to /wet a61B e°"Y C0RP0R•"'°" _ " /'°° f "enticdn°n »e' Rlee far toether Na ` ith � ° °a COMMON AREA/DRAINAGE EASEMENTS 1 & 2 us ,mm ear ar 23E sal.afW ta.Rlt slsrt aoR.oRMION enn,e Y- aols- P' TrE n; In am Le M.m N.r SY ]YE t>0 nth se m mY -T sal «« t "' A. BABILLE SURVEY, Leg N. +' w arc Term as E am « 11 - a °f Brrnm. eta d T .m. in c A -75 Ud .a.T Nerall ,m .a. This - oil 3� S.W. S.W. ROBERTSON LEAGUE, A-202 l9 1141o' rlee'm M IJI a «' Sa tS ae'E ` a aaa "` " ,a""` as WITNESS m hand and W ial Sea, at m of iae in B COLLEGE STATION, BRAZOS COUNTY, TEXAS u0 .ua s'r of a•r tg sea xsr a RYE etml 2 Texas. SCALE: alt .LMT 3a M .a'« L.il g1J M' aT Hti E4ofI ] ' OWNER /OEV'LS-d R 2 0 12 ' Bras°' 7� land OCTOBER 2012 U2 M.rr xer m mfr IJa Isom' rq Y sal a saDwr6 Fm tf[ WERALL oEVUOrtExs sal m mNnMCrFD w mruurcrlon wnN tre /� L Devsbpm SURVEYdh Ln %2a" xP' act' set to ,n.a x.r V .Sr ceAIDPrIDrr « umpalxa m2 �-1L \\ LJ 5� Courrty Gerk 1203 unS Ahe E. Collp. Stall , TX 77640 Brad Kan, RA.LS. N, 4502 W Boa' .42 m' Nti Lse eem sm m sots "u � a «nE m NavAtE wo xnC A uAxewm a ,xE vRORExrt oAwrA's AszaR c-y. Texas Ken Su 409 N. Tnos s ue tlm x.T m N'tY oath x.r T' NS m Fr sa-tJ trn , nc a\rnvA avOnv+IEM au E mramlAmn w arrN ,� o pwownrT « emnalWE ta,e , �, ll„[[__ // `- `�'^�A -�L OWNER (CDT 4 BLOCK /1. WN G «n Spxlel U R DIaMa 8 raana lal " Road ( ) TX 776 91 411 95 nE oETEZrmN nth rA ram ,m n, oexsnv wu naolwr fw iaalsAan 51alel wArEn \ . P.O B°. 250 ue e3]Y tier m mt rRpu carslRUCnax a nE N.W\c +,n. WNlbom. Tx 77640 Sehulla glnee En "I'se Hng, LLC Lt• sT6m sa"mast 1 btu eE boaha x,r m mxuxclax MIx ttE oLVOnrupr of wae.IInrm OWNER (LOT 2. BLOCK 3) P.O. Bo. CWlegs Im sbee' >R II .s1 _ 13- Mnxl iXOm Nat « wAr Ase NOT NvrRYfp Br ne Tors J.L Gauf Slalon, TX 77042 S40�Ro P� G. (979) 76'-3900 SHEET I OF 5 - - - - - - - - - - - - -- . 46' 502 - - - - - - - - - - i BdTE HQAMAr �D r - - - - - - - - - - - 7 45.82' OALl2W Q !'KYIYI 141. 52' WE - 1 36123' m-w' OM AC N 4.4 DO' b2 N31 13' 072 - 431.43' 238 S3.1B' QBE ACS BEARS: M4173'102 - 7 . N41' 53' WE - 91.06' z 44.{2' I N {1' S3' 212 - 408.94'. -- I a)ea 6667.43' CRY OF 2 s7.fe 11.92' - Dw= P.k V. F3 N41 06' 'W 546' 06' 792 CPS MOM. 1N 1 4•y PEUBI.IC 577 ts B.00IC1 21. fp I 01137765 OR 11903 36 CEFALA 7.I'� ; 87.05' CROSS A A TE55 COLLEGE STATION 20 9Yl a o �EASEMENT �•' N �'?r EASEMENT OS'� Dm4 30• PRIVATE BEARS,- 141 I 1a 541 06' 792 CROSS ACCESS '+! S 57 1 1 { 3 7' ]6'N flr 1p 6867.43' Ufl6E CITY OF 1 100 SO 0 100 I 37' J3' 49 M PUBLIC ACCESS, e7.o5' EASEMENT Sal' SS 21 �' CPS MON. 149 rg 23.0 t0' 0519 of � - SCALE IN FEET PRIVATE DRAINAGE, LIOF1 2 -�. 20.]8' j �, . k LANDSCAPING �' �� T 't NOT 35' I3'E I N35 51' SW I 30' PRIVATE VA 67.79' 100.74' SS 10 ACS SS 1 • • 541' 53' 2119 S41' 53 2119 20.65' 60' PUB r 32.70' 1�1 I PUBLIC ACCESS ' \ �7 X 51' 232 EASEMENT r I 70 100.17 � .39' LANDSCAPING C236 k P x ]' 21'R 541' SJ' 211Y 67' 20' PRIVATE EASEMENT =234 .. -•.. N =1' 16' 1 541' S ' 7. I 1 S' E 'A / I f • I �OCK S,C 11' 5619 S47 19' W CROSS ACCESS LOT 0 • / ,5 5.74' ' ' o � .. C23 5 • Ap 79 \ W ACM 20 EASEMENT ,1 / C279 C2i7 _ 155. CNARANIA LANE 26 I C245 s?" 30' PRVATE r• S4 7 42' 412 BLO CK T 74' • EASEMENT CONVEYED ' ilJ � PRIVATE 30.00' n 541' 53' 21 Y/ UI A� 10 5¢ S51' �,1� 1HYI ' j • 6'1'x . CROSS ACCESS - ' H / �•� ('! S' 16' 1819 �� .. •525 1..1 EASEMENT NOT r 17.67' \!' . 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Add n I N81' 04' 26 N I CROSS ACI ..� ' \ • • \ 30' PRIVATE 3 T 1 u _ N81'0 EASEMENT CROSS / 41 CRO ACCESS I ° 1 I >r• I •I" LOT 2 EASEMENT s6 1 I k\ S3T 14' 52 15 545 - 405 45' 101Y \ 1 i • ° 7 16 .61' BACK 1 J0, / 2 ACFEB 6].10 Sal 31' 11'W ^eG /c4 • '" _ • 65.3]' . a Q' N5r GS 41.te' 0119 N/F - I • 'C \ ' 1 N 1 I,,. --�, y :,/cP y EABBdF 1 4� /G L BOYD TRUCKS k EQUIPMENT LTD m 571 0 41'W C23 `i 2465 ACRE TRACT 4. S29' 48' 45'19 uw� S39 14' 522 ] 46.10' 8].10' I 02 - 3718/219 I 162 Ar'1� 4217' /•• (�� S28' 05' 032 1� SAO 14' WE _ \ NOTJPLATTEO r �i ` s - � .� - • j 35 31.37' Cz R GRADY N. ARNOLD. Jt. '• 1 •n'BJ, _ 3.205 ACRE TRACT ;a w 3714/57 0.84' 1 $. - _ ZONED C -1 NOT PLATTED C\ NS5 50 30)2 c5ox 1 50• PUB C • �Y ^ 87 2J� s 99.84' 6roJ g - ACCESS J• - EASEMENT h• % �•, AREA E %CLUOED - 547 31' 11'W p• '0M PUBLIC AC 0.83' CEA c� EASEMENT `'e, J • /M1fig. 4 41.29' 1 N74 53' 09"1 S35 50 30'N 72.61' 99.84' 1 50 PUBLIC LA 1 • $ 232 ' 10'W ACCESS 6i B p u ` ` 22.]2' 1 < J 39 EASEMENT 6 A N37' K' 4214 53T 44' 422 NET 04' \� 44.58' IN S37 � �17,10' N8 2 6 3 342 • X69' 04' 081 - - 1 6].10' ' 1 i `543 49 012 y l)' S86 30' WIN NCT 49' 01 "I 43.51 U 27.58' 99.21 1 25' PRIVATE - ¢5 CROSS ACC ESS 50 25 0 SO M1P' EASEMENT nl 1 SCALE IN FEET ° 1 z 50 25 0 50 / _ 1 I SCALE IN FEET 1 LOT I 9 M1' I = I I 1 1 2056 ACR£B 507 53' 342 ,� ,. 1 41 • , A 1 S43' 45' 701Y - 405.61' 1 1 88.79 •� ti 4.10' J' J 41 1 02 N57 03' Ol'W 42.00' I I J • }0E 1 COMMON AIEA/ CRUKAM EA�@(F 1 CRADV N. ARNOLD. JR. 41.18' `Pp IL ACIW M 3.205 ACRE TRACT 1 507 53' 342 SBT 1 7714/57 O6' 26'W ,1" ZONm C -1 1 22.61' 100.00' NOT PLATTED S76 04' 41'W 0 0 ha S29' 48' 451Y 5 42.17' BLACK 2 L - - - - - - --- - - - - - - - - - - - - - - - - - -1 g ° g Nq2' 53' 34833 ACtE9 DETAIL A � s. 10�J2 X81' 04' 2614 G 0 54.71' y 181' 26"1 - 106.52' 2' S07 53' WE 1 1065.79' N81' 04' 26'W DETAIL B 4 °IAVe / U1w�N Dnu -1-1-- -1 -1-1 -A - 1 - 1-- 232ar sw w• o31ror1r 1ta.4Y 2x.13' ru6'w'D14 afi) wm• m.a0• Dar «•3r ma6 x46 sts]6mY 20.w' 036'02'00' 65l A4.6T 11]r '161; .12' SU.00' O1YNY2' ]630' )135 SaroY46w soar a2 m' t26Y 33' '031: 13. s2' ssm' u• 3v1' 74.16 m6t6't0Y x1 D' >SS' '13T w.' 3w.00' ODrw'16 5 16]5 SW465tT r1r �., 14.65 N4c3a II— J um• lmz• N4ozr6z•e c23a law w.w aIr+516• 6s• 1JZZ6 uv5ablT caeD o.w �• s3a' 1DSTr 16604187: Caw afi.w' 25.ar O6r00'w' 05 1' IIK S33t'S6T Cffi 2.w' w' 339' 334' rlmwb'w 1 24' w 1,736' ]6'ut C2J6 250' oov 00' v56 NNW211 �a.w 4ar.OD• D w'IJ' at6 1B� 161 V 3 0307 .97 230' — 236 734' m6'S3Y1Y + wsD' zs.00' a66u'1a• aar NL2r Neaz6•:fiw c2a6 r.w• z3o• ro'oD• 036 u.• swD6xa 03r21't1' 1Dt.46 10615 SJT33'34w Ctaa 32438' 450.w• 11 11435 2a 0r 6t6'SSwT O1 00' MAD' N.]6 SFtS'16W 215.03 6J.w m IT25 t24IIT 2PSt' N61R6434 1r 6 16 >S6o5]aw 1- 2 230• 0a6wCC 250' 1e6630'E C2b ar 58' mar PR -wool CiD3 J.OY 270• as 1 235 751• ID60a'xF C2w 4m.' m125.M' 1265 ]SW uT5Y124 250' OW00b0• 23C 33r f>p50'JOw mD 1w.v m' u• 7636 1w.a 3740361 23D o36arw• z56 334• Nww'a5w C., x.46' >,m' D6I'u'w' 21.45 JY36' SSrJYw'E W' wrw'x' „AY 006 SM4Y114 cssx 7634' 3m.ar D1 rs1•w• x41• mw• xmv6lat cv6 l D ru•x• +s.as' >oa.• u64Y+rt Cml 4231' m.00' W6,8'S8' mar 17- 451 ' 1 =7 rzY19' ).4r 14m' S4TY'J1T 0251 12.60' JAAO' 0072➢'33' ,I.4r 221Y S4r"ro'2YE CA6 — W' WTYY19• 5.64• 1,.05' W56]2'E 0255 1010' 2b.w' ¢11V5 ¢Sp' ,30.61 II'SOt C]0a .26' 1t�330' D JB' 14.>3' 30.16 N6r]6'HW OS6 73.06• 25.00' 1-11' 21.17 ]23Y 50JtY0ew Q10 a2Y r54'J3' 1 .,.w- +ws.' z2xar a2YV•ae• nA6 a4.,r arsr4sw a7r n3D• r w1•J6ww 16136 L5.00' w1'1r15 64.or 156.41' 6lTOTMY 2026' 113_Y 0 a+6 '36'4aw +SSn' mr46DT' Tm S6YSS967: )631• 4.& 61Y16 x w N661V46w Cffi 46T' 430 1 ' 26 S5' Nw4651w eza OTr54'36 3D a+..r •sw idle 2A•2 t3�w' OSSm' oxz4Yw' w t's.w ue N �m -� m1.tJ' 420.00' 02r31ba' IO r4r2t W Lim I. W' I Ntt' w 211 .. 11.06 NN' ow 39Y ,3v ur 6r 3Iw t1. W' 51606 a7: x3c X66 or 3e•6 1 7.16 >!R DY 66w 06 xY ST wY 7.m• Nr 6r ww 1).16 NOT OY 664 I.ar w']6E n.ar 515W ]0'w 1tm' Nss' So' JO'E L+b t3R ear ®• ]0'W �, Ji16 Ne656161 L.r_ 7 PROPERTY BOUNDARY LOT LINE ADACENT PROPERTY BOUNDARY Q PROPERTY CORNER ------ - - - - -- EXISTING EASEMENTS - - - - - - PROPOSED PUBLIC UTILITY k PRIVATE DRAINAGE EASEMENTS PRIVATE ACCESS EASEMENT ITtTTTTTTTTtTTtTT COLLEGE STATION CITY LIMIT IRIS LEAGUE UNE - - - - - OVERLAY DISTRICT LINE • • - • • - • • - PUBLIC ACCESS EASEMENT PRIVATE & PUBLIC ACCESS EASEMENTS LOT 1, BLOCK 2 / \ 1 PHASE 1 7t T \ 7574/76 ,w 2 GREENS PRAIRIE �ENTq l \ \ \ \ I I ZONED C -1 — 4 _ I I Sd Haut MM \ 1 1 / V uwalolr ..y' R /E R OW. RO AD t r y J kt /� I I I I I t nas OanrAr s�'r�x L� �l� F �ys 2 , S - nd / � I \ IIID NRIII. \ / \ N °u N'i'iz in \ _ ST e T J, \' 2 llMi•, f[W�, �/'� - T r . A S I 1/ L / B >M/N / LOT 1, BLOCK 5 T 1 . m ` GREENS PRAIRIE CENTER \ PHASE 2A slNa roswpc/ se CHA RANtA xlmx \ J tel— tad T 40 20 0 40 SCALE IN FEET ,•11111:11 X1111111 � ► �1� � 111 1 ipwywl C"3 �� o 1 ! & f � t� ♦1�.G � lu�a Ill. � 1 +111 ,:`� Tx rune n� L'i � �1 a � �r 1111 1 � L ;r 1 1i� '' i ►11 � 1 i 1 i►j�� 1 t �1y � ��°+ � — Ii^ ,�I�� ,•�i C HARANIA LANE & PUBLIC WA INTERSECTI 20 10 0 0 D ETAIL SCALE IN FEET / I � : - TRH W r��la I • I ,,.�� / / / / / / /•% � � / I I � � aw1T 30d TrPa f a v I U T% - \ 9R1D!- MANIC' fllxL D[ IOakD IIID II@I/flA ' S -a \ \ A IYMIq. nx. aaaes axu. «m olE� 1NIDI. J13 ! - nRE WIC aaN 3 O: Dad mm.l A M TaPa.xDM l2pM ! VNY I= 9MMY MA � \ Rmrc 2w mmJ ! Mr/ „y I' 7 nn a ATNA:IxYL Ysov21 raa IIIYIIY DA xnNx aIWN ,Ilolsr[t s Nlnam LOT 10LOCK 5 L M0nW1 M iIm,DN O MMx r OF MaIY[In DII YOduN. PHASE 1 2A�/ '\ 51 ti a M CSN,IMCI01 aNxl nauox M mnln N,olr a M DAWN rlAS• NNDA ADAS,lo2la ro M ARWL 6eaols sNaw a THE _ _ _ ST 5fi poll 40 20 0 40 DAUaID aVNI xNr K Amx2ED ro W,O1 aos,r CINIID CM,ols 5. sT —s SCALE IN FEET ND— s -9 J, \' 2 llMi•, f[W�, �/'� - T r . A S I 1/ L / B >M/N / LOT 1, BLOCK 5 T 1 . m ` GREENS PRAIRIE CENTER \ PHASE 2A slNa roswpc/ se CHA RANtA xlmx \ J tel— tad T 40 20 0 40 SCALE IN FEET ,•11111:11 X1111111 � ► �1� � 111 1 ipwywl C"3 �� o 1 ! & f � t� ♦1�.G � lu�a Ill. � 1 +111 ,:`� Tx rune n� L'i � �1 a � �r 1111 1 � L ;r 1 1i� '' i ►11 � 1 i 1 i►j�� 1 t �1y � ��°+ � — Ii^ ,�I�� ,•�i C HARANIA LANE & PUBLIC WA INTERSECTI 20 10 0 0 D ETAIL SCALE IN FEET / I � : - TRH W r��la I • I ,,.�� / / / / / / /•% � � / I I � � aw1T 30d TrPa f a v I U T% - \ 9R1D!- MANIC' fllxL D[ IOakD IIID II@I/flA ' \ \ A IYMIq. nx. aaaes axu. «m olE� 1NIDI. J13 ! - nRE WIC aaN A M TaPa.xDM l2pM ! VNY I= 9MMY MA � \ Rmrc 2w mmJ I � s' a ATNA:IxYL Ysov21 raa IIIYIIY DA xnNx aIWN ,Ilolsr[t s Nlnam 5_ - M0nW1 M iIm,DN O MMx r OF MaIY[In DII YOduN. — st � 'L yl� sr '\ 51 a M CSN,IMCI01 aNxl nauox M mnln N,olr a M DAWN rlAS• NNDA ADAS,lo2la ro M ARWL 6eaols sNaw a THE _ _ _ ST 5fi s• DAUaID aVNI xNr K Amx2ED ro W,O1 aos,r CINIID CM,ols 5. sT —s �/ ND— s -9 a T. M oDxnxeld, sw 9xdME Au ro72n AxD nova n d ,xi Dslum rarJa. NdAa InxaNli ro w wos rxD amlux J,o Ja �' z Nw.w wxu aavt r asroT lax TarAa rlaDlt ro rlAmd of aAal Saa a xroMxwm. a M DE,FN,ICN EMw. ,rlla war R ovs,lRUarm Dar. 'I � � � r aocwelA -- \ \ ®OEGLBEtltlLaMaa \ \ nu l IN >an�im IN I \ 6TV. Jaal to— 911Rf) mm aamaa \ te— salad \ \ M 3 WmW.P2 It a)aa m _ \ tio \ ` TCx • [ Itee— HAV. Jn,N W. wA) THE SEA. APPEARING ON THIS DOCUMENT WAS A1ITHORRED Or �`� ° "4o SCALE SHEET 9 91 NO. ,DOaK Schultz.En Engineering, LLC D °°�.PE. 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M OEIfxlgx I/CMIU 11119{ 0.0 CaOaDCiW {10.41. ��I � TR�MY 40 20 0 40 SCALE IN FEET 1 TEMPORARY TURNAROUND DETAIL OY y a 3 t x �o r 3 03 N Om �� THE SEAL APPE&MG ON TM Schultz Engineering, LLC OEVEN L OOYEK RE, �` NO, �` E , ZTl NOVEMBER 2. 2014 Sta im, Tms 77945 9 4.39DORTens 979.761.3900 TBPE NO. 12327 ISSUED FOR CONS7RUCTII IIRVEVED oEBZtNEO I OR4YM I APPROVED I JOB NO. OA,E KERR DLD I DLD I JPS 1 11.102 NOVEMBER2012 y s SCALE SHEET 51 CAPROCK CROSSING GRADING PLAN VERTIM it* INFRASTRUCTURE IMPROVEMENTS OLD ARRINGTON ROAD & "°"UZO"'"` C COLLEGE STATION, TEXAS TEMPORARY TURNAROUND "°""°°� ''' FIRM 1 12347 SCMILTZ pain aw lLC PRE NAME: 11 -192 SLATE IMWgy� y MtJW 0, p TC,,,kW ,4 baK`YnY �— --- - - � -_— — SBYI 3 � B / i ._ — _ ------ .— .._-- - - - -.— - -� - -� - -_ — �_ —_ _-- - - - - -- —_— ry -wes.m i-a a f , KD a 100 - .! SCALE !F. FEET !,i Lora , - v/» '. ., ( a�•rn f ,w"c = uia acK \ J , tuTa - 7EY 3 (fxfxv - o � s 1 _ Y ll1: , r f a - FM f vU 1{ - On OT fvm➢ SIGii / / t � NX AY9 -� Vi a , inz ACTR3 Im a _ NN a x°tw. wx \, b rte cx ror' 13 ' , I �: mf mmca SLi% � . / Loaf .` s_ - - _�- ti _ � °�'�." w,e ��'' ��' . ., s s.� , • * _,?.Y !' �' auex s i . A ii t f � tom. rw• M.} e \ . �� I i .. LYRE L41B SIGN OI.TAR. � f�, � I -� (--Y e tMEO N 2 Gnats K Eq� W A m w:""S a K,i� -1 M n=nm, ncx..rvNB3 (F.EA'r :JO' M.j 1 f twK AA5 - - � i ._ - \ iHe R � tOR JC; f4Wf3R � T1�.Y � •• , S} RiM SY4 @a,s. tF{}E dCR@P :Y PQ ILA i IJ `. •I 4° III Kowa BLICK p / aa f I cowwcr , s / UgACM 10 - �� .. t `� . \� • r t @@ R . \ ' . / / 1� u�PR�EJ m mu.. utx>n,t!x oincY - 5n aE ca ca @Mwax a o- g� D OF SIRFEr SIGN. DETAII• {14 Cn0 d:g) I Ll)1 , fi 4 l l 1: � a >. Se Ii HEAD MA(Xi�if E - i I ' P [ctu i.TIC� ER .. (( 1 8 RA:ES {A �71 (?) ➢57i X T � y A 2' . - ,. - S ➢ !'a SIGN NO: S; Tt2' - /,(\ 1. AL aECUtw7oR1' MO SR:2ET %GWE &Wl BE I CO.MPWWCE WRN UTEST TEXAS WSNWL ON UN it 1. >iREET ;LVAE SIGNS MR 80TH PUBLIC C PRM1ATE ST:2EE5 SpAl BE C N A PER '. • .. `' _ : _ _ _ --_L ARCS CET.ALS. SEE SHET ..3 FOR WTNIS FOR S SH ED TiIE G1Y5 uN AA TETE IETTF �.AYD PTtl`MT Si RET SIGNS % 5� n 1 - : I i : - .. . / J ^ONi W�! ➢R -iC y£RIF: Wits - Qb lE CN PftYAiE 9 . _ I .'-. -ws>a _ -) I O.A BE 0AA u M E ALS R te➢ PER 7XDOT S { I ' I r 'xi➢V ' ELEVATION . u s AU- N,wa ... .. .. E' MR sK M0upim V` f END YIEYY ENU:DP ROM SICVS (OM y PER TMIfiCD NO f SIS.ALL BE ;N?M1 D D AT THE EN _ SANQ,tR S ST YERSIM OF U m 0. ci C07 S!M C 5? F :. .. \. RE - -041 MEET THE LATEST YER 1 .'v 'RAF EpFlEw .af1S RTJA 66s �l. i i Ti / �/ , •\ - TYPcip ST- KET&ARRdADEDEAlL - - MERE USED SWLL HE 7PPE M Bf3lR,'cAM TMWm _ ' � tom. �q'''' of 4w --vomc cl ME S ch u ltz Engineerin LLC _ DBC ARM YlSAVFN➢R ZED BY NI DDYEN, . PE. . }T ➢L R A LEXIND.,DBB3S CAPRf1CK CR ©SSIIYG ' OOTUBER. 12 2Oiz aT.ro^r co%o, . . E u szv @cc T @. @Snaas F_- _..- __.... SCALE SHE 979. ascc 8F :ao .ivi ISSUED FoR 4E11EJ s 'W IMPROVEMENTS A A ET `. SLiIh'ETED C SIGN O OWt \r'I 0.4'F�'.'E➢ �/ SIG.NAGE "PLAN /.�� .:CB IYJ. OATB .. IFITAL' rRx Rev�xay. sn DAY£ KERR oID D o r Ly�IL COLLEGE STATION, TEXAS s j ,lPS i i, -T 9? OCTOSEq iJTB SOM. N ERG. ' il RD7TNOBUIE: In Fii£N i, -Taz ,6 hl m ao tr o v iL vw a 3 T+ — m Ulm o a u +LV Lco CL on C c � L W. 0 cmo 0 coo �� a xic �o +VL 4Q, IP ]1 4)00 p a i o cr m °0 _ v 0 COL Mr- C O O-- 0 aG a + 02- 0 o 0 0 C QICO >; w a a SKID MOUNTED WOOD SIGN SUPPORTS Front LONG /INTERMEDIATE TERM STATIONARY - PORTABLE SKID MOUNTED SIGN SUPPORTS 0 side Top Front Max I"R side Maximum 4x4 12 sq. ft. of 21 sq. ft. of woo d sib fore sign face ` post 4x4 1� wood post 8C(4) sign / 2x4 x 40' I Ott 24' /,' rement 2x6 ==I= i 4p ^� I 35 . I 40 wood post See BC (4) for sign height requirement IE 36" SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS 6- 5 /16'bolt x 2 1/4' grade 5 bolts, 6 - 1 1/2' plastic washer, 12 - 5/16" floc washers, 6 nuts per sign Upright must telescope to provide 7' height above pavement. 1 3/4" x 1 3/4' x 14 go cross brace 2' x 2" x" 12 Co. skids 2.5' SINGLE LEG BASE 48 ' Side View 2' x 2' x 2" 12 go, upright 5 ' 2' x 2* x 12 go. uprights — 46 DUAL LEG BASE ............ Front View Upright must 34" telescope to provide 7' height 2" above pavement Weld bolt thru tubing at )" off top of skid Welds to start on opposite sides going / in opposite directions. weld yL j / Minim weld, do not back fill puddle. weld starts here wet d Starts here weld 1 1/2° Dia.(typ) WEDGE ANCHORS 4 „ �� Both steel and plastic Wedge Anchor Systems as shown on the SW Standard Sheets may be used as temporary sign supports for signs up to 10 square feet of sign 6" 7 face. They may be set in concrete or in sturdy soils if approved by the Engineer. 18" (See web address for 'Traffic Engineering Standard Sheets' on SC(1)). 0 4" Direction a of Traffic o v, Top 24" 2x6 s�skid x6 2x6 60' 4x4 block Length of skids my be increased for additional stability. 3/8` bolts w /nuts or 3/8' x 3 1/2" (min.) log screws k 36 x 36" -IOM extruded thinwall plastic sign 1 3/4" x 1 3/4" x 11 foot 12 go post (DO NOT SPLICE) 1 3/4" gale• round with 5/16" holes or 1 3/4" x 1 3/4' square tubing pin at angle needed to match s i de s I ape WOOD POST SYSTEM FOR GROUND MOUNTED SIGN SUPPORTS Nominal Post Size No, of Posts Moximn Sq. feet of Sign Face Minin n Soil Ertbedoent Drilled Holes) Required 4 x 4 1 12 36• NO 4 x 4 2 21 36' NO 4 x 6 1 21 36" YES 4 x 6 2 36 36" Yf5 GROUND MOUNTED SIGN SUPPORTS Refer to the CWZTCD and the manufacturer's installation procedure for each type sign support. The maxlran, sign square footage shoII adhere to the manufacturer's recommendation. Two post installations can be used for larger signs. ( OPTION i (Direct Embedment) PERFORATED SQUARE METAL TUBING sign Post C 4" @• 4" ; 9" max. I c., rxaor nn: Txxr d 9-07 REYIST0 s desirable S - CT J 4 �'" 18" 34' min. in Optional s ee* �•�. strong soils, reinforcing 55' min. in sleeve 34' min. in weak soils, (1/2" larger • Anchor Stub than sign strong soils, (1/4' lar post) x 18` • ; 55' min. in than sign _,, a weak soils. post) Anchor Stub (1/4" larger than sign post) . OPTION 2 OPTION 3 (Anchor Stub) (Anchor Stub and Reinforcing Sleeve)) GENERAL NOTES I. NoIIS may be used )n the assembly of wooden sign supports, but 3/8" bolts with nuts or 3/8" x 3 1/2" log screws must be used on every joint for final connection. 2. More detoiIs of approved Long /Intermediate and Short Term supports can be found on the CWZTCD list. See BC(1) for website location. 3. No more than 2 sign posts shall be placed within a 7 ft. circle, except for specific materials noted on the CWZTCD List. 4. When project is corrpieted, all sign supports and foundations shall be removed from the project site. This will be considered subsidiary to Item 502. ❑ See BC(4) for definition of "Work Duration. Wood sign posts MUST be one piece. Splicing will NOT be allowed. Posts shoil be painted white. See the CWZTCD for the type of sign substrate that can be used for each approved sign support. Sign y a Post Sign Al" Post Texas Department of Transportatton T'afftc Operaflow DNIslon BARRICADE AND CONSTRUCTION TYPICAL SIGN SUPPORT STANDARD 5 of 12 BC (5) -07 (D 11-4 -02 1.1 rxmr I c., rxaor nn: Txxr 11A, T- 9-07 REYIST0 s C J 1 11ST S - CT J 4 w[C of ew.Ti s ee* �•�. 011MI 48 x 48' -IOtrm extruded thinwall plastic sign 1 3/4' x 1 3/4' x it foot 12 go post (DO NOT SPLICE) 3 /8" x 4 /14" grade 5 bolt wingnut and washer WING CHANNEL Lop-splice /base bolted anchor STATE "G WAY 40 - WLIJAM D. FITCH PKWY ROW VARIES -- - - - -- {] 15' ME EA ACCESS SEMENT 8460/1 PUBLIC WAY IS' PUE JO' ELECTRICAL I 2i B -B 8460/1 I I I EASEMENT I I 5' SIDEWALKS I 1231/378 I ` ) 30' PRIVATE 1 ] I CR055 ACCESS EASEMENT BRAZOS TEXAS LAND I I I I I 0' T PHON DEVELOPMENT, LLC. 60' PUBLIC I EASE ENTRICAL ]0' PUBLIC EASEMENT II I ACCESS I I 519/345 @ 537/792 UTILITY 681/144 II I EASEMENT EASEMENT 60' PUBLIC I % I I 1 I ' ' CW / 8 1 460/t ACCESS /.' I PUBLIC WAY _ EASEMENT // y - 24' B -B 5' SIDEWALKS _-/___ I I I / . G WN I • I T ' ' B�� g •� ' I I loo' ELECTRICAL / a/ 5 StD j/ EASEMENT 1231/378 I I )III /7 519 /3458 I ` - 1 I I I 20' ELECTRICAL / /� / ACCESS / •% I • II II EASEMENT 20' WATERLINE /50' PUBLIC / 231/378 III LOTi I EASEMENT EASEMENT �/ If 102+/260 / M1 O ro. / - GRADY N. ARNOLD. A. BLOCK 3 50' PUBLIC I I I 20' PRIVATE 20.56 ACRES I • I I DRAINAGE // ' 20' WATERLINE I I ACCESS I EASEMENT APPRONMAIE / 20' PUE EASEMENT EASEMENT / 3989/133 k 776/145 I I ggg I III LOCATION LINE 8460 /1 LEAGUE / yr 'L/ II I 5 " tli7 I I I I /// \\ 2 % PUBLIC WAY 24' SIDE 1\ 60' ELECTRICAL 2261'.. / 5' WALKS \ - 3.205 ACRE TRACT 3714/57 ` ZONED C -1 NOT PLATTED / LOT 1, BLOCK 5 I END CONTROLLED LOT 3 1 BEG VARYING WON ACCESS LINE (NO I I SS LINE (NO NO A 55 CCE E A ALLOWED ccESS B Y TXDOT) BTU EASEMENT 5148/289 A CCESS ALLOWED BY TX DOT) BLOCK t7O ACRES ;:,: M1 LOT 1 rag13'OTE 13 9w N4r 52' 09'E - 3 N4T53'2P 408.94' - - - -- ------ 275.05_ - -- -- - - - -- {] 15' ME EA ACCESS SEMENT 8460/1 PUBLIC WAY IS' PUE JO' ELECTRICAL I 2i B -B 8460/1 I I I EASEMENT I I 5' SIDEWALKS I 1231/378 I ` ) 30' PRIVATE 1 ] I CR055 ACCESS EASEMENT BRAZOS TEXAS LAND I I I I I 0' T PHON DEVELOPMENT, LLC. 60' PUBLIC I EASE ENTRICAL ]0' PUBLIC EASEMENT II I ACCESS I I 519/345 @ 537/792 UTILITY 681/144 II I EASEMENT EASEMENT 60' PUBLIC I % I I 1 I ' ' CW / 8 1 460/t ACCESS /.' I PUBLIC WAY _ EASEMENT // y - 24' B -B 5' SIDEWALKS _-/___ I I I / . G WN I • I T ' ' B�� g •� ' I I loo' ELECTRICAL / a/ 5 StD j/ EASEMENT 1231/378 I I )III /7 519 /3458 I ` - 1 I I I 20' ELECTRICAL / /� / ACCESS / •% I • II II EASEMENT 20' WATERLINE /50' PUBLIC / 231/378 III LOTi I EASEMENT EASEMENT �/ If 102+/260 / M1 O ro. / - GRADY N. ARNOLD. A. BLOCK 3 50' PUBLIC I I I 20' PRIVATE 20.56 ACRES I • I I DRAINAGE // ' 20' WATERLINE I I ACCESS I EASEMENT APPRONMAIE / 20' PUE EASEMENT EASEMENT / 3989/133 k 776/145 I I ggg I III LOCATION LINE 8460 /1 LEAGUE / yr 'L/ II I 5 " tli7 I I I I /// \\ 2 % PUBLIC WAY 24' SIDE 1\ 60' ELECTRICAL 2261'.. / 5' WALKS \ - 3.205 ACRE TRACT 3714/57 ` ZONED C -1 NOT PLATTED / LOT 1, BLOCK 5 I 10 ELECTRICAL EASEMENT EASEMENT 213/499 773/522 I I I I ) I I / / // . �:: �d 50' PUBLIC / ACCESS / ' EASEMENT LSE I Lit PHASE 2A PLAT 8830/64 I I LOT 2 I BLOCK i' I i I i I I I I // COUNTY OF BPAZOS ) ;:,: M1 LOT 1 ENS N/F AS F I j I / // / S• / / 9 �_ ACCESS BLOCK 2 6.08 ACRES GREENS PRAIRIE t]4 LYS Lte N / I III / / yof i�Q• . /... ,w'j \J EASEMENT ' 30' PUE Ba6� /1 /1 \ \ FUTURE 50' PUBLIC ACCESS EASEMENT P 4021 /260 I /-+ VARIABLE ' HI / WDTH / I p.U.E. LOT 1 9.65' +0672 /66 BLOCK 1 I / z0' PUE n 1 jB95. 1.61 ACRES -L3i- K- 25' PRIVATE J CROSS ACCESS - CT' EASEMENT I I I N \ LOT 2 °. • ' �� BLOCK 1 I I 1 20' PUE • \ L55 ACRES I \ \ P UBLIC W ' • L 5' 'DCWAI�r Lae 60' PUBLIC r 0 ACCESS I EASEMENT ai3• 20' PRIVATE m w h 50' PUBLIC I DRAINAGE a. ACCESS EASEMENT I� EASEMENT I I 21' " 'ATE I \ CROSS ACCESS J ' / EASEMENT 10' ELECTRICAL I I J.L GAUT ( II / j /�, _ S sS 45 101Y H7 4 3 ' \ F EASEMENT L16 TOWER .147 ACRES / I II /// 5356 /176 X11 Ig / � . /:. I / I L / h y �� N/F PUBLIC WAY I I / / (� BOYD TRUCKS k EQUIPMENT TO 2A8 ACflE6 / 7r 24' 8 -B / I/ f - 2.445 ACRE TRACT . _. /1 / t �: /`/ 371B/219 t /....,. 50' PUBLI \ ACCESS EASEMENT APPROXIMATE LOCATION P 2511/25 C k E 2555/54 ESMT ' .32 ,460 % T h 50' PUBLIC ' ACCESS EASEMENT II / COLLEGE STATION CITY LIMITS LINE 20' WATERLINE EASEMENT 3989/133 / N/F BERNADINE LORINO YOUNG 8.40 ACRE TRACT 1243/766 NOT ZON ED Imo: 1. 116 ,AMGIY rs gAepIRY Iaxm a -1, A-O ! w. ALL LaIS IM esONlm m sC CCW[xMN V>a 1. N,TC IrIP (r1MY j, CaYxIMY iw6 ra. bWf(OyfC CRECHE aLrC wY la. Sp rs C 1. Also SS1d flgwN Npaax rs M4D an mD wpeM As CSfAeleirrD rxw Gvs asYevATNn. 4. OwrEl1Y A,SOLMIaN p K awrRPS AN0 Wawrtsly s s3Pa541AeS of M r1eyAR tlais Aa6rs TM[Y[xra seA x m F.'ol Lm owkq ae M Vl0eExlr owwDls Assn %INN l �.a m upxacX Eaosr4c oLYELa,xpa Sx AaMr M OASprs seAlea a4%Ar Iml1s* Axo M ageAr OrsTlecr e[aNalMa. . T1e oeVELawerr rs LaaTm «nrf M Nw aLn1 Ne,c* r¢ ,AV. a 1 rt n E wo .xuf sans. As x:ausa m me vlwxaox rLOUnnoxs or CTaM 1ANaalra Floe!! ML a10s0 lLwaMa. 1. M rpuowlc fA39Uai do Awlr To TNrs PeaP[rtrr s1awN f[x[ak aR or ,event HIM, 1lFLnalx wRx McTLY aalspWTlOrr 273/xpe Fl/R CaaMA Wl /Ha110T III/ - Cm R emAx S1Sn}l Gtr a' swAN 31J /sae e. eMG 10 Sle1T 1 a' 3 fM TASOpI OESGVIOM w0 aupCMxa. ZONED NOT TTE PLATTED 50' PUBLIC LAC Mar: \ - ACCESS CITY OF COLLEGE STATION LSE I Lit EASEMENT 3.79 ACRE TRACT ZONED A -0 217/585 COUNTY OF BPAZOS ) / ONED C -1 V N/F OT PUTTED oppeored __ krwwn to me to be the person / WELLBORN SPECIAL VARIABLE 7.5' P.U.E. UTILITY DISTRICT GREENS PRAIRIE t]4 LYS Lte 41# ... S i VERLAY DISTRICT J BEARS: '1 BOUNDARY \PLAT ' 6867.13' 3' CITY CRY OF F 1 I U1 COLLEGES CAPS HON. 149 149 Nee 5a 23-1 ' aw•1. GKI 1 . ' 1S.sSY Lt0 N.lr SW Notary Publ'a, Brozas County, Tesos w.eT x . %Y I'I PROPERTY BDUNOVTT LOT CANE Q PROPERTY CORNER - - - - - - PUBLIC UTILITY EASEMENT (P.U.E.; . - - PRIVATE ACCESS EASEMENT t♦ COLLEGE STATION CITY ULIIT ERIE . LEAGUE LINE _ _ _ _ _ _ OVERLAY DISTRICT LINE • PUBLIC ACCESS EASEMENT eels[ / L xalll eMeK -IA r TIIr.M CIaM OK'Is x >lSx' 4}S.ar OI 'a01 O lN.le' '!0000' atrl3'l4' S3'JS' 1 101 -wcH1 U soo.00' alas.'!, 1 asl'1Y30' 1 '4ai CROWN CASTLE CT CO LLC 1.729 ACRE TRACT 4167/290 ZONED C -1 LOT 4 N/F ' LAC Mar: BLOCK 1 0.039 ACRES WE L BORN S PECIAL REM. 0.036 AC. TRACT OKCnON lsY 03' 11T31 LSE I Lit 3991/197 MWCaON m x3x'w ZONED A -0 FUTURE COUNTY OF BPAZOS ) / 12.5' P.U.E. V N/F FUTURE oppeored __ krwwn to me to be the person / WELLBORN SPECIAL VARIABLE 7.5' P.U.E. UTILITY DISTRICT WIDTH P.U.F. t]4 LYS Lte 41# ... S i � .• L6 7 BEARS: '1 _ Given under my hand and seal on this __ day a 6867.13' 3' CITY CRY OF F 1 I U1 COLLEGES CAPS HON. 149 149 I / � I/ I k 20' PRIVATE CROSS ACCESS EASEMENT 20' WAIERLNE 20' P.U.E. / EASEMENT 8030/5 / VARIABLE W10TH P.U.E. 10672/96 CITY OF COLLEGE STATION 6.788 ACRE TRACT 1216//40 ZONED C -1 uc TANE LAC Mar: LAME I LdalN saSY OKCnON lsY 03' 11T31 LSE I Lit LDNll1 100.0tl MWCaON m x3x'w h. %' 34T 4Y )I.IYC COUNTY OF BPAZOS ) saM xY u YTer V se.ttl 41' %' 0.11E oppeored __ krwwn to me to be the person appeared known to me to be the person Net SO.tOY L. 33>.m' In xtl SY 1aas1 .ssY Nor aY %.e01 t]4 LYS Lte 41# ... S i III, # S>.ax1 sss ,l' 31101 IF .. LS L. 41eY «.4Y x 4e' - 1101 x«' as -141 Given under my hand and seal on this __ day a s.le' M.M' NO al, SSZYE N %' # Icm U1 1 111W Nee 5a 23-1 Lx GKI 1 . ' 1S.sSY Lt0 N.lr SW Notary Publ'a, Brozas County, Tesos w.eT x . %Y Lp .x11 .1.11 sxr x' «.err x! a da- Mw•r W of 311Y s3Y lY w*cry NeTW 4x341 ' 41 31-1 saw 54Y ]1' Sall' l >7.>Y rIP se l]asY Saar N4T 70' 4,0x1 C15 1 .w x 41 se'r L e Saga s0.ar 4T >l' n.0o1 HT 10' 4e.W1 lle m# swor So -nYr Sa' 1Y Ia." CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS ) COUNTY OF BRAZOS ) I Salim M. Ismail, IndWiduolly old os President of Salim D mail, LLC, the Cenral partner of &atos Texas Land evelopment. LLC. owner and dwsloper or me land shown ah o this plat, and deegnoled herein as the Coprxk Croning to r *I laf'NN1 Tesos and whoa n tM CB o C 5 Y loge r t Hera eedllole to the a o +ma*ale rs subxribea ho a o. by u p forever s slreela, alleys, parks, greenways, i the pu ctu lp ose e ants. and Wble a th r in ereon own for the rp a e o sim I... exp ga NI sac dadica s 6ona a halt be in f simple unlaaa axprsasy provided aMrwise. Salim M. Ismail, Individually and President CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS ) COUNTY OF BRAZOS ) I _ ____ of Wellborn Special Utility District, ..... of the land shown on this plat, and designated herein as Lot 4 Block I to the City of College Station, Texas. and rhos, name is subscribed hare!,. hereby dedicate to the u of the public former all streets. a I inlraatructurc a menla W and bllc kyz, pa HII greenways, thereon shown for the Pur c be i n fe e s ther !herein espreaaed. NI aucn dedications tiom, shall be in fee simple ankaa exprea,N vmwaed otherwise. CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS ) COUNTY OF BRAZOS ) of _ and developer of the land shown on this plot, and designated ho rein as the Lot 2 Block 3 to the City of College Station, Texas, and wM1Oae ram. Is subscribed hereto, hereby dedicate to the use of the public forwer all alreeta, alley; Forks, ;nf atructure a ante area ubbc mcea p v grunrga. thereon shown for the purpose and chs in in n fe e si therein <.pressea. such dedications hall M foe simple unless exvnaay a raadee ca Itl %rates. CERTIFICATE OF SURVEYOR AND /OR ENGINEER STATE OF TEXAS ) COUNTY OF BRAZOS ) 1. Brad Kerr, Registered Public Surveyor, No 4502. in the 20' PUE Stale of Tesos, hereby certfy that this plat is true and 8030/5 correct and was prepared from on actual -y W the pr.,d, and that property ma m me nu kers and o nls were placed hoer my sup<n elan on the ground. Brad Kerr, R P LS. No. 4502 CHARLES D. h PATRICIA GRIFFIN 1.667 ACRE TRACT 6294/234 ZONED C -I V too 50 0 100 SCALE IN FEET CERTIFICATE OF COY ENGINEER t Cty Engineer 1 the cry of Call" Station, Texas, hereby certify that this Subd'viaion Plot cm /arms to the reaulremenk of the Subdivkon R,gdati- of the City of College Station. City Engineer City of College Station CERTIFICATE OF PLANNING AND ZONING COMMISSION L Chairman of the d ay hereb area zoning Commission of the City Colle $Lallan A t certify Lisa the alLh r ed Dlal day ly ge *pprovad by IM Cammisaion on U, _say of CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS ) COUNTY OF BRAZOS ) iI Clerk, i and for a re id caanty, do heby tion shot nly % dish plat together r its cartiliwles of oulhentloalian roe tied for record in my ,, ollka tM B of 2 I,m In the Deed Rscwda of rozas County, Texas, in Volume _Page WITNESS m hand Ind officioI Seal, at my *lice In Bryan, Texas. County Ckrk Brozas County, Texas STATE OF TEXAS ) STATE OF TEXAS ) STATE OF TEXAS ) COUNTY OF BRAZOS ) COUNTY OF BRAZOS ) COUNTY OF BPAZOS ) Before me, the unde,sgmd authority, on this day personally Before me, the undenignetl authority. an this day "morally Before me, the undersigned authority, an this day personally ).• oppeored __ krwwn to me to be the person appeared known to me to be the person oppeored __ known to me to be the person Q EA (L whose a ' wbxribed to the loregang instrument, and ocknowlsdged to me that he evecuted the same far the whoaa rams I s hotbed to the foregoing instrument, and xknowledged to me that he esecutetl the some far the whose name I s subxribed fo the foregoing instrument, -d W acknowledged to me that he easauled the some for the � purpose and - midemtion therein stated. purpose and consideration therein stated. purpou and consideration therein Neled. > Given under my hand and seal on this __ day a Given under my hand and seal on this day of Given under my hand and ual on this _- day of _ _ 20 _ ___ -. 20 _ 20 _. Notary Publ'a, Brozas County, Tesos Nolory Public. 9...a, County. Tesos Notary Public, Brazos County. Tess, CERTIFICATE OF SURVEYOR AND /OR ENGINEER STATE OF TEXAS ) COUNTY OF BRAZOS ) 1. Brad Kerr, Registered Public Surveyor, No 4502. in the 20' PUE Stale of Tesos, hereby certfy that this plat is true and 8030/5 correct and was prepared from on actual -y W the pr.,d, and that property ma m me nu kers and o nls were placed hoer my sup<n elan on the ground. Brad Kerr, R P LS. No. 4502 CHARLES D. h PATRICIA GRIFFIN 1.667 ACRE TRACT 6294/234 ZONED C -I V too 50 0 100 SCALE IN FEET CERTIFICATE OF COY ENGINEER t Cty Engineer 1 the cry of Call" Station, Texas, hereby certify that this Subd'viaion Plot cm /arms to the reaulremenk of the Subdivkon R,gdati- of the City of College Station. City Engineer City of College Station CERTIFICATE OF PLANNING AND ZONING COMMISSION L Chairman of the d ay hereb area zoning Commission of the City Colle $Lallan A t certify Lisa the alLh r ed Dlal day ly ge *pprovad by IM Cammisaion on U, _say of CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS ) COUNTY OF BRAZOS ) iI Clerk, i and for a re id caanty, do heby tion shot nly % dish plat together r its cartiliwles of oulhentloalian roe tied for record in my ,, ollka tM B of 2 I,m In the Deed Rscwda of rozas County, Texas, in Volume _Page WITNESS m hand Ind officioI Seal, at my *lice In Bryan, Texas. County Ckrk Brozas County, Texas 20' WATER LINE a� — — — — — — — — — — — — aaaa/ — — — — — — — — — — — — L0T4 — — — — — — — � EASEMENT — — — — — — — (-- 7 a� � — — _ _ s „ m mw .« .r sR•E - , 3989/133 & 76/145 I 7 / I / as4r 9.00K 1 - LOT 1 - 1 �� .er x ,e•E 1 1 1 1 BLOCK 3I ^« >r m� - x,zs �� «.ee �+., sr x� - a,.ae >e•E _ LOT 2 2058 ACRES - _ ,Ar znas• x.,r I ,a,. \ :3.rr xer or tae }-------- Ps —---- - - ----- - - - --- - ---'� soa3• sTr vorF� /' 015 ACRES 1 I v B CKS I 1 1 1 Bac Bk a2 — c.sdo,ru,tilarle �/ BEARS: / "/ . �, I ,aeo 0113 AIR lima 39 % 3' 1 CITY O ' F I I —_— ___ _ 71 •/ / 66fi7.43' CITY F n ) 8 ram t 4 T s O't/ COLLEGE STATION I I • ftv - wnd ws ta' M CPSUON.14�__ I I ,e mm• s. 1tr' .4' «.:s• ' I I I r Rs+4 r v azt aoi I rl lr r l7 � // Fs I I I I `°. •s �I / I I s rr ar 3j 1 1 I I I +�' �•"\,.,,, / I/ I 81 // 1 =1 I: I 9_s• 1 / a.ao`n 1j I' na,R I - I I I s.7.ao' \d, ",ri�� ;•'RR� �� , / /,' I �� ' - 1 '031/3°4 / / vvare,E spin I I 1 EA 0' g ELECTPoCAL MENr �•\ ve ' / 1 // I I on:Aea 1 1 1 1 1 LOT I - I I I 5356/176 ELOCK I I 1 I I d E EC RICAL 1.81 ACR® I I EASEyEMT I 73/522 PUEE A, ACCESS EASEM T // y\ �\ ' •p r4c 1 LOT 1 2511/25 & 2555/54 BLOCK 3 f qj /.°+ `� 1 ! I I S9/ /// .� \ x 20 "� 56 ACRES x // /5'� Ntr rrW I I I R: I� a / / T '/, \ �; O' 1 I , � / � 1 1 I I 1 I' �,� i / / ^` sw w• 3rw // ^9 att OF co LECE STATION t I - / '+ / '•° / 379 ACRE TRACT - I I I �I� za'PUE // / /�° / / esso/1 / 9 / NOT P LOT 3 BLOCK 159 ACRES ,' // / // I - 1 I\I I i ffi,»• sC[ ,', /// // 20 WATER LINE 4021 1/ /2 26T 60 1 / sor ST ais /// / ,�4' - n.ae• I 'o _ 1 I \ l \ / / / / / 9r wA1Li, ,� L0T2 I 1 1 1 1 1 BLOCK t// 1.62 ACRES e/ 1 100 cTRICAL 1 l EASEMEN / 1231/375 wn[ 81 CITY OF BRYAN _ 1 GmpT , / •f`, ^ , I , 6.60 ACRE TRACT I , 1940/152 NOT PLATTED 50 25 0 50 SCALE IN FEET L, I" - - - - - - / BLOCK I DETAIL G 6.33 ACRES I M1 , FASt9grT / / I I PROS BOUNDARY LOT ADJACENT PROPERTY BOUNDARY 1 mm I —O PROPERTY CORNER 5 25 0 50 I EXISTING EASEMENTS PROPOSED PUBLIC UTILITY & SCALE IN FEET I I PRIVATE DRAINAGE EASEMENTS ' Nt• ar Ie1l 4 7 II I COLLEGE STATION G�LIMIT LINE LEAGUE LINE FINAL PLAT i S 1 — a4ERLAY DI LINE ` 4 CR N. ARNOLD. 3 20 5 I — .. — .. .. PUBLIC ACCESS EASEMENT 203714/5�A` - - - - - _ 1 CAPROCK CROSSING ZONED C -1 DRAINAGE E AtE E NOT PLATTED I 34.944 ACRES 1 DRAINAGE FA9B.BIf 1 ,qr oT otlr y,nf � 1 Fifed !pr Rec°rA in: 1H2 ACRES n'tr BMtDS cmy BLOCK 1, LOTS 1, 2, 3, & 4 S]r 9r 411 Rw 09,20 12 at 03:26P BLOCK 2, LOT 1 a. a. a. a. a. — a. t. — — — — — — — — — t. t. t. — — — — — — — a. a. a. a. 1. — — = +� � t� � J P, BLOCK 3, LOTS 1 & 2 DETAIL F Baca.mt BuTuss COMMON AREA \DRAINAGE EASEMENTS 1 &2 A 63.00 A. BABILLE SURVEY, A -75 Receipt Web' - 45x520 S.W. ROBERTSON LEAGUE, A -202 Otth° Ba.1 COLLEGE STATION, BRAZOS COUNTY, TEXAS STATE W TEXAS CMMTY 8'BPPZOS OWNER /DEVELOPER: SCALES: ,' =,DO' A 1' =S0' I herebs cxtifv that this i strmat ws Brazos Taos land OCTOBER 2012 !fled m tpe date and tine staved a hsean hs x Development, liC. SURVEYOR: aT d ths Mf'cial Pand1 c olT� vine C.IeS. SIONOn, TX 77840 Bred K. R.P.LS, No. 450 Coll K S_ llG 8RA20S [BMIT7 OWNER (LOT 4 BLOCK 11: 4G3 N. i.aoa Avenu. Wellhom Sp.cl uunl1yy Olsfrict Bryon. TX 77803 as st...d ft •_ he .e, 4118 Greene PmIlle R°^d (979) 268 -3193 P.O. Boa 250 FNGINEE4 Rm 09,21112 W.IINem. TX 77840 So1,uMa Engl_. ' LLC OWNER (LOT 2. BLOCK 31' P.O. Boa 1+995 J.L Caut Cellsgs Statla^, TX 7842 Ruren R!9ueenr Brains Caultr Clerk 2 Rondo! Point Ct. (979) 764 -3900 BRAZ05 CBpTT Spdnq, TX 77388 SHEET 5 OF 5 9 .. s w. 0 0 MARCH 22, 2013 V Q Z rx W zo V 1 0 Q� ^ u J Z OQni W oWs'' � Q O Q a • O � W m G 3 � a Z � Z �_ O u U Q w F- U J � !Y U W �a O >F = n Q a U F- DRAWN BY GPK DATE XXXXXX CHECKED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 SHEET NO. E1.1 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. SWOBODA. P.E. 51UX. ON MARCH 22.2013. ALTERATION OF A SEALED DOCUMENT WMHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. b1lif O PROVIDE 3 EACH 4' UNDERGROUND CONDUITS BELDV ROADWAY THIS APPROXIMATE LOCATION. PROVIDE BRASS BOLT IN CURB AS PER DETAIL 3 SHEET EO.I 13N EACH SIDE OF THE ROADVAY TO DENOTE CBNDU T LOCATION. EXTEND ALL CONDUITS 5' -0' BEYOND ROADWAY OR WALKWAY EDGE AND TERMINATE WITH CAP AT EACH Da PROVIDE PULL STRONG IN EACH CONDUIT. O2 ALL SPLICING AND/OR TAPPING OF CONDUCTORS SHALL BE DOE IN THE BASE OF THE POLE OR AT THE SERVICE EQUIPMENT ABOVE SURROUNDING GRADE NO SPICING AND/OR CONDUCTOR TAPPING IS TO BE DONE BELOW FINISHED GRADE O PULL BOXES 'PB' TO BE BROOKS 36 SERIES WITH H2O RATED COVERS © ALL SERVICE EQUIPMENT, LIGHT POLES, AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATION. CONTRACTOR TO VERIFY EXACT LOCATIONS VITH OWNER PRIOR TO INSTALLATION. P4/ I / / / / / / I / / / O O/ \ r. 3 /4 2 -16, t -B8 G / R FROM PRE A2 / \/- TO PRE At - 3 /{'C, 2 -86, 1 -BB G A2 / F PE A3 TO PILE A2 / ,- D FROM PRE A2 TO PRE - A , At - - 3 /4'C, 1-06 G I FROM PRE A2 1 TO SIGN SI 1 � IGN S1 T. AREA 'A' - PARTIAL n ELECTRICAL SITE P LAN SoNLE_ I, 0 All \ \ \ ♦ FROM 1 -1166 \ FROM SERVICE A TO POLE Al FROM PRE Al2 YYY\ TO PRE All \ r i 3/4•C, 2 -06, 1-08 G Y FROM POLE A \ TO POLE A10 10 � I 1 1 , 1/ ON POLE A10 TO POLE Al2 Z I I I�'�1 a_ / / J / Q ' U I / ' U / ' w 'AI2 J W W cr Q ELECTRONIC COPIES OF THESE CONTRACT DOCUMENTS ARE PROVIDED AS A CONVENIENCE. IT IS THE USER'S RESPONSIBILITY TO VERIFY CORRECTNESS AND COMPLETENESS OF THESE FILES AND ANY SUBSEQUENT PRINTS. IN CASE OF ANY' DISCREPANCIES BETWEEN TINESE FILES, AND THE SIGNED ORIGINALS.TUE FINAL AND OFFICIAL CONTRACT DOCUMENTS WHICH ARE ON REPRODUCIBLE PAPER SIGNED AND SEALED BY THE ENGINEER ARE TO BE ON AS CORRECT. PLOT DATE:FRIDAY, MARCH 22, 2013 TWO (2) VC, 2 -14, 1 -"G FROM SERVICE 'A' TO POLE A3 / AND FROM SERVICE A TO POLE A9 / I 1'C, 2-414, 1 -06G FROM / SERVICE 'A' TO POLE A3 / OF / 4' MARCH 22. 2013 Go 200 1• � r q f` W OQ�o�zF O W a W V L) 0 4E Yo • O n Im s m � Q Z o z U) Z _ C u 1< U w ,n w 05 J p Y J J U W C a O >�= �W CL ,n = Q w U N DRAWN BY: GPK DATE XXXXXX CHECKED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 SHEET NO. E1.2 �OO RISER P0.E SERVICE 'A' / / NOTES. O1 PROVIDE 3 EACH 4' UNDERGROUND NDERGRD CONDUITS BELOW ROADWAY THIS APPROXIMATE LDCATDIL PROVIDE BRASS DOLT IN CURD AS PER DETAIL 3 SHEET EO.1 13M EACH SIDE OF THE ROADWAY TO DENOTE CONDUIT LOCATION. EXTEND ALL CODUITS S' -0' BEYOND ROADWAY IR WALKWAY EDGE AND TERNINATE WITH CAP AT EACH Elm. PROVIDE PULL STRING IN EACH CONDUIT. O2 ALL SPLICDC AND/M TAPPING OF CMDMTO(S SHALL BE DONE IN THE BASE O' THE PRE OR AT THE SERVICE .EQUIPMENT ABOVE SURROUNDING GRADE H] SPICING AND/ON CONDUCTOR TAPPING IS TO BE DONE BELDW FINISHED GRADE O3 PULL NIXES 'RE' TO BE BROOKS 38 SERIES WITH 1120 RATED COVERS O ALL SERVICE EQUIPMENT, LIGHT POLES. AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATION. CONTRACTOR TO VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO IN STALLATIM 3/4'C, 1 -411315 �\ TWO (2) VC, 2 -411, -066 FROM SERVICE SIGN S2 \ FROM SERVICE 'A' TO PE A4 R 1 AND FR04 SERVICE A TO PRE A9 \ / ONE (O 3/4'C, 2 -416, 1 -418 G FROM SERVICE A TO POLE A4 / T TO P ` 1 POLE AS \ \ \ \ TWO (2) 1'C, 2 -414, 1 -41615 ` ` FROM SERVICE 'A' TO POLE A3 ` AND FROM SERVICE A TO POLE A9 `\ ONE (I) 3/4'C, 2 -416, 1 -08 G EXE A4 TO POLE FROM PE AS ONE (D 3/4'C, 2 -416, 1 -418 G FROM FR POLE AS TO POE AS `♦ I A9 / / / / I 3/4'C, 2,%. I -08 G TO FR. AA87� / / / / / i A7 I / / / / A7 m / t a� R, eC AREA V - PARTIAL (j)ELECTRICAL SITE P LAN — SCALE: 1'- 30'-0' n PLOT BATE: FRIDAY, MARCH 22, 2013 ELECTRONIC COPIES OF THESE CONTRACT DOCUMENTS ARE PROVIDED AS A CONVENIENCE. IT IS THE U'SER'S RESPONSIBIUTY TO VERIFY CORRECTNESS AND COMPLETENESS OF THESE FILES AND ANY SUBSEQUENT PRINTS. IN CASE OF ANY DISCREPANCIES BETWEEN THESE FILES, AND THE SIGNED ORIGINALS. THE FINAL AND OFFICIAL CONTRACT DOCUMENTS WHICH ARE ON REPRODUCIBLE PAPER SIGNED AND SEALED BY THE ENGINEER ARE TO BE CONSIDERED AS CORRECT. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. SWOBODA. P.E. 513M. ON MARCH 22. 2013. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER 15 AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. J Q U W J W co Q / W I..L 1/2' 2' 0' 1' TVO (2) 1'C, 2 -04, 1 -41615 FROM SERVICE 'A' TO PRE A3 / AND FROM SERVICE A TO POOLE A9 / V V,- / / T TO P POLE AS y PE OF S 4 Ri S Z ��QWLO MARCH 22. 20'13 O � n Zo4� 2. m 0Q11, owai tl 0 ~ : o n Or m V Q Z co z VJ Z I L LLI /n U0w05 J YJJ� UW °Q O > cr D U) _ Q w Q U U) DRAWN BY: GPK DATE XXXXXX CHECMED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 SHEET NO. E1.3 DRAWN BY: GPK DATE XXXXXX CHECMED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 SHEET NO. E1.3 NOTES. PROVIDE 3 EACH 4- U D NBERGREIL CONDUITS BELOW ROADWAY THIS APPROXIMATE LOCATION PROVIDE BRASS BOLT IN CURB AS PER DETAIL 3 SHEET EQI ON EACH SIDE OF THE ROADWAY TO DENOTE CONDUIT LOCATIBL EXTEND ALL CONDUITS 5'-0' BEYOND ROADWAY OR WALKWAY EDGE AND TERMINATE WITH CAP AT EACH EM E PROVIDE PULL STRING IN EACH CIRCUIT. 0 ALL SPLICIMG AMDAIR TAPPM 13F CONDUCTOtS SMALL BE DOE IN THE BASE OF THE POLE OR AT THE SERVICE EQUIPMENT ABOVE SURROUNDING GRADE. NO SPICBNG AND/OR CONDUCTOR TAPPING IS TO BE DoE BELOW FINISHED GRADE Q PULL BOXES T'B' TO BE BROOKS 36 SERIES WITH H2O RATED COVERS © ALL SERVICE EQ nPMENT, LMT POLES, AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATION. CONTRACTOR TO VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO INSTALLATION 0 / / / I I -118 G ' TO POLE AS AREA NCM - PARTIAL n ELECTRICAL SITE P LAW .� SCAB: 1'- 30,_0' / / I I / / 3/4'C 2- I-BFROPOLE TO G / FROM PE B2 TO POLE Hl� / I I I / / / / TWO C2) 3/4'C. EACH WITH 2 -86. 1 -88 G, ON FR POLE B5 TO PILE H2 AND FROM POLE 82 TO POLE H1 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. S WOBODA P.E. 513M. M MARCH 22, 2013. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. z LL J Q U cc F 0 W J W U w Q ELECTRONIC COPIES OF THESE CONTRACT DOCUMENTS ARE PROVIDED AS A CONVENIENCE. IT IS THE USERS RESPONSIBILITY TO VERIFY CORRECTNESS AND COMPLETENESS OF THESE FILES AND ANY SUBSEQUENT PRINTS. IN CASE OF ANY DISCREPANCIES BETWEEN THESE FILES, AND THE SIGNED ORIGINALS. THE FINAL AND OFFICIAL CONTRACT DOCUMENTS WHICH ARE ON REPRODUCIBLE PAPER SIGNED AND SEALED BY THE ENGINEER ARE TO HE CONSIDERED AS CORRECT. PLOT DATE:FRIDAY, MARCH 22, 2013 1/2' 2' 7 1' .`.... 9 .:. . kIIITL� f �IQWLE )4 MARCH 22. 2013 0 O10 Ma4 O Q n o z }•X_uzV OWM. UFv �� Q ° V Q z 3 � z °—� _ 0W u) < U W Qd J Q -J It UWC)a O > =3 Q w U U) DRAWN BY: GPK DATE %XXXXX CHECKED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 SHEET NO. E 1.4 Z Rr sE AREA V - PARTIAL (:l ELECTRICAL SITE P LAN .� SCALE.- 1'-30'--W PLOT DATE FRIDAY, MARCH 22, 2013 0 \ HB 2 -06, 1 -88 G TO POLE B4 AND TO POLE 96 ELECTRONIC COPIES OF THESE. CONTRACT DOCUMENTS ARE PROV IDED AS A CONVENIENCE. IT IS THE USER'S RESPONSIBILITY TO VERIFY CORRECTNESS AND COMPLETENESS OF THESE FILES AND ANY SUBSEQUENT PRINTS. IN CASE OF ANY DISCREPANCIES BETWEEN THESE FILES, AND THE SIGNED ORIGINALS. THE FINAL. AND OFFICIAL CONTRACT DOCUMENTS WHICH ARE ON REPRODUCBNLE PAPER SIGNED AND SEALED BY THE ENGINEER ARE TO BE CONSIDERED AS CORRECT. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. SWOBODA. P.E. 51389. ON MARCH 22. 281 3. ALTERATION OF ASEALEDDOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. 1 p44. OF � ti •'• R� y Q A MARCH 22, 2013 Z 3/4 - C, 2 -86, 1 -88 G W F PANEL B TO SIGN S4 co Wzo g�• v~ N T O 2 Z 0Xna i p W t ° o 0 oa =• 6 O 0 3 � z LL J U � I ..L U W J W W cr yr z• 0' t' } z � z o_ O C LL G LLI � U O w Qd J c) Y J 0 U W C) 0 > � D 0 co = W U U) DRAWN BY: GPK DATE XXXXXX CHECKED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 SHEET NO. E1.5 - OH RISER POLE u / _ SERVICE 'B' THREE (3) 3/4'C, WITH 2 -86, 1 -88 G. FROM PANEL 'B' TO ,.. - SIGN S4, POLE H8, POLEH6 B7 \ 1 _ \ I / ' O1 PROVIDE 2 EACH 3 UNDERGROUND CONDUITS BEL13V ROADWAY THIS APPROXIMATE ♦ / ,- LOCATION PROVIDE BRASS BOLT IN CURB AS PER DETAIL 3 SHEET E0.1 ON EACH _ TWO (2) 3/4'C, 2 -86, 1 -68 G SIDE OF THE ROADWAY TO DENOTE CONDUIT LOCATION. EXTEND ALL CONDUITS POLE SIGN S3 S'-0' BEYOND ROADWAY EDGE AND TERMINATE WITH CAP AT EACH END. PROVIDE PULL STRING IN EACH CONDUIT. POLE 97 TO�POLE B4 - O ALL SPLICING AND/OR TAPPING OF CONDUCTORS SHALL BE DANE IN THE BASE OF THE POLE DR AT THE SERVICE EQUIPMENT ABOVE SURROUNDING GRADE. NO SPICING AND /OR CONDUCTOR TAPPING IS TO BE DOE BELOW FINISHED GRADE O3 PULL BOXES 'PH' TO BE BROOKS 38 SERIES WITH H2O RATED COVERS O' / 1 O ALL SERVICE EQUIPMENT, LIGHT POLES, AND SIGNS ARE SHOWN IN THEIR // / / APPROXIMATE LOCATION CO/TRACT13R TO VERIFY EXACT LOCATIONS WITH OWNER / / PRIOR TO INSTALLATION O1 3/4'C, W, I -B8 G ,/ / FROM POLE TO POLE 113 PB ♦ H3 / TWO (2 F 3/4'C, 2 -86, 1 -BB G \♦ / \\ , ♦\ �'' FROM POLE B3 TO S[GN S3 / , , TWO (2) 3/4 - C, 2 -86, 1 -88 G \ \ ♦\ FROM POLE B6 TO POLE 25 AND i \ \ FROM POLE 97 TO POLE B4 / \ ^ �/ \\ 3/41 1 -88 G F OL ROM PE B TO TO POLE 114 - P - - -�— 3/4'C, 2 -88, 1 -810 G \ \ FROM POLE B4 TO POLE 23 \ _ TWO (2) 3/4'C, EACH WITH - 1 i 2 -86, 1 -88 G FR13M PANEL H TO POLE B6 AND FROM POLE B6 TO POLE 95 i 115 \ II .+ / / 3/41, 2 -86. 1 -88 FROM POLE BS i0 POLE H2� / I I / I / I Z Rr sE AREA V - PARTIAL (:l ELECTRICAL SITE P LAN .� SCALE.- 1'-30'--W PLOT DATE FRIDAY, MARCH 22, 2013 0 \ HB 2 -06, 1 -88 G TO POLE B4 AND TO POLE 96 ELECTRONIC COPIES OF THESE. CONTRACT DOCUMENTS ARE PROV IDED AS A CONVENIENCE. IT IS THE USER'S RESPONSIBILITY TO VERIFY CORRECTNESS AND COMPLETENESS OF THESE FILES AND ANY SUBSEQUENT PRINTS. IN CASE OF ANY DISCREPANCIES BETWEEN THESE FILES, AND THE SIGNED ORIGINALS. THE FINAL. AND OFFICIAL CONTRACT DOCUMENTS WHICH ARE ON REPRODUCBNLE PAPER SIGNED AND SEALED BY THE ENGINEER ARE TO BE CONSIDERED AS CORRECT. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. SWOBODA. P.E. 51389. ON MARCH 22. 281 3. ALTERATION OF ASEALEDDOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. 1 p44. OF � ti •'• R� y Q A MARCH 22, 2013 Z 3/4 - C, 2 -86, 1 -88 G W F PANEL B TO SIGN S4 co Wzo g�• v~ N T O 2 Z 0Xna i p W t ° o 0 oa =• 6 O 0 3 � z LL J U � I ..L U W J W W cr yr z• 0' t' } z � z o_ O C LL G LLI � U O w Qd J c) Y J 0 U W C) 0 > � D 0 co = W U U) DRAWN BY: GPK DATE XXXXXX CHECKED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 SHEET NO. E1.5 SECTION 16 -A GfMERA FI FfTRifAI rXWRA THE GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS. AND APPLICABLE PORTIONS OF DIVISION 15 - A OF THE SPECIFICATIONS ARE HEREBY MAIZE A PART OF THE SECTION PROVIDE ALL SUPERVISION, LABOR EQUIPMENT, TOOLS, TRANSPORTATION SERVICES AND MATERIALS REQUIRED FOR THE INSTALLATION OF COMPLETE AND OPERATING ELECTRICAL SYSTEMS IN AND FOR THE BUILDING MAKE THE INSTALLATION IN ACCORDANCE WITH RECOGNIZED GAD PRACTICE FOR THIS TYPE OF WORK. USE THE PROPER MATERIALS AND THE PROPER METHODS, WHETHER OR NOT THESE ARE DESCRIBED IN DETAIL HEREIN. ALL EMPLOYEES MUST BE SKILLED IN THE WORK TO WHICH THEY ARE ASSIGNED. ALL MATERIALS MUST BE NEW AND UNDAMAGED AND IF GOOD QUALITY. CODES CONFORM TO LOCAL CODES, LATEST NATIOAL ELECTRICAL CODE, LATEST NATIONAL ELECTRICAL SAFETY (TIDE AND TO APPLICABLE STATE AND LOCAL LAWS. VHERE THE DRAWINGS AND SPECIFICATIONS EXCEED THE REQUIREMENTS OF THE CODE, CCMPL.Y WITH DRAWINGS AND SPECIFICATIONS. ALL EQUIPMENT PROVIDED SHALL BE U.L. LISTED FOR THE USE INTENDED AND THE METHOD OF INSTALLATION. COORDINATION COORDINATE WORK O' THIS SECTION WITH THAT OF OTHER TRADES IN ORDER THAT THE VARIOUS COMPONENTS OF THE WORK WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE AND WILL ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT, NOT JUST THAT INSTALLED IN THIS SECTION. ANY COMPONENTS OF THE ELECTRICAL SYSTEMS WHICH ARE INSTALLED WITHOUT REGARD TD THE ABOVE, MUST BE REMOVED AND RELOCATED AS DIRECTED, AT NO ADDITIONAL COST TO THE OWNER. WHERE VARIOUS ITEMS OF EQUIPMENT AND MATERIALS ARE SPECIFIED AS SCHEDULED (SUCH AS BY CATALOG NUMBERS), THE PURPOSE IS TO DEFINE THE TYPE AND QUALITY, NOT TO SET FORTH THE EXACT TRIM REQUIRED. THE ELECTRICAL CONTRACTOR WILL VERIFY THE ACTUAL TRIM NEEDED WITH THE MATERIAL IT IS TO BE MOUNTED ON OR IN. DRA DRAWINGS INDICATE APPROXIMATE LOCATIONS OF THE VARIOUS ITEMS OF ELECTRICAL SYSTEMS. THESE ITEMS ARE SHOWN APPROXIMATELY TO SCALE AND ATTEMPT TD SHOW HOW THESE ITEMS SHOULD BE INTEGRATED LOCATE ALL THE VARIOUS ITEMS BY ON- THE -JOB MEASUREMENTS, CONFORMANCE WITH ARCHITECTURAL REQUIREMENTS AND COOPERATION WITH OTHER TRADES AND THE OWNER IN LOCATING EQUIPMENT. FO W PRODUCTS THE NAMING OF A MANUFACTURER AND MODEL NUMBER, OR OTHER IDENTIFYING DESIGNATION, A A PRODUCT HEREIN IS INTENDED TO ESTABLISH CONSTRUCTION, PHYSICAL SIZE, ELECTRICAL CHARACTERISTICS, CAPACITIES, AND/OR OTHER FEATURES AFFECTING THE UTILIZATION OF THE PRODUCT IN THIS PARTICULAR PROJECT, UNLESS OTHERWISE NOTED. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE CONSIDERED AND WILL BE ACCEPTED IF THEY ARE EIX1AL IN ALL RESPECTS TO THE SPECIFIED PRODUCTS, AND THE CONTRACTOR HAS SUBMITTED A LETTER STATING THAT HE HAS INVESTIGATED THE SUBSTITUTION AND STATES IN WRITING THAT THE PROPOSED SUBSTITUTION IS EQUAL OR BETTER IN EVERY RESPECT TO THAT SHOWN ON THE PRINTS AND SPECIFICATIONS. THE DECISION AS TO THE EQUALITY SHALL REST WITH THE ENGINEER, AND SUCH DECISION SHALL BE FINAL. SHIOLLD TIE PRODUCT OF AN ALTERNATE MANUFACTURER BE 'APPROVED', THE CONTRACTOR PROPOSING SUCH PRODUCT SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS TO OTHER CONTRACTORS FOR CHANGES ON THEIR WORK NECESSITATED BY THE SUBSTITUTE. SUBSTITUTION PROPOSALS SHALL COEORM TO THE REQUIREMENTS OF THE GENERAL AND SUPPLEMENTAL GENERAL C AND SPECIAL PROVISIONS I If T Nr. P I BOARDS (120/24OV) TNIS SPECIFICATION APPLIES TO PANEL BOARDS DESIGNATED W THE PLANS PANEL BOARD SHALL BE SQUARE D OR EQUAL. MAIN RATINGS AND BRANCH CIRCUIT BREAKER RATINGS SHALL BE OF SIZE AND NUMBER REQUIRED. ALL CURRENT CARRYING PARTS IF THE BUS ASSEMBLY SHALL BE PLATED COPPER TERMINALS FIR FEEDER CO/DLICT13RS TO MAINS AND BRANCH NEUTRAL SHALL BE UL LISTED AS SUITABLE FOR THE TYPE CONDUCTOR SPECIFIED. THE LOAD CENTER BUS ASSEMBLY SWILL BE ENCLOSED IN A STEEL CABINET. THE SIZE OF THE WIRING GUTTERS AND GAUGE STEEL SHALL BE IN ACCORDANCE WITH UL STANDARDS. FRONT SWILL INCLUDE DOOR AND LATCH AND BE PROVIDED WITH A DIRECTORY FOR CIRCUIT IDENTIFICATIM CONTRACTOR TO PROVIDE COMPLETE DESCRIPTIVE LABELED DIRECTORY F13R EACH PANEL BOARD UPON CO OF WORK. = CI CI RCUIT RCUIT KER BREA KER BITE BRANCH S SHALL BE SQUARE D DR EQUAL. ALL BREAKERS SWILL HE QUICK -BREAK MECHANISM. TRIP INDICATION SHALL BE CLEARLY SHOWN BY THE BEAKER HANDLE AKING A POSITION BETWEEN N HEN THE BREAKER IS TRIPPED. ALL MULTI -POLE BREAKERS SHALL BE SINGLE OPERATING AND 'OFF' W TING HANDLE, COMMON TRIP VARIETY. SAFETY SWITCHES SAFETY SWITCHES SHALL BE HEAVY DUTY, FUSIBLE OR UfEUSED AS REQUIRED BY THE CODE. RACEWAYS BELOW GROUND - RIGID NON - METALLIC CONDUIT (PVC). IN ADDITION TO CIRCUIT CONDUCTORS, PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH TABLE 250.122, NEC IN ALL NON - METALLIC RACEWAYS. THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE SECURELY ATTACHED TO EACH ENCLOSURE TO WHICH THE RACEWAY IS CONNECTED. FINAL CONNECTIONS TO EXTERIOR SPACE CONDITIONING EQUIPMENT - LIQUID -TIGHT FLEXIBLE METAL CONDUIT. IN ALL AREAS WHERE ALLOWED BY CODE EMT SHAH BE PERMISSIBLE. .IRE ALL WIRE USED ON THIS PROJECT SHALL IRE 600 VOLT COPPER, TYPE THN. NO WIRE SHALL BE SMALLER THAN 012, EXCEPT LOW VOLTAGE CONTROL WIRING SET LIGHT POLE WITH DOUBLE NUTS ON 1 -112' NON SHRINK GROUT ALL EXPOSED AREA OF CONCRETE (3) EXTRA SPIRAL - TURNS AT TOP NARKS WHILE THE CONCRETE IS GREEN BUTTERING SURFACE WITH GROUT AFTER CONCRETE HAS CURED WILL NOT BE ACCEPTABLE F 30' BELOW FINISH GRADE MINIMM ALL WIRING SHALL HE SIZED AS PER NATIONAL ELECTRICAL CODE REQUIREMENTS AND IT SHALL BE THE 1- 1/2 C,3 -01, 1- CONTRACTORS RESPONSIBILITY TO VERIFY SIZING AND BRING TO THE ATTENTION IF TIE ENGINEER ANY METER CHANGE OR S WHICH HE MAKES BEFORE INSTALLATION. UTIL CO END A SECTION 16 -A R; a eE 20A GFI DUPLEX RECEPTACLE WITH CAST WHILE IN USE COVER TRANSITION TO SCHEDULE - 40 PVC AT 2'-W PAST CONCRETE FOOTING (8) B7 VERT. STE 03 SPIRAL 12' PIT, 3,808 PSI THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. BWOBODA P.E. 513W. ON MARCH Z2. 20I3. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. 6' MIN NOTE- PROVIDE MINIMUM OF 36' EXTRA .IRE IN PULL BOX FOR FUTURE MAINTENANCE AND TAPE. POLE BASE USING i 6SDB COPPER (j) = POLE FOUWi ATM MAL SCALE: N.T.S. r - - - - -- CONTACTOR 71TH - 1 IPN7TO- 0.ECTRIC HAND -OFF -AUTO CELL SELECTOR SWITCH L INSIDE ENCL. I D I I A I I 120V I rc I I I I C I N I P/C . 3000 vA 12OV, 2-3 FE. 'ON' FIELD ADJUSTABLE C • CONTACTOR AS REQUIRED FOR LOAD DIAGRAM ) . N.T.B. MENA 4X STAINLESS STEEL LIGHTING CONTACTOR ENCL. AND CONTROLS AS PER DETAIL 4 THIS DRAWING 3' GALVANIZED SCHEDULE 40 PIPE SUPPORT WITH GALVANIZED CAP AND GALVANIZED P -1000 UNISTRUT AS NEEDED FOR EQUIPMENT RACK MA 3R WRING GUTTER -HOUSEKEEPING PAD VITH 03 BAR 12' CLEM. SERVICE CONDUIT WITH 3 -i1 SERVICE - ROADVAY OR CONDUCTS FROM LIGHTING CONDUITS UTIL COPANY XFMR 116 GROUND 3 EACH SPARE CONDUITS PER NEC REQ. D INSTALL PULL STRING AND CAP AT ALL OPEN ENDS. 1. E.C. TO ON COORDINATE FINAL LOCATION, ARRANGEMENT OF TO AND HEIGHT OF RACK WITH OWNER PRIOR TO INSTALLATION 2. PROVIDE SERVICE CONDUITS AND RISERS PER CITY [IF C ON COLLEGE STATION UTILITIES FOR SERVICE 'B' AND PER BRYAN UTILITIES (BTU) FOR SERVICE 'A' ROADWA LIGHTM n ELECTRICAL SERVICE 120/240V, 10. 3W. 12U n �aeo� ® ®xt- 'oa1�• SCA1E: N.T.S. P AN EL _L2L0Z?_4_0_ VOLT, I PHASE, -!- WINE MCS I SURFACE NOUN i STAINLESS STEEL �BBBBBBBF :•:TAI #� '®' �� ALL R EUR07KKlE ML SERIES LARGE LUNINAIRE ON 2Z-W STEEL POLE WITH EADS ALUNIUN ARM, ALL DARK BRONZE POLYESTER POWDER CDAT PILE • EPSX 22 5357 ANDB ARM O EAD5/1 ANDB FIXTURE B EN25ST AWN /O7G GCF SR4SC TB4 MDR PROVIDE DOUBLE FUSING IN BASE A EACH POLE {WV NI �� R � n •00 COMM � ► �w � o NF ©�a?_wFa wFa CONDUIT n OVERHEAD ELECTRIC CB CALL BUTTON 0mw ww � !©wEZ�A ORM CONDENSER �n PULL BO% OR PUSH BUTTON n n�n•oBV � w PH w ER ERROR ► �m� ww�n imm om � ww�m UG ©mn DWG DRAWING m � ww ► E w � mwww�rFFa ER RO R F ©OrFa '�R7 TRANSFORMER sum n_oo ©o DRAWING NUMBERDETAIL NUMBER � w � ww 91 Fri mm ©o ►- M F" Fig � ©mozon � wwww�� FIBwE.� Fm_ ©l� �ww �� FZI � ww ww ww —Pm —FZ! FM F37 —ww ORION w ERROR ERROR �ww R0 -06 ERROR —F77 Fm Fs>f��w m�w� �► � ww�Ill� � � � w� —FFI Rn gn .B�w —'m- � ► � �w��_ I�w� e B71 L\ � �BBBBBBBF :•:TAI #� '®' �� ALL R EUR07KKlE ML SERIES LARGE LUNINAIRE ON 2Z-W STEEL POLE WITH EADS ALUNIUN ARM, ALL DARK BRONZE POLYESTER POWDER CDAT PILE • EPSX 22 5357 ANDB ARM O EAD5/1 ANDB FIXTURE B EN25ST AWN /O7G GCF SR4SC TB4 MDR PROVIDE DOUBLE FUSING IN BASE A EACH POLE {WV NI �� R � F7 Room- 1DR'lr7 COMM � ► �w � � © NF NON -FUSED wFa CONDUIT Fi OVERHEAD ELECTRIC CB CALL BUTTON O w � !©wEZ�A ORM CONDENSER PB PULL BO% OR PUSH BUTTON n —� ww � PH PHASE ►ww DISCONNECT UG ©mn DWG DRAWING n m�ww —� E w w � wwo ER RO R F ©OrFa '�R7 TRANSFORMER r�B�ww rE��wwl GROUND X.XA DRAWING NUMBERDETAIL NUMBER �ww ww � ww�m M rt� rn�ww � w_w�w�Fa� Fsi�ww �ww �� FZI F37- w � wwtw� —FZ.7 FS7 �www BS7 —_w� En -�1 - �► � ww�Ill� � � � w� —FFI Rn gn .B�w —'m- ULE LOONT FON` URE SCHEDULE TYPE MFG. I DESCRIPTION LAMPS ALL R EUR07KKlE ML SERIES LARGE LUNINAIRE ON 2Z-W STEEL POLE WITH EADS ALUNIUN ARM, ALL DARK BRONZE POLYESTER POWDER CDAT PILE • EPSX 22 5357 ANDB ARM O EAD5/1 ANDB FIXTURE B EN25ST AWN /O7G GCF SR4SC TB4 MDR PROVIDE DOUBLE FUSING IN BASE A EACH POLE {WV NI PONE MID. FM. TYPE 'X' CONTACTOR % 0 /NET.A RATING/ F OR NF /CURRENT RATING R � PULL BOX 12UV PANEL NOTE: ALL SYMBOLS MAY NOT BE USED COMM Q o o IRIEW TO Mn S A I RIPS NF NON -FUSED C CONDUIT BROOKS PRODUCTS NO 38 TO ENTER AND BOTTOM OF BOX 3/8" X 3 MSS STOVE BOLT CONCRETE AT EACH END - -Tr l r li - 48' MIN L r— 5' MIN CURB OR SIDEWALK (BOTH ENDS) J SCH 40 (8�_lDP9DER ROAD SLEEVE SCALE: N.T.S. ELEC TROC AL SV o Od SCHEDUL UL SYMBOL DESCRIPTION SYMBOL DESCRIPTION y � K /"'V"X• // ©\ ❑ XP/XXM /XXA PONE MID. FM. TYPE 'X' CONTACTOR % 0 /NET.A RATING/ F OR NF /CURRENT RATING R � PULL BOX 12UV PANEL NOTE: ALL SYMBOLS MAY NOT BE USED COMM Q o o IRIEW TO Mn S A I RIPS NF NON -FUSED C CONDUIT OE OVERHEAD ELECTRIC CB CALL BUTTON P POLE CONO CONDENSER PB PULL BO% OR PUSH BUTTON DET DETAIL PH PHASE DISC DISCONNECT UG UNDER GROUND DWG DRAWING V VOLTS VOLTAGE E E%ISRNG W WATTS, WARACE F FUSED XFMR TRANSFORMER G, GNO GROUND X.XA DRAWING NUMBERDETAIL NUMBER HP HORSE POWER ELECTRONIC COPIES OF THESE CONTRACT DOCUMENTS ARE PROVIDED AS A CONVENIENCE. IT IS THE USERS RESPONSIBILITY TO VERIFY CORRECTNESS AND COMPLETENESS OF THESE FILES AND ANY SUBSEQUENT PRINTS. IN CASE OF ANY DISCREPANCIES BETWEEN THESE FILES, AND THE SIGNED ORIGINALS, THE FINAL AND OFFICIAL. CONTRACT DOCUMENTS WHICH ARE ON REPRODUCIBLE PAPER SIGNED AND SEALED BY THE ENGINEER ARE TO BE CONSIDERED AS CORRECT. PLOT DATE:FRIDAY, MARCH 22, 2013 J_ I W J U_ U W J W yr 2' 0' 1' ANCHOR BOLTS TO 40' MINIMM BELOW GRADE WITH ALIGNERS. CIRCLE DIA AND BOLT SIZE SMALL BE AS DETERMINED BY POLE MANUFACTURER FURNISH AND INSTALL BOLT COVERS NATURAL GROUND 38 -T C.I. COVER COVER TO BE MARKED 'ELECTRIC' OR 'TELEPHONE' TO DESIGNATE ASSOCIATED UNDERGROUND CONDUIT USES. V O Z W a0 Z - Z ZO � I • Ixl �I�ozrc J W q o V W O� Q Q O Q s � � • O u o m ED O 3 � 1-V � l }> Z o O'� W < Q 1.., L W U) U 0O w� J � Y j v UWC) Q p> 0� I Q W U Q DRAWN BY: GPK DATE XXXXXX CHECKED BY PMS REVISED REVISED REVISED REVISED REVISED REVISED REVISED PROJECT NUMBER 101 -1303 GHEE, NO E0.1 W-12 - - ' s -6 r6eAelLJKeonr+D \ \ . e sorer L►f \ o \ ' 1 i m RI¢ J - 1pTC t. msmro oclsA9 sllaxn alawl r arso oN ar�aY oArA >. umt ro R.w vsw sort s1Am sonwz uts t4Grrtr. . srxi suss v tn9toln coax a ,NS rsvlolr m scLwxx wrrn rt6 xxrs m rIn YAwlmr m soswwx surtACc 3 Y R uR PR w1xINL RG !nx-M G�aa 0.. wmt f�5NEl4) r°RalNeKo-t. sW -R w.9 t8p x.EA[ nfpAxm ouE m a smxx Isa Isc wash m x son -x. 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(]kL rARA) N / umrM lE nAl13 xpE Ai ALL JlNt! cp�p • w"n Suo 541 : '" 9� en jp ry x� MMA; mans r• -.«. r Axo sass —� r A r sr� a occweAS az") 9p- eenp so• "2'.& vt N0 � a r e ..:. .• s a:ui pi Asn o�.xoe �waw sr¢t n ttE U i 9p.ss p.us_w. l � Rnx)ma16 R aIIDAlIpu sasron �mn (nAUtnx9� ao.'} w s wA svi xw �= n�oa;'w� EppAl CASTINRMCEMANHOLE 91RL n 1v4 nAlE PRECA.S7'MANIIOLE STANDARD DROP MANHOLE STANDARD MANHOLE S1 -02 a lawt� �� a �. s :". �iu� oAxxru rlwma w.0 a< mvsm rnq a w u ows n.. Ravxmu si¢ 9 -srAn9w- ��cax �"wt P0N G awaan w i om°s x�RRAN �)QOa.asms+c wz asc a x] mns (srr Nolr +� Asm�"uo. i �x Ra.n powc°s suu vner wtN as W c s ".0 "or a svAa�o upns nA" iz c alnxw 1 OPEmN CREATION DET �� ] n Vii. ruO n caa)x.a rxn lnRSIAnMSS Sa]L "]' w/ svA.nps tn:� A Blix]t 1E t_p- pp .: Ea Fl . I � E p l r M m w cpxaaw S.uLL rE 1000 P.lA IM � M L " Y. (5¢ "°xE ].1 "x • r NFw WVFIl1 SC C'w`s °P r: �aonl Pq' a u.a:...E �ryax°aat¢aiJe'n" DETAIL SECTION NEW u� S1°~'�POADA xu[psUAµ4. _ _ �� n w � �1 \rANNOLE CONNECTON DETAIL (p1-NECTION (]![ap1 INSIDE DROP MANHOLE STANDARD MANHOLE TIE IN N C DN DET SEC ON NEW 51 -03 SI -01 t � nlwltlllxAL rAt4le]r stR eAwa r�K CO/ACim Y4rYxff aTA9F Imo Orr. X r A . 1sTS�M PPL..F. ro 171x1 P�Y SALLY CPdI�I X AT w WIN) pPTnaul wsnss t>B I Prx I .1RpMM PPE re ,9OKN nnT,on ]HNL Q RPE YNrLL R1rFFl1 QL 11(164 BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND WATER PIPE N.T.S. sxu "n" ��aE r stTn]titwxsr t�� y q eoossnrl an�sTwc FRAME t SEC77ON m aa]aus"'csi.tc PLAN VIEW r�slµ �srtii wAawro sMSAa COVERSEC77ON PICEBARDETAIL BOrroMM STANDARD MANHOLE OFCOVER RIN AND COVER DUC77LEIRON V -14M3 $p SCALE SHEET THE SM ACING ON THIS CAPR 0 CK CROSSING S SING DOCUMENT WAS AWHOR�D BY SE WER LINE — S I VERTICAL Schultz Engineering, LLC JOSEPH P. SCHULTZ. PL. LICENSE 1 °:4 3 27301n1tg1t've, Suite A No. 69869 ON NOVEMBER 10. 2712. ,4a„, .. saxaTi SUBDIVISION HORIZONTAL VAT tolle6e Statfoo, Tex0s 77646 ISSUED FOR CONSTRUCTION _ 68 e� STA. 0 +00 TO 2+ 19.80 979.7643900 TBPE N0.17327 ,e „ -ts PUBLIC INFRASTRUCTURE anmNG SC F. 1;, 3 SUNV6YE0 DESIGNED ORAWH APPROVED JOB NO. GATE �IA6'' PLAN & PROFILE 1 SEWERUNEDEPfHREVISON - ROCK JPs - 1232 COLLEGE STATION, TX NARK REVISION BY DALE KERB OlD OLO JPS 11 - 192 NOVEMBER 2012 SCIIVLTZ� lk FlLE NAME: 11 �,,�11 4 0 20 0 41 = _ SCALE IN FEET r t i l a NOTE i For structure details see structure cross section sheets. RUN -OFF COMPUTATIONS DRAINAGE AREA C Tc * ° I' * "Q" REMARKS h (min) mm1hrXff#31 14 1 3.96 0.70 6.0 202 1.53 STRUCTURE N0.14 Ste. 6 +670 SH 6 WFR (North Side) 15 2.1 0.60 4.0 250 0.85 STRUCTURE N0.15 Ste. 6 +674 SH 6 WFR (South Side) 16 2.2 0.60 10.0 250 0.91 STRUCTURE N0.16 Ste. 6+794.51 (SH 40) * VALUES REFLECT THE 25 YEAR DESIGN FREQUENCE. The seal appeor/ng on this document was authorized by John 0. Page, JR. P.E. 33679 on March J. 2003. Alteratlon of a sealed document without proper notlflcotlon to the responsible engineer Is an offense under the Texas Englneering Proctice Act. 02003 Texas Department Al f of Transportatlon Bryan Area Office SMALL STRUCTURE DRAINAGE AREA MAP SHEET 4 OF 4 0 y. 98 : FEDERAL AID PROJECT N0. SHEET NUUBER 6 STP 149 STATE DIST. I COUNTY TEXAS BRYAN BRAZOS SCALE 1:4000 CONTROL SECTION JOB HIGHWAY NO. 0540 1 08 1 001 1 SH 40