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HomeMy WebLinkAboutDrawingsL4 ., a '< •. .: •. •'•!+ : e: ;t' ,: 4'". , d• . T : Via"• - ' r " - . 4 +4 9 M .A' 9 !Try N • M: d •4 . , .. - d.. ,.- •a L '. .. :dam �•, 4 .a 4. w a ,a 44 N l� •4.. • •t• � z O L •• S a. Y .n • n Lw K I C m. Ir . y x a a • J • /:. • W :4' d i, P t •• W+ Q. rn .. 's 4 .. PLANTING Y. LE END , '.d G • •. a .. .. : � 4 I'14 D W I W-1fi --_�W-T6 AE- -"" A F `�w�•�w. ,"���-'e"��V mow` -_w_16 LNLOAK -- "_ / � O Y W_ • 3.5" & LARGER (Q 1•� i 16 (Quercus virginiana) 8 300 2400 �! ` ` CANOPY a * Y > aik�° rn 20 10 0 20 j W A Z SCALE IN FEET W w O v / rn INDIAN HAWTHORN Q U P 5 GAL Oiaphiolepis indica) 20 10 200 SCREENING SHRUB I I m H � � Z I 0) I /• �eR CREPE 'AIYRTLE e� 1,2 5" CAL (1-agerstc coria indica) 12 40 480 H ' . y NON I.P.NOPY U J I POINTS PER PROJECT AREA: A 70,000 SQUARE FEET OF SITE AREA 70,000 SF,111,000 - 70 -" -- — -- ►.,1 Y m 70.x 30 - 2,1100 POINTSko STATE HIGHWAYI40 STREETSCAPE: - CANOPY TREES (1 PER 25'): 1361- 6 CANOPY TREES REQUIRED '1a 12 NON -CANOPY TREES PROVIDED' STATE HIGHWAA 16 STREETSCAPE: a ` GENERAL NOTE: CANOPY TREES (1 PER 25): 238' 10 CANOPY TREES REQUIRED ` 1. 1009, COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, 20NON-CANOPY ES PROVIDED' " .a' - - •. „ I . D DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS k . ° 4. DECORATIVE . " . ` ` Y . REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE ✓� 2NON-CANOPY TREES C UNT AS 1 CANOPY TREE PAVING IN " ', ` AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND INTERIOR ISLANDS ` ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ` 5 .6 2. TREES MAY BE DAMAGED OR REMOVED FOR UTILITY (374/ 50) 300 POINTS o 2,299• POINTS CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT. _ ST S,6 ` ` D THE PROPERTY OWNER IS RESPONSIBLE FOR THE `PARKING LOT SCREENING WILL BE PROVIDED BY A 3' TALL z ` d01S . " `» BERM BEI WEEN THE PARKING AND RIGHT OF WAY &SCREENING SHRUBS. O RE, DAMAGED OR REMOVED TREES. REFER TO THE CIVIL PLANS FOR DETAILS ON BERM GRADING AND ELEVATIONS. / ` \ IRRIGATION SYSTEM NOTES: W ry TOTAL POINTS REQUIRED: 4,344 POINTS \ \ I ° ' : 1. AN IRRIGATION SYSTEM TO SVICEALL NEW PLANTINGS TOTAL POINTS PROPOSED: 4,360 POINT m WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. (2,400 POINTS FROM CANOPY T ES = 55 �) V9 .............. * m 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EI'T'HER A \ \ ` . rn PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK ` APUANCE FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. O ST — ST ST ST ST —IST — ST — ST IST -- ST — ST— ST ST ST — ST ST m 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED — UPON INSTALLATION AS PER CITY ORDINANCE 2394. DRIVE\ N THRIJ c 4. IRRIGATION PIPING SHALL BE INSTALLED NEXT TO THE 12°^ 1AI IQI� i y �` Ti PARKING LOT BACK OF CURB AT THE EDGE OF THE PUBLICS , .i f ` ` ` `+ ` `• `. X TREETRUN L L.. W RE I PAL!-.�...",..�,:.. ...! UTILITY EASEMENT AS MUCH AS POSSIBLE. THE IRRIGATION rn SYSTEM MAY BE DAMAGED OR REMOVED FOR UTILITY GUY 1 - Y ESTAKE NN CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMEENT. L j 'i I THE PROPERTY OWNER IS RESPONSIBLE FOR THE PLAN VIEW o / / 3 REPLACEMENT OF THE DAMAGED OR REMOVED IRRIGATION SYSTEM. Ln / / Irn - N w mow cn N -U 94 64 0 WIDE NYLON WEBBING toi 94 "Y WIDE NYLON WEBBING ROOT CROWN TO BEAT FINISH \_ORGINAL GRADE GRADE OR 1-2" ABOVE GRADE i V N - 2"x2" WOOD STAKE AT OR Ix - BELOW GRADE a 2"x2" WOOD STAKE AT 2" SETTLED LAYER OF MULCH ROOT CROWN TO BE AT FINISH OR BELOW GRADE 2' SETTLED LAYER OF MULCH GRADE OR 1-2" ABOVE GRADE h r FINISH GRADE TILLED OR BROKEN UP SOIL 3 . `'T MIN 12" DEEP PROPOSED GRADE TILLED OR BROKEN UP SOIL /� d / MIN 12" DEEP 2X WIDTH OF (^1 ROOTBALL Nil 2X WIDTH OF�I / ROOT BALL TREE PLANTING (>2'j CAL) N NOT TO SCALE ° cc TYP. TREE PLANTING ON SLOPE w' o z NOT TO SCALE uj DEVELOPER: ONER: z > W CWS RETAIL COLLEGE BRAZOS TEXAS LAND �1 cc 00 o STATION, LTD. DEVELOPMENT, LLC. Q;; z 6565 W. LOOP SOUTH, C/O CAPROCK TEXAS Qi Q o - SUITE 760 110 LINCOLN AVE. STE. 103 )a1 BELLAIRE TEXAS 77401 COLLEGE STATION, TX 77840 Li . I � I I I 1i � I I i I , I I I � . I I I I I I � I I I I I . � � . � � � I � . . � . I . � I . ­ � � I I I � I I I . I . I � I . . I . I 11 . I I I . � � i . . � I I � . � . . . - 1. I . I I . . I � I . I I � I I . � I . _11'vglf� I . � .1 I � I . - . . I I � I . . �� I . . . � . I � � . . I I I I � I . I I I � . � . � . . I � � . 0 � � i I � / I � I I � 11 � � . I I � . � I � . I I I � I I I � . I . I fn i I I � I I � � I � I . I I . I � I I I . - I LEGEND . . I I . i I 0 1 1 � I I I . � � . I 1-11, I I . I I � � I I I I I .. . � 1 IN � I . I � � . I .j H I I � � I ­ . I � I , - � � . 11 111� � I I I I I I � I I I . I I � � � � I � � .1 . I . � I .11 I I � I 0 � I � . I . I .1 I I 11 I I I I I � I, 11 . � I I I I � I I . �. � � 11 I � I � I � I I ­ �. I .j C5 1 1 1 1 1 1 - � � � I I �.. I I � I I . � I � � . I I .1 � � I i I . I . I . I - __ � � I ­ � .z � I I I � � I . I . . . I I I I I . I � � I I . I , 284 - - EXIST114G CONTOUR . � � . � I V% w � I � I i I � I I I � � I � . I � I I I I I . I . I I . � I � I I � I . . I � � � I ,� I I I I i � . 1� � I . 1 (3) CL , , I I ,� 1 I . I I I I � I � I , cm � � � I . . I . . I I � , I I I � I � � � I . I � I �_ I I I � I I I � � STATE HIGHWAY 40 � I I . . I . � . I I I I I 284. PROPOSED CONTOUR � i - � � I . I � . c, � . I . I � I I � I I I � � - . I i � I I I � � � I I I I . . � � I I I I I . I - I I I � � . 1. ,. � I IIIIIIIII011 I � I � I . . � � � I I I I I � I 1. I . I � I . (WILLIAM D. FITCH PARKWAY) I . I I . . I � � . I I I �� . � I . - - - - -. - - BUILDING SETBACK I . I . ­ I Lm i I � . I � I I . � w i I I . . i . I I � � . . I I I � I i I . i � i a , ' . c* I I I 11 . R.O.W. VARIES I I . � I � � I I I I . I I . I (D :L � I � I I I I I � � I 11 �� I I . � � . I � � I I I I � 1 :3 r- I I I . I � 9 I . I . I . . � . . I � � I . . . I I I I =_ I - I . . I I I I � DARY I I ... . I . � (1) (n .2 In ','O � jj;-1_ I � ,� I I ____=�;�=R_, � I . . � I I � . _j,6;6;� �__ _�.Z:,.,. ... I.! - _.... .,._., � I . � I I I LOT 4. BLOCK I � I � � I I � BOUNI I I � I I � . I - -Z* " .. 11 � I � � I . I I ,* 0 - � I � . � . I I I . I 1 . � I I � I � . I � , I I .1 I .� .1 , I � I I c: � 6 'm " ,'� 07 � c n , � I � I I I . I . - j�; j�, 7'9 � __� I , I I - ­� - - � � I . a- .L L- __,�, . I WELLBORN SUD I I I . I LOT LINE � I I �. .1 'In I � I � _ I ! . 11 11 WATERLINE VALVE VAULT I . I I . . � I ,� I I .E F, 14 � !! - . I ZONED ,A-0 . I I I . I I - � � � I � � 0) 0) I � � � . _______�_ I ___ . I I __� 111'', . .. ..... I ''I'll'' ,"'',"', . � (WELLBORN SLID) , I rEXISTING 16" WATERLINE .� A I I I � � I . I . . . � , I - , - , - I . - I . . I .� � � I I � I to ba tA �o - - -- / Iq ____ ____ .b. __� I . � I I I SILT FENCE I I . � . . I I i= r_ 0) m t - I -, _� . --- . - I I NMI . ­ I I � I X1. . � . - - I / --- ___� m -.-- --- I r__ -, � � (WELLBORN SLID) I I _q I . I I I . � . I I � I � I . � - 9 - (v a; I I I I I - - - - 1 -323 1 r - -_ _� , -_ _� - � --- I I _____ . � _-, - - -_ - - I 1. � 40 20 .0 . '40 1 1 � � � . I I . � � I � L � I I �uj I � of__ , r- - __ - I - � , I � I . I I -- - ST - ST - ST - ST - I TIAG STORM SEWER PIPE I I I . I 0 u �G) - T -'-ST ST - T r -_ _� - �_ __� � .1. _� -_ . I I I I � EXIS I I � � � . � I .,. ___ - 11 . � I � I . � I I . � 1 � I rm < I � =::::i - - __ - - __-_ ,...- ,. � ___ .--,- � I .�_ I - � SCALE IN FEET I � I I � . I I I I . � I . : I I I 1. �� I I . I . IN 1% � � __- - . .. !. �-,j��;1.,.t,:.1.".,.!,!_,j - i __ _� I I I ST - ST - ST -, ST - EER PIPE ; I I � I I � I 11 . I 4_4 N i I ,,- � � f _Lcl:�^,__�_ � - � , - *11 Z�_�____ ." - . ...'; I, "... -��.. - ­ - - - - I I � � � � . � - - - , � - I . .. _.... 71.__.7m�. .... i�' -. _� I � � . I .. � . � - - I I--- I I . , , , .:;... �k 1. .1. -,�,-,-..;� �� I �., , - - _., 7 � : . ., I � . I I I I . . - , � .� _ � --- _� , .1 - I I - ------ , I I i � I I I I I I � I I - � .- -, - __ . _� . . __ � - vg� -1.11 .. ..... _' .. ; , ! ! . I I I I . , - - .- , .0 :, .;.- I I - . 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I � . . � I i , . � I - ---- 7 __., - . _ ., ..�. .". _ I . . � I I ! . �;_ __ . , "' - "t ­ I !�, - 4. 4i.,= Z,i I � � . *4-- . 4:4!_ ___ - n-_� 1:1,`.�.��_t_-_"_-_ __ �11.1_`:_, :I- N,2`0_1 e� - _i__ - - UA:�, -,�_ ___ " �g . ,;**-`�� ., - . ,, ml I I I 0 - __ . - - - - . - . - ".- _0 . . . .. W. I . I I � .. _N87 W 4WE - 2 L'i", - .. ., ,!;; ,�.F_4_ . . ­ , . I ----- - -Ij�_:,.. : .... :I ..'', �­M­, .1 1, .. � � I I � I � - I � � I . - I I � ­ 11 I � � . _AE -AE � I I I � � � - � �___� * " 1w 08'WE - 22 4 ;I .... . T._ I I RICAL LINE � I � I � I I I I I --- -11, -­ .. .." �7-,r--,Q . _. __ ,-. . . I . I I � � I I . I I � . I . _111<_ - --I 3 tj .- �t I I � . . - . I I \ , �1_v_ ��, PRO 0 � ­ - .�. . o--,--.,�,�­ ., I � . OVERHEAD ELECT .. ... - I . I .. I I . I � � I I I I I I . L � I I .. - 11� . �-!­.- -­"t!.��-%':,�r I .1 . I I U) � Xt !,., . I.. , ,,� - �_ -- . � , . . - - - - -- a - _\_ - !11 *_ __ _ � � - r - _1:z,7 �, - ACCESS TO LOT 4 - .. .. . 1. � i I I I I . I . . � . � � I � I 1. � � � 1_� ,�"z . N��� _Z� I . . � I - . . - . . _ . - . . � I I . . I ��_, � I W_ f ___Z__ , Z_ - , - I \ � . I I . � I I I 11 .." ... 1_ �__� --__ :zzz----� -__ ---,: -\,% . � I I I I � PRIVKCE ACCESS EASEMENT � - I I � . � . I I I � . I . I __ ___ - , . � � . I I 1. I I I I I I I . I 1. I I . . I C11 � �___ I I ­ . I I I � I �, I . I I I I %__1 I \ � -__1 � TERLINE ... - - , �� I -\ �� I � . I I � . I I � . . � . . . . i I I _'... V, I EXISTING 8" WA W-16 _______�� ,-��, --zz \ . , * I � , I � . I � - VER - VER - VERIZON UNDERGROUND LINE I .1 I I 1. . I I I . -1 � ..� � I . I � . . I '__� � I � � I/ / . � --- - -_ - ---,-- � � � ­ I I � I I I I . i . I I I � I ­ . � I I I I I I � __��AE it / - .#- - _� � I I � . I . I � I � I � I i . . . 11� �11 � ,� . . I i I I . ; I � . PRO C�-!,,, - 11 . ---- \_,��\ "', AE ---------AE 20' PRIVATE CROSS N\ --W� � % I I I I � . I I I � F1 - _F=LmE � i I . I . 1. I � I I I I . . CROSSING SIGN LOCATI s . I I . I I FM Lm . I 1 1 . I . . I . � I 1. � I . ON' � I . I I ACCESS EASEMENT �� � . I FIRE LANE I � I I I . I � � I I I I I I I . I � . � � (BY OTHERS)- I � 'I-, � I . I, 16 14 EXISTING . I � I I I . I I � . I . � T, � I � I , I I - I � i � \ - � I I I I I � I . � I . I � � I I � z . u! C-4 � I '---- � . I . GAS I I . I - I I I � . I 0 . I I . I . � I ,e_l �, � I ::� I . *1� I UNDERGROUND �� .1 � - - I � I I - I I . `1� � _�i , -, .." I EXISTIN - I I VERIZON LINE I I I ­ I � . I I . . . GAS ATMOS GAS LINE I I I I � I I 1. En M 0) 0 i I � I I . I � I �, I � I ____ - I " TERLINE . � � � ­ . I < 00 C4 .z � -1 I I I I I �_ - 16. WA - '__1 . �� - t � � . I ., . � .", � I . . I � � I � I . I "-I--, I �0. . . LOT 1 ACCESS 2 1 . I I , /11 --- --- � I I (WELLBORN, SUD) . ____11 . . ____�_ c � I . Id - $ io � � I I I I � I . . I . 9 �!: >m- ff 'Coo - Q�o I � � . '�,,PUBLIC WAY jp2 . (BY OTHERS) �'j , . � -1 03 H ,1_ � 8 6 . ji. 1� i, " I I . I . I I I I W-12 4-12 - EXISTING WATERLINE I � . � I 11 I I � I . � � I � 1. . I . � � . . � I I � . 11" // I � I I � � PARKING ISLAND It ii, 201 PUE ) .E � V . � � � I � I I � I I I I � � I � I I , .��N I � � I . . I I I I . I I I . � . I I I I . � I I 1% \ I -0 . I 'i I � u I . . . .1 � I � -S-8 1 ' . I � �. . � � I � . . I � � I . . 1 a_mm6om 0 0 � � � 1-1 I � -1 . 1. � I I I .. I 1 318 SF I -803015 � � �. . � 11 -S-8 EXISTING SEWER LINE '' . I � . - Q� . I \1 / � I .. . . W-12 loo 1. � � I � I � I . I � I � � I I � I LOT 1, BLOCK 3- 1 . ��_,_�--_­. . I ____+_4 14 .. Um�._ � I . . I . I . I 0 wm � I � I __� - __ . . .50� � IA 9 . E " E---- >1 I I . I � 11 . .: I 11 . � I � � I I I . I _j 0 = 0: in w ' . . � I "� I T .-- . � � I I I o I - I I � I . I � � I . .1 I z 0 . cnz � ,� . � I . I _1� / ____ - __� __� . f IS. P L1 . IVIIIS Or DI.SrURBANCE . � . . � . � ,� I 0 1 1 EXISTING SEWER MANHOLE � I � . I I I � . . '� Lj � 3: w w v) � . . . I i . � . w cn - . N,,,,,, ZONED C-1 � / � --- - N � . g 1 .0775 SF ") - . . 11 I I I . � I � I I � I � . gLon � . 20.56 ACRES I I I I - I/ PARKING ISLAND ... � NTERIvtR% PARK � I � � . . I I � � � 1% , I �- \ I . I \ � .< . z�_ VAN ACCESSIBLE - I J)�w)y� � I I . I I I I � m w =1 p � I I I � I � � I . . � � � W f_ 1 � . . � '�__, - � �__ I ��� . I I SPAC ISLAND 2 - � I I � I 11 INLET PROTECTION I � � z I . I ,v 11% I INTERIOR PARKI. . - . . - - �r�\ I-- I I I I I I I . . %==do � ­ .1 � � I I . � � � I I I jE 0 0 i I .1 I . . . I I I-- I - 0) � - � 797 SF I 11 . � � .� I I � . ­ i . I I . � I I . � I 1 1-12 1 1 - .. - . .1 4--�_ �101 ISLAN " NYA I PARKING ISLA�6 I Jill . . - I I .� - � - I I I I , 11 .1 . I I I I . -_.: - . . r.,I;L . ,� -. . I ---,� I I . . I . .T � I W-12 -W-12 E . � I I � I I . \ ') , i . . 277 V I -1 -1 119 . 265 SF - I I CD I I ,� . I . I I � I . � � . \. . . .N., il � I I I . I � . I � .1 I I I I . I I � * � I I , -IT, --- I I -PROPOSEDfDC - I - . I . � I I .1 I � I I I . I � . i 1, I . I � ,� � 1, I I I i , � , . I � I . I _� . I I t,&----- I ­. . I I-- I i ;1 I . I � I >_ tn . .1 L I ,� � � . I 11 114 .1 � 11 I i � - . I ­ I I I I . � I t-4 . 1. 101. I . "'I,-- .. j 11] I ,,III I I I GATE AIALVE i I , I � I � . � �, . . I I , : \r. , .1 Lti I . . I � �[ � � I . � 1. � . ,.1 q : I . . 11 I I . 11 - I - . 4-.*... � I N PROPOSED 5' SIDEW LK - . "I I . I � � . 1, . . .� I 11 I I I I � I I I I � � I . . I - 70' PUBLIC ACCESS . I / � �: 111,� . PARKING ISLAND . - If, I I - ..�'l . ., I I I ­ 11, I fill. gm . I 11 . � I . I .� � I . � I . . . I � . 1.1 .1 I 1. � I � - � . ­ fir" N4 1 1 1 1 .\ � I I I ) ) I I = < . , � I . � � I 1. . I T I I I I I I I oil .4 . I 1. I I __ "I . , � I 11 I I I I � � I , 1. � � I I I I it - --p � � . � I . I � . PRIVATE DRAINAGE, � I z / 355 SF I . � �_ t1KurOSED 8`1 PROPOSED -d . I m__ > , . . . I I . � W IN . PROPOSED WATER SERVICE : I .i .. . I I . a . I . � I 11 � I , I I � I 11 I., I I - I I ­ .� I I . I � i � - -- % . I I I � 11 � . � I � i ­ . 11 ,Ovv ..., .. '! 3 I I I � � I � i I I � � 17 i , . � SIGNAGE / I � I � I I . � . I 1. . I : tn m � . I I OP - � 11 I I I I I III I., if :c � � I . � I * i w . 1�1 � . � \ / . . . �i I . 11 . I .- - - - - � . I 1, i I. ox I I . , . "A I EXISTING 12" WATE I I � . I � - - - - - - � PROPOSED IRRIGATION SLEEVES, - i I . � . I � tn:m k w � 'I I '___1 . I I / I 1 " WATER METERS 41 . � RUNE � / 0 1 . � � I I . . . - , I 1� I ,� I I- � .­ I � � � I I I I I � I � �/ / �; . I ' I I � L I , I � I I I I ­ I . . I � I I to I ial., - , I I . I I \ I � I � . . �1 , w * � . I I . I I . . . � � I I . tu W im z , � � I I � � . � � I 0 1 � - - I , . - < 1:3� -UE- 1 1 . � 11 . � � I - to z . I I I I . I , I--, I � I _� -_ - ��� ;- .. 320 . I I I UE 11 PROPOSED ELECTRIC SERVICE - I \ � � I .� ____ I I . I � -. ; I _� . I � '*1_1 / \ .1 I /. I - - � __� . -_ - .1 � I I � I . 11 . . I � � � . I I . I i . . I I . . . %&\ iit - \ / I ,., � II,� I I . � I I 1: . %0, -, fin . I-, 11-11 - I VARIABLE., WIDTH PUE I I � 11 � .1 --- __� . N I �. iI � � , I � I I I I I � . I . � . I I � � I I I I I .. I I I I I . .11, I I . . . � I � - . . . I I I I ' I � I , :-, PARKING ISLAND - .1 � � I � - S-8 _s_8 - . � L . � . � � � .,� i I P -I! � I . - . 1i . \ 1 10672/86 � I I .1 I �� � � . I 1. I I . I PROPOSED SEWER LINE � I I i � � . I . I I . . . . .1 . � - , "711. : I f 1 =) I , � I I I .. / 1", . I C? ) ). 111""�, � I--,' I FIRE WATER SERVICE � I . . . 254 SF I I I I � . I . I I . ! I . I 11 � I I - I , 0 1 � . . I . I \ I I � . 1. ** � I ��� 0 �ij I � L � I I . . � I � �, I .. I ­ . i = : 11 0 I I I 1-1, I . � . � .-,� I..- . U I .1 � I . 1. I . I . I I I - I I I � ; ' . . .. I I I . � � In : . . . I I I . ,r,,l ;, � 1 STORY ''t 1. . I I I I I I I L � I I . . � I . �L . . i I ____ . . I \ I /I I I � . �\, \ - I I � � I . I . . � / / \ I I . � . I I . . I I � I I i I . * . I I � . I I � . I I I 11 � . � 11 ! 1. I . I .- , i - . I . I I I * I . i I . I . I . � I---- -,�., � ,., ;I .�, I/ , /� )) � � \\\ . I � LIMITS OF DISTURBANCE i I � I f/ ,� . ig -1 7 �� .., . 11 I 1 28' BLDG. HT. .a! � I . . � � ___1 � I I , - I �. I I I I ­ I I I ,� I . � . � 1. I FF = 321.50' '� I . � . . I � � I . � I I � �. I 1. . . I I I . -1 ­ . �. � . I I in I � '__1 / I 11 /� __1 4 1- I . 11.'. . I / / I � � . . I . � I � . . � I I i I I � I � . I � � . I I I . I � I � . � � I I � I � . I I . ____1 I--,' \ / / � � � 14,820 SF I I.t - // yy I . . � . . I 11 � � � � I � . I I 10 � . I I I I I I I . I I I I � I I // . / LOT 3. BLOCK 1 . � _10 ( / // // I . . . I � I I .. I I . z, . . - I � I � I � � N, � I � 1.59 ACRES I , - ____ I 11 .:1 . . � I I . I . CD -1 � .. -. � � I . I - . � . . � � I I I . . I . . I . � � I � , ____� I . ____ 1 .31 " C4 1 � � �/ �1 . I . � � I . I . I CONSTRUCTION EXIT I � . i . . I I I cc � .. � I I I L \/ / I -1 I I - � 111. . I . . .� . . I � I I � � I � .. I I .� � � � I N / I . I I -_ ___�_ -1 - - �,� __==� I I . � 11 . F_ . � � I . I � I ­ I � . I � I � . , � . _q N X, � I - . - / � / I // \ \ lu - , � I I ,:.. � �� � I I I . I � I I I � I , '. � � I _/,� 41 `., - I . � I I � � I � I . I , � ST - ST - � . I p / -4 �: , I A I I � . � . I I .� I . � I . I k co EXISTING ATMOS It . 11 -PROPOSED 6" � (. - PARKING ISLAND I I � I ,� I � .. I I I � I I � I 1 �-4 P , - � _� 11 � I \ I I I � 1. 11 I � . . -* I � I rk, . � � . I . L � I I . I I . . E5 cb --.,, , I I I � .. --,--/ � I I , . I I -Ir I -� SED SIDEWALK . � I . Q 16TJ I � ___� . , ( � _w ENERGY NATURAL . SEWER LINE :,�' - _-.1 , ; I . . I . 4 , // , , I � I I I -:. 254 SF , I � I I � � 0 1 � . . I . � I I I F. 7tl,.* .1 � I �. � . I I I . I I I 11 I I - C43 . . , _� I GAS LINE 11�EXISTING 12". .�, 11 I PROPOSED 8' SIDEWALK ...1. , . I -!;%I' / I . � . .1 � � � . I � I I I I � � . I 1 114 ;;t �! V% . � � � ;/ . . I I , I . . . .� � . . � I . � . . i � Z.� c'. � --- I . � I *1 I I I P. � , .1 PROPOSED . � � I � . iksm,�.. -m� I I � I I � � . I I %,, : � � . // 11 WATERLINE . I . I I \ . - I I . � I I I I " --I I I I .%. 11 I ­ � I I . 1: . -�..x ING ISLAND I . I 11 :? , I . . � I I ), / � I . -NATURAL GAS METER 7 � � � I / STORM LINE I I I � . I PARK, I I I I . I I I ,� '. -.41 %Z !g 1�3 i 11 � � / . z 6 , \ , -6 _ * Im _z__ w N � ­� I I . � � . 1--.4 � I ... � , - - - - - � A - � � (BY OTHERS) 11 � I I I I I I I I I I . � . 1 W4 t�%i k..4 ;� : I � I I i � � I I - Uq i I � I I . I / I . %�A' - I If -.1 r � . I I I . I ' kr4 -er - W" I � I � � :..- - .�� . � I . I � . I . I I I I INTERIOR ISLAND DECORATIVE PAVEMENT . I � � . . I I I III A .q I .S% I - I Q4 Q4 E.4 -.1 t, : --- . � PARKING ISLAND - - - . I I I I 11 \ I � I - � � . I � I < I _1p 1�' . wk�� INTERIOR PARKING 1) � � � I � � � I I � I "I, . 1. . '�__, I � 329 SF -4 1 -i BlKrni RAC � ISLAND 3 .1 . � ,� I I � ­ � Q �o I I - . � , - ,. I I.. . � 64 Lo r4 . ,It � I '�� '�� _,�_ I I I I I '. � / / '0�, , I I I I \ / 11 I I I � � I � I .6 I � %1. % 2 �PROPOSED NATURAL 356 SF I .PIARKING ISLAN I I PARKING LOT LIGHTING— _. I .� . I I � � . - , Z� -4 �o � , . I � � I I . � I . ,. I � � ;N D) - Nt . - . I . __� - _L GAS SERVICE LINE 217 SF . . % ­ � --- , � . . � I I :�, 1:4 1 \ .. I � I I., * '1� I ER PAD I � I 4b. %� IST - ST - "_ ST 1 ST - ST ST -1 I I \ I I I I I . . . � . I I � I I I I 11 � �. .1 I I I I � �tt pq q 4 1 1 11 � ,-.�_ '%- "I . / I I - - I I � - � . I I . I 1 :-4 . I . FLOW ARROWS ,� 11 � I � I �. I I 1.� I N C.) iZ.5 E." 4 z, � I . - - - - - - � . � � I i ­ . I . . � . . I . ; I I I I L I -N"- - � Lo giq co � ....... . .. . I I -_ I I I q �o I . ____ . . I I � I � _T \\ . ITT I - � I I � � . . I .. . I q I __:�� I / '1� I mmmmmwIIIIIIIIIIIIIIIIIIIIIIIII - - - I . � � � I ! 1:�r4 I � I .1z, . .. - I 11-1 . - dummmi i - , I . - . I I . � �. . 60' PUBLIC ACCESS, - . � I I 11 I I � I ­ I i , Is Ir I ! . I . p . -7 � � I . I i "I t-4 � Q4 - I � I I . N.... . w 2227F r, ---��; I - P� v ,: I � I I ..F I I � 1 ----- ACCESSIBLE ROUTE i c;N I .1 . I . .1 I r I � � � . - I I 11 � �, ­ I 1 � . � � **4%_."\ 01 I I PRIVATE DRAI�,IAGE, & �1, I ',�_ - - - - - - /_ __j/ ) i - \ � I I I � . I . I � ­ I --- _-1 .,-,.,-.-, - __1 � � � �. "I", I �- � I . . � . __ I I I 1 1`1_4 - - *q� - 11 - I I - . -, I-- I - - "I" I . - � L I I . . . _. Q � - I ___ ___ - � I \ 'a �- � � 1 --4-1 - � `1__1 LANDSCAPE, _FASFMENT I 11 I - I - - - - - __ - ­ __ -, -, 1.11�.� ­ - �_ I 1. - I-, I - - Ill ,_". / _ _ _ _ , / _ _% _ - I . I - __ I I � � . __ - 11 20' PUE I . - - 11 I 1.0 Z, ­ . 'r . I 1 .318- . I I I �o I \ � I --- 1�1 -_ . I I - . , � I I __� I I . - . � I I . . . . I �. � � I .1 � ­ ,� �� . . � ,�� / � � I -0. I I -1 I � � _. ____ I , __� . / I � . 11., :,�? .. I I � � . I I I 1 . I � I � I L I � I I I I I � . I � I I � - . � � I I 1. � . . 201 PUE \ 4 � t%) kO I b I I . � I I vi � 1. . I I- ­ I . I I � � I ., . �o . . I I I _�,_ " - I I I I \ in I . I � I I I , � � I I �� I '�� � . %11_1 . . . I / / I I � I ..'�� , . . I �. il / / I SIM SPF&IFIG NQ1ESm . I � I I I � . � I . . ,� .1. � � I � I . . I I I � I I I � 11 � 1. I 11 � *-A I . __ N .� . . � � I . � I . \\-- ____ 15) . . - ., � I �� 11 . I I � I - � "_� I � . .30' PRIVA . / . N ,� I I I 1. THE OWNER OF THE PROPERTY IS . THE BRAZOS TEXAS LAND DEVELOPMENT. U.C. THE SUBJECT PROPERTY IS LOT 1. BLOCK 1 OF I I I � � I � . � E, . . I . , - . 01 . . I .. � . I � ,\ ,--, __� . � I I 1 1___317 .1 I / � I I I I , I � . . . .CAPROCK CROSSING. PROPERTY IS ZONED C-1 AND OV. I I . . I � � . I I . � I I . � . . � I I . . � � . . I � � . . I -q� _-, . . I I . I -_ _-, EASEMENT I CA - , 1 4: 1 �_LOT 1 ACCESS 1 � . I . I . I I I . I � . I .1 � . I I � I - � I � I I / � I I . . LIMITS OF DISTURBANCE ,. . Z THE DISTURBED AREA FOR THIS PROJECT IS 1.607 ACRES (70.001.SF). ' � . I I i � � . I . . � . - _,",,� � I . I I � I I I - � I I I � I . .. I I I /I / I I Q3 ,_� ___� Is" � . I __� ­_ --- . . .(BYOTHERS) . I � I � I I � I I I I I I I ,� � � I I I I I I \ � � � I I I i I I I . � I ­ � I / /vI �// � I � - . ____1 . I , \N/ I / '--,--PROPOSED 6" , . . . ____ I / I 1 �3.. REFER 70 GRADING PLAN FOR PROPOSED GRADING. � � � I I I � . i I I I � � I I � 1��, I � � . I I I . I � � i I I � x I/ N . I' � I I I I . I I � -1 � . I .1 � I I R�L_ :�& z '_� .x I . . . SEWER LINE - I . � . I PROPOSED PRIVATE � . - I� I- I'll � 11 . � 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAJNAGE PLAN & DRAINAGE REPORT. I I . � I � . I I I . I � I I . . I . - , - I � IF. .,� & ____ I I I V) I I � I I j � . . , / /� vz", �_, . I �, (BY OTHERS) 1 'Y16 � . STORM SEWER SYSTEM I �. , / � / I I 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. � I � . . I � .1 � , I I � . I 1�� I I . I ,� . . I I ____ . --- ----- I � 0 --------,--, � I I 11 . ,� � I I I � I � . . I . .� I .. . � 1 / """) ,ZWATFRI 'i 2 0 U) I .1 1��'* . . ,__� , I - I I . .1 I LOT 2, B ' ____ I __1 z I I t, . .: _/ 1. I . 1 6. ,THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. . I I � I I I � I I I . I � I . 1� _� _df ___1 �'�, ____ - I . LOCK 1- ---- _�- . - I I I 1. I I I . I . I I I I I . I I I I �;, / IT. � � � 1 04 1 1 1 1 , I I ,� . I � .1 I .1 I I . . . I I I Z I , .1 � I .1 . ___ � I . 1 1.62 ACRES . I . I ,_ I I I I . 7. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 119 OF 14.82o SF is 2,500 GALLONS PER MINUTE. THE .� I I . I I �. I . I � I . . 2 i , � I I -1 I I . . I � 1-1 I I:: � cn I I . I � I I . I I I . - I I � �: i , . � ,� //O,p / I . T'sm I --, '__1 I . A _�/ � � I . . � . I I . . � � . ­ I I B . � (, "NO . . BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 5D X BUT NOT LESS THAN 1.500 GPM. ONE FIRE � I _­­-',' r - ----­,� � � I I .1 � I I I I . � . � I � . I � � I . . I I I I � . I . . I .1 I I I � � I I I x I I � I . I .1 I � � I . I � 0 1 . I I I I I I � - - 11 - � I I I . � ____ I `I-, � I �16 --< . I I I .. � � . I I I . � DRAINAGE I .. I � I � __iiJrzVA U004 � I I I �. � . . / I .1 � I ­-,'**,\ . - I I DEVELOPMENT, LLC. � 10' PRIVATE 1.� . ) \ I HYDRANT IS REQUIRED. TWO HYDRANI'S WILL BE ADDED. . �. � . I F7 7i: � I 1 1 1 "I � 1. . 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. I . . . I V) I . I EASEMENT . I . I � Z I . . � I W � .. . / I & ,,,,/ I . I � I,., . . . I I � .-.­R.Tt.4,-j.c f..rf�!�, . � . 1. Q � - V, , I I . . / I'll / I ___1 - '�� - `7- .,31.5.- r- I I I // ./ . . _�, ,--'I A, ;� I-- 9 THE SUBJECT T=Af'7 nn $df%T 11M WM41M 1: 1OO VrAP rLOODI3LAIm APCMr)ntKl(%- Tn =UA Vini"In We"MAM11C CATC 18A00 CrI15 I i - c -,.! F� tho I , I I . � . I I � � . 1 20' PU � -_ , --- I I � I I - I ,� . I � � . I I � '_� . 1 -\314 � BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083. PANEL NO 0325E. MAP NO. 48041CO325E . EFFECTIVE I � � I � I . / � t2 1\ I � . , I I . . I 1. . � / � I I I ,_�� I . . \ &I - . --- / I 11 . . � . ,� I I I � I " I � DATE, MAY 16, 2012. � I � � I I I I i I . �� I � 1. I I .1p. . . I ,- 1 04 , I I I I � -� � � I � , I I I , . . I I I . ___ . I I I /, . 70' PUBLIC ACCESS, PRIVATE . / . 1, I- � . -� r � � I � . I I I � ii I 10. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERVASE NOTED. I � I � .3 REQUIRED � I I / _____ I � I . I � '1� -, - I I - . I , / .1 I , / I � � . 4j 1 . � I . I � .. I I I I . _:��-, I . -_ . I , . 70 � I I � � I � . , ) � I I I I �___ . . � __J �, � _,�� 1. . ACCESS EASEMENT I __ ,� ___� , , . I � I �1:t - EXISTING 12" 1 � I I 11. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. . , 0 +1' � � � � � I I � I � . I . I ­ . . �, I I � I I � I I , I . . I I I � , . I I I I � �_, . I ,PROPOSED 8" \ I I I I 11 . WATERLINE . I i 1 .4 1 . � � . I . � \ I . I ___ . I . ,� �, 0 .1-2f. . I � I . I � � I I I I I . '__� , - I I ,� � SEWER LINE � . I I I I � � � �1� � I I . . I I I ____ I � I � I � � . � I I I � I 1. 12. ALL UTILITY LINES (WATER, OAS, SANITARY SEWER. VERIZON, STORM SEWER. ETC.) SHOWN ARE TAKEN FROM BEST AVAILA131E RECORD I fj � � I ­ I � I I . . � . . I I ____ I . � I I . � I INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE - � . . I � � _j7a I I (BY OTHERS) ___ . I . . . . - - I - I . I ) ,� . I .1 I I GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS7BUILT CONDITIONS. . . 1 1 r I +3i 11 ;� I / ­ EXISTING 8" SEWER LINE �� � I \`� . 11% - - --- . - // � I I I I I I I I I v , � I I I I I � 1-1 I _� I � . � I I I -.4 + - . .r . " "� I . . *_� I I . . � \ � -,., PRIVATE STORM ==== I q " . I . . -IN POINT to . ___� , I .+ 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCEL � � 1 14 . - . . SEWER TIE . � � � I I " I . I I � : I 0 . .... , . I ' I I . � I - ­ I ­ � ,(:� -,-V ' � I I � I ki R �D - ____� __� � I . I + I I '�_, . ____ � � I -i � 1 C4 1 � , I I I REQ' - . I ___ . + I I � I � \ I s --, � . __11 / . __ . I < I 14. ALL ROOF AND GROUND-MOUN71ED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM MEW OR ISOLATED SO AS NOT TO 9E VISIBLE � � ii - . / \I- ;>-- I A � �- - -1 - ___ � I I I I 1*11 zi I . I I rv% In All rupwu F%I%Pnl-vr-yvt%l un f%r.QIwr.wIItw. vlainil't "IM114 sia Of mr. SUBJECol &.01, MEASURED FROM A POINI 5 FEE.1 . -.1. - - � I I I : I � i . __� I . -11, � . - , r �� . _ . ". - :0 .� . [­�___ I I � � I � . � I I - � I . I I . I k1%. 1r\ I '---- . . . . 5:: 'I - �1,7- -�­_ . . I ABOVE GRADE. S ' UCH SCREENINO SHALL BE COORDINATED WITH THE BUILDING. ARCHITECTURE AND. SCALE M MAINTAIN A 01FIED. � / I I � I . w I I . � 312 . __ . ­_ - I � I . I I APPEARANCL � I I � I I I I I . I I i .1 . � -_ -g7. � � � I � . . I I � I � I 0 � - I � . I I I I . � I � I I � I . I .. � I . . I I . � � . � I . I � . I I I � 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. I . . I I I I - I I I I - i . I � I I � � I 11 I - . I . I I I . . I . I I 11 � �, \ I I I � I I N1__1 I'll I I I . ,. � N-1, __-1 � � . I I � I ­ � . - . F THE CAFROCK CROSSING BLOCK I BUILDING PLOT AS IDENTIFIED ON TMr APPROVED I L) u . . I I , � � - - - - - - - i I I I I � I . I . I � . . N__1 � � �� ft.. - I I tn� � . FINAL PLAT FOR THE PURPOSE OF LANDSCAPING AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS FOR BUILDING PLOTS BETWEEN I I I REVIEWEP" Fo'%R i � I L . I . - '_� I I *"'� %%. � I � �11? _­ ______ I � 16. CAPROCK CROSSING. BLOCK 1. LOT I IS PART 0 IR � I I '1�q_ll � �1� I �� � . I . --- co . I . `11� 0 . / . - / \ I I �1� - . . � . . � . I I � I � I .1 ____ I � � LOT 1, BLOCK 2 . I . �. � . : , "--.,.,,...... , .1-1 � ...... . - En .1jN?. I 11 1. ................... ....... . .1 I �. 20,000 AND 49,OOD SQUARE FEET. � � � I .1 . 11 I I I I -% A"% a A ­ . I � I � � i I . . I I I � I I � A I I �, I 1 6.09 ACRES . I 1-1 I I . � I I I � ___� I � . '_� � . ."', I co . --- -LI --- __� . � I . � I i . i . I - ." I - � 11 I I CA71ONS AND PER THE COLLEGE STATION, IMIJTIES - I . I . � I . . I . . � . I _____ ___ r -I- �'.. , _� � *____� I . . � . � I I "CE . I . . . . I � BRAZOS TEXAS LAND DEVELOPMENT, LLC. , - - , , . . -� . I - I 17. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIR I uumPLIAlm . I I . . . 1 -311 - - � � I ZONED C-1 .., � I I �. . � I - I- ­__-__� . I I .. . . . I I ELECTRICAL DESIGN FOR WALGREENS PROJECT. � I I I . � . I I . I I I I I I 1<� 1� I - I � , - .. I . � I CSU ELECTRICAL CONTACT.- ERIC HORTON . I . � I I �� I I �, I I � 1. � . I .. . I I ____1 � . �� . . I � I . � � ELECTRIC PROJECT COORDINATOR I I I � . I . � � . � I I I . HARANIA . , - -_ _C07 -F-7 . I I I - I . . � I 11 I . : * I "I � . . I I I � I . . . "I-, I . __� � I - . � I � CITY OF COLLEGE STA71ON UTILITIES I � I � I I I ­ I . . � I I . I � . I I LANE (BY OTHERS) . I --I . I � I I I � I I � . � . � DEC 2 0� I . . � I � � : - . � I � .�'__� I --- I � � I � 201? I � � � i . . . N__1 '__1 I I I . � . / ��I. , I . I , I � I., � PH: 979-764-6314 1 1 ,� � 11 . I I I . I I I � o , I . . � I � I I I � I . 1� - -TBm i I . I . . I . ____ I . , f./ � . � . I . I I . � � .1 I I I I 1. . � � I I I . � I I � I I I . � . � . I : . : - �. I . I . I I � I � . . . �. EXISTING MANHOLE RIM � "l -I � � A I I . uo u -_ - ­ I , � � I I . I � I I I I � CULI-gWk 4 ii�i iQN 1. . i I I � � X IN '_ _____ � 'I-- __1_L I - , � � � I I �.. I I � � I I � � I � . I '�,, : \ � . I ... � I _�:_ I --- . . . ----' I � 18. THE TRASH COMPACTOR ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS. � � I I I I I I . � I ! I I . I I I . . I - I - I .. - I 1, r --- - . . . ___7 - " . I I I I � � I I � � . I , ELEVATION: 315,20' 1 � I � � I I � / /� / .. - . . I I 1/1 � I I I . . I . � 11 I � � � I I I I I I � . . .1 . I � ­ 11.1 - I - . � I I I I I I � 11 �, � I �i DEWIL-OPMENT SERVICES I 1, � . cz I I . � .� � 11 I I I I � I . . I I I . � � I � � I . 19. ALL PARKING WILL BE SCREEN FROM THE RIGHT-OF-WAY BY A 36* HIGH BERM. SEE GRADING PLAN FOR BERM ELEVATIONS� . I . . I I . I I I I � � � I I . . I I .. � � I . � � � I �, co g 1 1 - . I 11 I I � I I I � I . � � I I I I . I � . I I I I . I . CROSSING I . .. � I., I � I . . � � 20. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE LID � SHALL SUPPLY THff SAME . I � .e__ I I �, I I . . I eq � � cb I I I I � I � � I � I .1 � I I . I � SIGN LOCATION (BY OTHERS) I � � I . I � 1- - I I I I cr, :j,4. to) 1 . . I I I I I I � � I I � � I � I � I � Y MAP I . I . � PROTECTION AS THE AMP OR US& LLS52 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE . I . � I PLAT FIL � ` uz . I I ! I I VICINIT 11 &m._�_.i�_�t=v ,. . , I GENERAL NOTES.- . � ­ I . I . I I . I I I . � . I � .1 114 I I � I I I � ,- �_-.; cc r,i �r . , � I I � � I . . 1. . STATION UTILITIES OR HIS D IGNEE. I I rz-. � _. � . � . � I I I I � . � I � 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: . I 1 (800) 344-8377 . I I ATMOS ENERGY- 79 � � , 9� 774-25096 , I I . SUDDEN LINK COMMUNICATIONS: �997 595 242 . I � . I I � I I I I . VERIZON: . 979 821-4770 11 . I I I I I . I � . I I I � � � I 1 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVEW SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT' AND SILT FENCE AS I I I NECESSARY. I I . I I � . I � � � � I � I . � � 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. . I . � I INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL . �. REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. I I 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL. PERmrr NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION � I . I I Sam. � . � � I . I �. I S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER, CONSTRUCTION IS COMPLETE BY HYDROMULCHING . � AND, SEEDING ALL DISTURBED ARM. � I . I . � � . I . I . � I I 1 6. ALL CONSTRUC71ON SHALL BE IN ACCORDANCE WITH 'THE 2012 CITY OF EIRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND I DETAILS FOR WATER. ALI. CONSTRUCTION SHALL BE COORDINATED WIIH THE CITY ENGINEEWS OFFICE I I . I � I I 1 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. I I . I I 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. . 9. INLET PR07ECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. , 11 I I I I � I 10. CONTOURS SHOWN ARE FROM FIELD SURVV DATA PREPARED BY KLING ENGINEERING & SURVEYING. I . . � . I � .1 . I I . . 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT . I ORDINANCE. THE LIGHI7 SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT I . LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS , � I . ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT* . . AND CERTIFICATE OF OCCUPANCY. � I � I . � . � � � I I � . � I I . � � . . . . I I I 1. I � . I � . I . I . �� � I I I I . I I . � I � I I I � � � I � . . . � I I � I � � I � . I I . . . I I I � I I I � . I I � � I � .. . . �. � I � . . . � I I . . � � . I � . I I . � . I . � I � � . . 11 � I I . . . � I I I � . I I I � I � I . I . I � ­ I . . �. I I �. . . . I . - � . � . � I . . � I � . I I I � I � . . � I . . I I I � � 1. 11 W-4 , I I � . I 134 r I . OOM. PER FIRE DEPARTMENT REQUIREMENTS. I � I . ,� . . I i I I I I I I � � : I n Q� � . � I � � I . I I I 1 DED ON THE BUILDING NEAR THE RISER R I I I . � I *'j, :4 N GQ c� N I ENQ C I- . I I . I I I � � � I � � � I I I � I . I � I . I � I . � . I I . I I � � I � � ; � . 11 I I I � I . 22. ALL STORM SEWER IS PRIVATE. STORM SEWER MANHOLE COVERS SHALL SAY PRIVATE NOT CITY OF COLLEGE STATION. I I . I I . I � I N -04 k4 � . � I I I . I � � . I I . I 1 1 � I � I . � '".% 11) Ci )A � 6 � � � � . I � . . � I I I 11 p . I � � � I I � 23. THIS PROJECT IS WITHIN THE ALUM CREEK IMPACT FEE ARM� THE FEE WILL BE DUE AT THE TIME THE BUILDING PERMITS ARE ISSUED. - -4 1 Q I %- . . �. . . . . . . . I . ,� I � I � . � � I . I � I rp 1 �4 I 11 . . . . I . � I � 1, I . I "" Q to) I I N_ , .. � . I � I . � I . � � . �. I I I � � I � � I � � . I � I I - � � - � I I I '" 44 11 I I � . � I ­ 1. I r I � I I I . �. - I � I ...WALGREENS . I I � � --tj � Q_; i IN I I . . � . I I I � � � L OQ I I � . . I � I . I I I I ,� � . I I I I � � 1. ­ I I . . �, � � I � I I I . � Iii � k- i . I I �� . I I . I . � I � . � Q 1 1 � . I � . � 1. I I . . I � I I I . I S * , I I . I . I I I . � . � I 11 I I I C"Z! � . I I . I I � � . . . I I I � I . &a � � � I I . I . � I I . I I . I . � I I I � I I . � I I I I . STEEL REINFORCING BAR : . I �� �� I 1.607 ACRES I . � I . Z � � I I I I . 11 I I I . I � I I i . . I I I ,� � . ­ � I I I ­ I � � I C . I . I'll � .� . � ''I .1 1. I � I., � ,�:! � I I . I � i I I �� � � � � � I . I I I I . � . I I I __ . : BLOCK 1, LOT 1 1. � . I I I . 1 -247 1 1 � 11 . I I .1 . I � . I I I .1 I I � � � I i � � . 1 . R--_" 4 -___i , I � I I /// I I I I I I . � � I . . � I � ,� � � , E.4 1 1 � � I I 1 __6 -15' IN I � I . . I 11. . '. . 9 . - ­ ."w : I._ If '.1..", ."".4, 1* - . � I � � . � CAPROCK CROSSING I - I . Q, � - � I � :,,.? '. 01 * ."­" '': � :., .-.... , I - -- -A .., I I I I . I . 01-4 i I . 'A A _ -4 - .:.!.z .. ''fr_.r..�". I I 'I . -.4 .X . ��!i I I . I I :�� i I I � � I --c- .. . :t,p. -,' - . , .. � X I I I � . � r.- . � � I � - I.. � - I.. -A. . , 7 17. = - . , ... � I I I � I . . � � I 31R I . . ­ I , .:.... . .: ':.. . . . , " . .. - � I � I . i � � I , . .x _____T ­ i � . . , . , , �/ M .A I . . , OeOA14!IR ' . . . , . * . I . , . , . .......... * .. . A BABILLE SURVEY. A-75 I I I � I . I I I ,� .� I I I c\I i I I I I . . . . . . I . . I- � . . . . , i *: o �,,� , - /./ , /� � " ?, Z", � , * , .0�// .. I I � 2. '. 0 �x-/,ox-,,,/, . I I 1 -202 , I , , , .; . , . . - /I . 1, / , - X. " , , , I � 0.,w . , .. . .... I I , �. I � .�. . / , I I �-�- /x-;/ooy/'_ 1 ,��4 ......... I S.W. R013ERTSON LEAGUE, A . . / , .. .� . i .. ....... . � x Y-'. ./.I..- - I . ,.� . . . . 3'R , . *? , , . , � I : - I I -0. �'.0/1'. �// - I I I I i I 1: I, __,� - . � I . IL I I � � I I . I I I . � I I I . I I . � I COLLEGE STATION, BRAZOS COUNTY, TEXAS - I � I �, I I I . � a I , \ . . � I . , : � I : I � . I I i I I - � I CC I . � I � f 10 I I . I 1 6" LIME STABILIZED SUBGRADE I I I I I � 94 � I I Lu � . I : � � I � � 1 3. � 3 .3.11 . t I . SCALE: 1 "=40 NOVEMBER 2012 1 � ca I I I I . I 1 2" 1 .1 I I . � I (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) I I I I � .� . � . ! . . � I T - - I � � . .11 I .. . � 11 � . I . m I I I - I I . I OWNER: . I I I , 11 � � . I I I I I .SURVEYOR: I � I .. w � I � � ---- f �j . I . � . * X=5", 6" OR 7" AS SHOWN ON THE PAVEMENT PLAN � BRAZOS TEXAS I BRAD KERR, RPLS NO. 4502 . I . >- > 6 I � . I I . I . � I _F I . I I 11 � � . � LAND - I I .: I 0 Lo, , , . . I L . .�� T 1.� . � . . I . I . I � I . co - � � . 3" _ . I I 11 . � III 7" PAVEMENT - USE #4 BARS 0 18" O.C.E.W. 1. 11 DEVELOPMENT. LLC. I KERR SURVEYING, LLC � I . I 0 , z a Z �� (1) � I I 0- I � I . � I I .1 � � * 6* PAVEMENT - USE #4 BARS 0 18" O.C.E.W. I I � I � C/O CAPROCK TEXAS 1 409 N. TEXAS AVE. I z T_ _j IL . I I - #4 BARS I NOTE ALL CURBS 6* IN HEIGHT I I I I I I . . c� 0 cd -1.) � � 01 UNLESS NOTED OTHERWISE. � . . � � * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. � � . I 110 LINCOLN AVE. STE. 1103 1 BRYAN, TX 77803 � ca �_ I . � - 31e X 18- SM � � I I I � . � . - I I cli � k-) , 3� � I GOTH � I I . COLLEGE. STATION, TX 7,'840 1 (979)268-3195 T_ _ I I � I � I EXPANSION DOWELS T"ICAL CU" DETAIL � � I . � I . I I I I I 0 < CLI I I a i n q I I I . I . N.T.S. � . I � I TYPICAL CONCRETE PAVING SECnON I I � DEVELOPER- � � � ENGINEER: . I - I , I ��, I I I , I I . I I , � , I � I I I I � . 1 1 , I )� � I I I - � � I . � I N.T.S. CWS RETAIL COLLEGi STFION, LTD. SCHULTZ ENGINEERING, LLC. � 1) I . � I . I � �A � n I I I I I I I � I I I I I � I I . I � I . i -) ve-\ . I I � I I � . I . I I . I � � � I I I � I I . . � BELLAIRE TEXAS 77401 1 � COLLEGE STATION, TX 77a,42 I I � �_ I I . I . � I I . I � I � _Aj � I I . � . I I . - . I I 1. � I I I I � I 1. . � � I . .�. (979)764-3900 � I � . :c I I i � , /) . I � . . � 6565 W. LOOP. SOUTH, SUITE 760 1 . - I I I . I � . � I . � I � . . � i . . . . I � . I -_ I I I � I I � � I . . I i I , � , � � . . . I I . I I I - . . . I . I � ii I . I . I I __­. - - - - I I � . . I I I � � - I I I I I � � I I � I I I I � I . I I I . I . . � � I � I I I I � . �� . � . . I I i I I .-.1-- 1. . . ..--. ­ _ .--.. ­ . I ..... _.... ____ . � - _ ..... .. . .. . .--- I ...­ _. . . ­ . . ... _­­ .. .... - . I . ....... ­.... I I .. .. 1. ... I .---.-.. . . ...... . � ­­­­­ � ..­­ I � ­­ � .1 .... ... 1� . . " ­� . I - � - - . . I I I �� � I --- I I � I � iz . 0 . i Fn i I � i ii> I � , i � , 11 Ill I I . I Of I 1: � I . . . ____ I 8 I � - : � i i � �� � 4 i I i I I I I � . ___ � I I I I 1*11 zi I . I I rv% In All rupwu F%I%Pnl-vr-yvt%l un f%r.QIwr.wIItw. vlainil't "IM114 sia Of mr. SUBJECol &.01, MEASURED FROM A POINI 5 FEE.1 . -.1. - - � I I I : I � i . __� I . -11, � . - , r �� . _ . ". - :0 .� . [­�___ I I � � I � . � I I - � I . I I . I k1%. 1r\ I '---- . . . . 5:: 'I - �1,7- -�­_ . . I ABOVE GRADE. S ' UCH SCREENINO SHALL BE COORDINATED WITH THE BUILDING. ARCHITECTURE AND. SCALE M MAINTAIN A 01FIED. � / I I � I . w I I . � 312 . __ . ­_ - I � I . I I APPEARANCL � I I � I I I I I . I I i .1 . � -_ -g7. � � � I � . . I I � I � I 0 � - I � . I I I I . � I � I I � I . I .. � I . . I I . � � . � I . I � . I I I � 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. I . . I I I I - I I I I - i . I � I I � � I 11 I - . I . I I I . . I . I I 11 � �, \ I I I � I I N1__1 I'll I I I . ,. � N-1, __-1 � � . I I � I ­ � . - . F THE CAFROCK CROSSING BLOCK I BUILDING PLOT AS IDENTIFIED ON TMr APPROVED I L) u . . I I , � � - - - - - - - i I I I I � I . I . I � . . N__1 � � �� ft.. - I I tn� � . FINAL PLAT FOR THE PURPOSE OF LANDSCAPING AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS FOR BUILDING PLOTS BETWEEN I I I REVIEWEP" Fo'%R i � I L . I . - '_� I I *"'� %%. � I � �11? _­ ______ I � 16. CAPROCK CROSSING. BLOCK 1. LOT I IS PART 0 IR � I I '1�q_ll � �1� I �� � . I . --- co . I . `11� 0 . / . - / \ I I �1� - . . � . . � . I I � I � I .1 ____ I � � LOT 1, BLOCK 2 . I . �. � . : , "--.,.,,...... , .1-1 � ...... . - En .1jN?. I 11 1. ................... ....... . .1 I �. 20,000 AND 49,OOD SQUARE FEET. � � � I .1 . 11 I I I I -% A"% a A ­ . I � I � � i I . . I I I � I I � A I I �, I 1 6.09 ACRES . I 1-1 I I . � I I I � ___� I � . '_� � . ."', I co . --- -LI --- __� . � I . � I i . i . I - ." I - � 11 I I CA71ONS AND PER THE COLLEGE STATION, IMIJTIES - I . I . � I . . I . . � . I _____ ___ r -I- �'.. , _� � *____� I . . � . � I I "CE . I . . . . I � BRAZOS TEXAS LAND DEVELOPMENT, LLC. , - - , , . . -� . I - I 17. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIR I uumPLIAlm . I I . . . 1 -311 - - � � I ZONED C-1 .., � I I �. . � I - I- ­__-__� . I I .. . . . I I ELECTRICAL DESIGN FOR WALGREENS PROJECT. � I I I . � . I I . I I I I I I 1<� 1� I - I � , - .. I . � I CSU ELECTRICAL CONTACT.- ERIC HORTON . I . � I I �� I I �, I I � 1. � . I .. . I I ____1 � . �� . . I � I . � � ELECTRIC PROJECT COORDINATOR I I I � . I . � � . � I I I . HARANIA . , - -_ _C07 -F-7 . I I I - I . . � I 11 I . : * I "I � . . I I I � I . . . "I-, I . __� � I - . � I � CITY OF COLLEGE STA71ON UTILITIES I � I � I I I ­ I . . � I I . I � . I I LANE (BY OTHERS) . I --I . I � I I I � I I � . � . � DEC 2 0� I . . � I � � : - . � I � .�'__� I --- I � � I � 201? I � � � i . . . N__1 '__1 I I I . � . / ��I. , I . I , I � I., � PH: 979-764-6314 1 1 ,� � 11 . I I I . I I I � o , I . . � I � I I I � I . 1� - -TBm i I . I . . I . ____ I . , f./ � . � . I . I I . � � .1 I I I I 1. . � � I I I . � I I � I I I . � . � . I : . : - �. I . I . I I � I � . . . �. EXISTING MANHOLE RIM � "l -I � � A I I . uo u -_ - ­ I , � � I I . I � I I I I � CULI-gWk 4 ii�i iQN 1. . i I I � � X IN '_ _____ � 'I-- __1_L I - , � � � I I �.. I I � � I I � � I � . I '�,, : \ � . I ... � I _�:_ I --- . . . ----' I � 18. THE TRASH COMPACTOR ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS. � � I I I I I I . � I ! I I . I I I . . I - I - I .. - I 1, r --- - . . . ___7 - " . I I I I � � I I � � . I , ELEVATION: 315,20' 1 � I � � I I � / /� / .. - . . I I 1/1 � I I I . . I . � 11 I � � � I I I I I I � . . .1 . I � ­ 11.1 - I - . � I I I I I I � 11 �, � I �i DEWIL-OPMENT SERVICES I 1, � . cz I I . � .� � 11 I I I I � I . . I I I . � � I � � I . 19. ALL PARKING WILL BE SCREEN FROM THE RIGHT-OF-WAY BY A 36* HIGH BERM. SEE GRADING PLAN FOR BERM ELEVATIONS� . I . . I I . I I I I � � � I I . . I I .. � � I . � � � I �, co g 1 1 - . I 11 I I � I I I � I . � � I I I I . I � . I I I I . I . CROSSING I . .. � I., I � I . . � � 20. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE LID � SHALL SUPPLY THff SAME . I � .e__ I I �, I I . . I eq � � cb I I I I � I � � I � I .1 � I I . I � SIGN LOCATION (BY OTHERS) I � � I . I � 1- - I I I I cr, :j,4. to) 1 . . I I I I I I � � I I � � I � I � I � Y MAP I . I . � PROTECTION AS THE AMP OR US& LLS52 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE . I . � I PLAT FIL � ` uz . I I ! I I VICINIT 11 &m._�_.i�_�t=v ,. . , I GENERAL NOTES.- . � ­ I . I . I I . I I I . � . I � .1 114 I I � I I I � ,- �_-.; cc r,i �r . , � I I � � I . . 1. . STATION UTILITIES OR HIS D IGNEE. I I rz-. � _. � . � . � I I I I � . � I � 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: . I 1 (800) 344-8377 . I I ATMOS ENERGY- 79 � � , 9� 774-25096 , I I . SUDDEN LINK COMMUNICATIONS: �997 595 242 . I � . I I � I I I I . VERIZON: . 979 821-4770 11 . I I I I I . I � . I I I � � � I 1 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVEW SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT' AND SILT FENCE AS I I I NECESSARY. I I . I I � . I � � � � I � I . � � 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. . I . � I INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL . �. REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. I I 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL. PERmrr NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION � I . I I Sam. � . � � I . I �. I S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER, CONSTRUCTION IS COMPLETE BY HYDROMULCHING . � AND, SEEDING ALL DISTURBED ARM. � I . I . � � . I . I . � I I 1 6. ALL CONSTRUC71ON SHALL BE IN ACCORDANCE WITH 'THE 2012 CITY OF EIRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND I DETAILS FOR WATER. ALI. CONSTRUCTION SHALL BE COORDINATED WIIH THE CITY ENGINEEWS OFFICE I I . I � I I 1 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. I I . I I 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. . 9. INLET PR07ECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. , 11 I I I I � I 10. CONTOURS SHOWN ARE FROM FIELD SURVV DATA PREPARED BY KLING ENGINEERING & SURVEYING. I . . � . I � .1 . I I . . 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT . I ORDINANCE. THE LIGHI7 SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT I . LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS , � I . ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT* . . AND CERTIFICATE OF OCCUPANCY. � I � I . � . � � � I I � . � I I . � � . . . . I I I 1. I � . I � . I . I . �� � I I I I . I I . � I � I I I � � � I � . . . � I I � I � � I � . I I . . . I I I � I I I � . I I � � I � .. . . �. � I � . . . � I I . . � � . I � . I I . � . I . � I � � . . 11 � I I . . . � I I I � . I I I � I � I . I . I � ­ I . . �. I I �. . . . I . - � . � . � I . . � I � . I I I � I � . . � I . . I I I � � 1. 11 W-4 , I I � . I 134 r I . OOM. PER FIRE DEPARTMENT REQUIREMENTS. I � I . ,� . . I i I I I I I I � � : I n Q� � . � I � � I . I I I 1 DED ON THE BUILDING NEAR THE RISER R I I I . � I *'j, :4 N GQ c� N I ENQ C I- . I I . I I I � � � I � � � I I I � I . I � I . I � I . � . I I . I I � � I � � ; � . 11 I I I � I . 22. ALL STORM SEWER IS PRIVATE. STORM SEWER MANHOLE COVERS SHALL SAY PRIVATE NOT CITY OF COLLEGE STATION. I I . I I . I � I N -04 k4 � . � I I I . I � � . I I . I 1 1 � I � I . � '".% 11) Ci )A � 6 � � � � . I � . . � I I I 11 p . I � � � I I � 23. THIS PROJECT IS WITHIN THE ALUM CREEK IMPACT FEE ARM� THE FEE WILL BE DUE AT THE TIME THE BUILDING PERMITS ARE ISSUED. - -4 1 Q I %- . . �. . . . . . . . I . ,� I � I � . � � I . I � I rp 1 �4 I 11 . . . . I . � I � 1, I . I "" Q to) I I N_ , .. � . I � I . � I . � � . �. I I I � � I � � I � � . I � I I - � � - � I I I '" 44 11 I I � . � I ­ 1. I r I � I I I . �. - I � I ...WALGREENS . I I � � --tj � Q_; i IN I I . . � . I I I � � � L OQ I I � . . I � I . I I I I ,� � . I I I I � � 1. ­ I I . . �, � � I � I I I . � Iii � k- i . I I �� . I I . I . � I � . � Q 1 1 � . I � . � 1. I I . . I � I I I . I S * , I I . I . I I I . � . � I 11 I I I C"Z! � . I I . I I � � . . . I I I � I . &a � � � I I . I . � I I . I I . I . � I I I � I I . � I I I I . STEEL REINFORCING BAR : . I �� �� I 1.607 ACRES I . � I . Z � � I I I I . 11 I I I . I � I I i . . I I I ,� � . ­ � I I I ­ I � � I C . I . I'll � .� . � ''I .1 1. I � I., � ,�:! � I I . I � i I I �� � � � � � I . I I I I . � . I I I __ . : BLOCK 1, LOT 1 1. � . I I I . 1 -247 1 1 � 11 . I I .1 . I � . I I I .1 I I � � � I i � � . 1 . R--_" 4 -___i , I � I I /// I I I I I I . � � I . . � I � ,� � � , E.4 1 1 � � I I 1 __6 -15' IN I � I . . I 11. . '. . 9 . - ­ ."w : I._ If '.1..", ."".4, 1* - . � I � � . � CAPROCK CROSSING I - I . Q, � - � I � :,,.? '. 01 * ."­" '': � :., .-.... , I - -- -A .., I I I I . I . 01-4 i I . 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I I . � I COLLEGE STATION, BRAZOS COUNTY, TEXAS - I � I �, I I I . � a I , \ . . � I . , : � I : I � . I I i I I - � I CC I . � I � f 10 I I . I 1 6" LIME STABILIZED SUBGRADE I I I I I � 94 � I I Lu � . I : � � I � � 1 3. � 3 .3.11 . t I . SCALE: 1 "=40 NOVEMBER 2012 1 � ca I I I I . I 1 2" 1 .1 I I . � I (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) I I I I � .� . � . ! . . � I T - - I � � . .11 I .. . � 11 � . I . m I I I - I I . I OWNER: . I I I , 11 � � . I I I I I .SURVEYOR: I � I .. w � I � � ---- f �j . I . � . * X=5", 6" OR 7" AS SHOWN ON THE PAVEMENT PLAN � BRAZOS TEXAS I BRAD KERR, RPLS NO. 4502 . I . >- > 6 I � . I I . I . � I _F I . I I 11 � � . � LAND - I I .: I 0 Lo, , , . . I L . .�� T 1.� . � . . I . I . I � I . co - � � . 3" _ . I I 11 . � III 7" PAVEMENT - USE #4 BARS 0 18" O.C.E.W. 1. 11 DEVELOPMENT. LLC. I KERR SURVEYING, LLC � I . I 0 , z a Z �� (1) � I I 0- I � I . � I I .1 � � * 6* PAVEMENT - USE #4 BARS 0 18" O.C.E.W. I I � I � C/O CAPROCK TEXAS 1 409 N. TEXAS AVE. I z T_ _j IL . I I - #4 BARS I NOTE ALL CURBS 6* IN HEIGHT I I I I I I . . c� 0 cd -1.) � � 01 UNLESS NOTED OTHERWISE. � . . � � * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. � � . I 110 LINCOLN AVE. STE. 1103 1 BRYAN, TX 77803 � ca �_ I . � - 31e X 18- SM � � I I I � . � . - I I cli � k-) , 3� � I GOTH � I I . COLLEGE. STATION, TX 7,'840 1 (979)268-3195 T_ _ I I � I � I EXPANSION DOWELS T"ICAL CU" DETAIL � � I . � I . I I I I I 0 < CLI I I a i n q I I I . I . N.T.S. � . I � I TYPICAL CONCRETE PAVING SECnON I I � DEVELOPER- � � � ENGINEER: . I - I , I ��, I I I , I I . I I , � , I � I I I I � . 1 1 , I )� � I I I - � � I . � I N.T.S. CWS RETAIL COLLEGi STFION, LTD. SCHULTZ ENGINEERING, LLC. � 1) I . � I . I � �A � n I I I I I I I � I I I I I � I I . I � I . i -) ve-\ . I I � I I � . I . I I . I � � � I I I � I I . . � BELLAIRE TEXAS 77401 1 � COLLEGE STATION, TX 77a,42 I I � �_ I I . I . � I I . I � I � _Aj � I I . � . I I . - . I I 1. � I I I I � I 1. . � � I . .�. 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SLEEVES 9 � ... ... tit 1 .. ... .,. .. t _ FREDEPARTMENT I /C TYP. \ I I CONNECTION: •.••„ 1 1 12 ... N } PARKING SPACES .... .. l l I ------- , ,! 1 l 2 .... .. I : AE E - .,�'.'� ... \ i OVERHEAD ELECTRICAL LINE ` 12 I I i ........ l I 12 .... r� uN 'S ..... .. LAN6 , . gE �+,F7RE ANa �. � , / 1 2 Re s ` �- P ACC:SS '\ �. _ 1 RIVATE E EASEMENT z N y �, i 9 S l / f O 0 _ - / i - --�a ( v, as `�TYP. , 1 X-,�; - ` Cn 4 g M cr ,, t 1 1 I a Z PARKING ISLAND / � � A l ! VER VER c� .co w Z ..--- ., � VERIZON UNQERGROUND LINE �,- .. _---' a, / 318 SF s INTERIOR PARKING � `¢ � : � ( - � �' .M ^ , t �cAN pp 4 M VAN ACCESSIBLE / , 1 ., r ... z \\ r--r,Re �aN n L�. 9 _ ` LAN.-- ni -� lSLAND 2 , 1 t FIRE. LANE wINTERIOR f ARKING SPACE �c - ____ - i w x �� .. �' 808 SF TYP. s l j I nt c� M -M ISLAND 1 5 1 I j - n. z w a Z� b cr -�- `ZL 9 fi ¢ o a5 w -= '� I 277 SF uN E;_.rrr.RE T 5 11 �► I { GAS GAS o t- .^-.- ---- ,.�..•' _---f uw RE A - �' ( I ATMOS.. GAS. LINE Q w � = _M RE LAN �� F I ! I 11 I = d to w Zti y -tA, . v� S' I fi n {n . -^ ' FIRE LANE SIGN t .t, % ,� • .... j I I ! z c a ----- � '"'-- - __ � �t'J 9 a uNE PARKING t j 1 W-12 W-12 w w 0 •' ` ,C i EXISTING WATERLINE -- ¢ a W n --� �e ' . Nen - ::: • I TYP R . ISLAND w �l i w 23 j ! I I i I 2 r c.•.:: I I •--�''"' -•�. M ---� j to z ./ •S I .. / r / .... 265 S z �. _ ..• .... F ( ( _ r. • R G 0 1 i M � o� 8 -- S 8 f-- --•.•_._ TYP. •.... ,......:' EXISTING SEWER LINE M rn c• PARKING SPA �-: N ' .. :::::: RQPQSED FIRE S CES .��.•. •.. LIMITB OF DISTURBANCE '_ L.EEVE., T � I I •"""' 2 HANDICAP S PAC I I •• HYDRANT ASSEMBLY ES r O 3 S G -SEWER MA 0 1 ... I i EXI TIN NH LE .. ok . d I L T d r 4' • I.. jj+' I V • O - INLET PROTECTION q r r f. d r r d d r 17f • w _ f ► 1 'r 1 9 w d d T Q .. RQPOSEO 5 SID i PARKING ISLAND .. .. d EWAIJt i •K CJ ~."- TYP. j 4 � .. ``� / R2.5I o • 1 W-12. W-12 .-1 tr, z R .. ar ! : r '''M. 355 sF _ •. \�j t� �' PROPOSED WATER LINE � . ti - i. i i I �- d L j I _ �' +(, PROPOSED 8 SIDEWALK ACCESSIBLE I � f- rn t lY N I s DA ROME i til I i s �.- I GATE VALVE �.. e i 0. d , 1 • .0, . - d•• . I 1 j{ i i^ PROPOSED FlRE ROP SED ADA �'. ( •x•� . i �. lY �' w . / // w w. ► I PROPOSED WATER SERVICE . ly Ix DEPARTMENT CONNEC710N SIGNAGE . 1.5 I I i j I I L � I j 1* 9- I -� _. ( ._ 'R. • . _. 1 ^_ � PROPOSED. IRRIGATION SLEEVES �. . � . N a: „ y t l c� „ � i I x 1 1 WATER AND l in Y 1 2 3 lu � � ` is _.. . l Z 1 U E UE 1 IRRi ATioN j :.•PROPOSED ELECTRIC SERVICE : G METERS - 1 IRRIGATION 9 • o A• _ 32 N SLEEVES' ._.. '-,"'~--... ^•-- LLLLL_ TYP. L _.� t, -� `1 1 X88 --" '. i PROPOSED SEWER LINE E-- . •a 1 -�.._ rn cz - l � S Y , ul 1 PROPOSED E HYDRANT ASSEMBLY R 1 I EXISTING 72 WATER LINE 9 •, :� A r 5 r tl / - •• 1, 20 LIMITS OF DI TURBANCE ti •. PARKING IS ND .... ..... 1 W I 1 to n� to ,..... 1 \ I 4^- 1I M I E•r r. w 254 SF d j - 1 .. N � � Q o ` _ R!� .... ,- l � w - ON UCTiO EXIT � WALGREENS ,..•.. t \ C STR r, F- cn h i.y ., _ 1 STORY �.-04 L. o L / \. �. ti 28 BLDG. HT. \ ti , e-: � w / WE -,C a` _ :. c` /� tci - \ , VARIABLE WIDTH PUE _ , . FF 321.50 ¢a / f l t r �. PROPOSED S DEWALK � C o_z t 1 1 W 10672 86 / -, W w 14,820 SF d: � '�+ , _ : / / a C� F- ¢ PROPOSED ' \ E� U g / x I 1n o u� Q M I - ST RM 0 L NE w tt z TYP. a a1 �• fi 5-- ,� .q .-,� PARKING SIAM l , 1 ND o WBY OTHERS 4i_ V N \ � / ' Id• � C9 1g v) . 3 '0 �1 t -by .� Z. . - 1 I f ---- ..... x XISTING 12 WATER UNE � �J � cQ . l N E- r 19 3 ti . / r < W -� d, l 1 _ . .TYP I fn W d P G ARKIN LOT LIGHTING N I . I T � ,� t : I l "I r M 7.5 SIDE BUILDING �. ` ,. - __ ro - _ _ _ _ _ s_ - m ��_- _. _ _._T_,_ _. - sL ILETBAGK 1 4 l Y _ �, /'F r• r { E - ,L i---- j - � W ARROWS a : a•d V) E --I IL cc �40 BUILDING11 � L , LING f i l m SETBACK f f .rrw.-w rr r r r - -. .' r r r r r w r w r W : _ ( l ' ACCESSIBLE ROUTE . ,/ TYP. .1 Ly 2s II } o I -S I I 4 d. y I, _ , PARKING l r w •. fi ISLAND J h _ 32 SF 4L 9 4. .. PARKING ISLAND .. 4 I .. .. .. N 2 S 5 I F .. j � . , S_ PROPOSED 8 SIDEWALK ^ .., TRASH COMPACTOR { LOT 3 BLOCK 1 fi •. 1 . ........... & NC U j • .... i E LOS 1 I , RE' f - 59 C y 1 ARES .. ... r , 3.43 y - S .. i ZONED C 1 1.5 .. ... 5 dOIS ., x R 0 � I � i I ---- ____ r _ _ �• INTERIOR PARKING J U .. _ d Cil } , _ O I IS 3 , . LAND i / .. e � RESERVED D , . •. I R E •.., o G •- \ 12x18 REFLECTIVE FINISH METAL SIGN , .. to ATE cA _ ` - 355 SF PARKING ._. I. PROPOSED MANHOLE \ 'A . - II: ' ctr r- .2 .68 1 bBY OTHERS _ ._... . S• fi1 s M r . : I I I . I . I I I .L . r r r I L I I / _ _ w 13.26 , fi .. _ .v . 70 - RIM 318.20 .6r A erKE RAGK 1 cn ENCLOSED STORAGEx _ \Iy y _ �,\�,I { I FL OUT 313.2 S firn` _ z 9 vr` z _ / I�, I I FL IN -313.3 /� �. \ -a 13.78 ,C� { �I� \. �° -� T}rP• co \ �. N 3 12 x9 51G \ \ ry REFLECTIVE FINISH METAL N i PROPOSED ATMOS --- S TM GAS UNE ro fi ,; .. . 15 REAR BUILDING PROPaSED 6 SEWER LINE / \ I a � _ \ st : � s fi vnr� • n I REVIEWED ED FOR- . SETBACK B 0TH S C� Y ER �D . { } cn rn g x to � y 1 . -I u; I - , y ,.,.� I 1 NCE .. / ______TYP. fi \ C \ j .--_-- PARKING ISLAND 1 T 'ST'r �..-_ I `ST Sr----*sT"' �� fi - ST ST" 217 SF \ t/1 ST_ _ -S I - ST PER ARC TECTUR L �- _ y S -`^3T A 2x2 GALVANIZED STEEL TUBE COLUMN , . . `. S / ffi - __ `� t I PLANS q \ / _.__. R •-•� fi , SET IN CONCRETE FOOTING. PROVIDE DECU�� 2 O ZO1�. . A . � r - S i y- •�.._ GALVANIZED � m i . _ .., fi STEEI. CAP WELDED TO ..•.., i I • oP o %_ .. � ..... •. T F 'TUBE. PAiNT TUBE AND CAP. .-. . PRO OSE '� I ki • P 0 DRV ........ / .. CO��. TRANSFORMER w..V I -9 �o - -� � \ PAD PER CSU _- _ __ � m I 1 i 20 PUE .. ,_.._ _ F. 1 1 _ _ - "' PANS &SPECS __, _..� x$41' 13 'UV O99'7R ---` , -- ,--. ( - I I u _ AIAR 1 G .: L-t%l -,nrG -3 LM KIVfiLIJiJ: 1 t �-7 1 O 1 S ,ee u h 1 r, War. Ad. = K N S L ALL CURBS AND CURB ENDS SHALT BE PAINTED RED TOTAL PARKING: 68 SPACES wlni FouR INCH (4� wHfFE LETTERING sTATINc "ETRE PERIPHERAL PARKING: 48 SPACES LANE - NO PARKIN - TOW W AWAY ZONE'. APART. MAY INTERIOR PARKING: 20 SPACES NOT BE SPACED MORE THAN FlFTEEN FEET APART. INTERIOR LANDSCAPE ISLAND REQUIRED: 2. A SIGN - TWELVE INCHES 12 WIDE AND EIGHTEEN 20 SPACES X12•-240 SF 1�� INCHES (18'j IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE INTERIOR LANDSCAPE ISLAND PROVIDED . C 720 5F PROPERTY AND A T THE LOCATIONS SHOWN. C S pAt�(� H WN SUCH SIGNS SHALL 6E TWELVE INCHES {12'j WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES ONi v (12� WIDE AND SiX INCHES (61 HIGH STATING `TO!AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHiTE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. B'•►^' 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE .LANE SIGN DETAIL BIKE RACK DETAIL N.T.S. N i S. INTERIOR ISLANDS . . .. � . ACRES �' ADDITIONAL V YID�� No "� 1111 lll�Ellllil 111111 M. I =111111 31110111101 Ell 0lufts 111116411111 Iii �1I3 AREA S.F.REQUIRED PRO LIED � BLOCK 1, LOT 1 Ir S F S.F. 1 277 180 97 11111100-0 1011��,,-m� BOB - 448 3 I -- -- =- . _ AIAR 1 G .: L-t%l -,nrG -3 LM KIVfiLIJiJ: 1 t �-7 1 O 1 S ,ee u h 1 r, War. Ad. = K N S L ALL CURBS AND CURB ENDS SHALT BE PAINTED RED TOTAL PARKING: 68 SPACES wlni FouR INCH (4� wHfFE LETTERING sTATINc "ETRE PERIPHERAL PARKING: 48 SPACES LANE - NO PARKIN - TOW W AWAY ZONE'. APART. MAY INTERIOR PARKING: 20 SPACES NOT BE SPACED MORE THAN FlFTEEN FEET APART. INTERIOR LANDSCAPE ISLAND REQUIRED: 2. A SIGN - TWELVE INCHES 12 WIDE AND EIGHTEEN 20 SPACES X12•-240 SF 1�� INCHES (18'j IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE INTERIOR LANDSCAPE ISLAND PROVIDED . C 720 5F PROPERTY AND A T THE LOCATIONS SHOWN. C S pAt�(� H WN SUCH SIGNS SHALL 6E TWELVE INCHES {12'j WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES ONi v (12� WIDE AND SiX INCHES (61 HIGH STATING `TO!AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHiTE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. B'•►^' 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE .LANE SIGN DETAIL BIKE RACK DETAIL N.T.S. N i S. INTERIOR ISLANDS . . .. � . ACRES END ADDITIONAL V TOTAL ISLAND INTERIOR ISLAND # ISLAND AREA AREA S.F.REQUIRED PRO LIED � BLOCK 1, LOT 1 Ir S F S.F. 1 277 180 97 2 BOB 360 448 3 355 180 176 I � � � I I .. . � I . 1 � I � . .. � . ACRES c V � .� ,��Iii� .1.607 � �I . . I I .I� I .. � BLOCK 1, LOT 1 Ir v- , . I � 1..I I � I CAPRGCK CROSS[NG I'' o �I II� Iw .I 1 .I I�I . I.� I . l N . �I � � A BABILLE SURVEY, A--75 I'•4 . I � � . S.W. ROBERTSO N LEAGUE. A-202 .;U .1 I I I I . COLLEGE I STATION, BRAZOS COUNTY, TEXAS N . SCALE: 1 "=20' NOVEMBER 2012., m .OWNER: SURVEYOR:5. �"•I BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 ci m O W', - DEVELOPMENT, LLC. KERR SURVEYING, LLC O *" Z O Z �': N C/O CAPROCK TEXAS 409 N. TEXAS AVE. *. _! •• O N 3 is 110 LINCOLN AVE STE 03 BRYAN TX 77803 , W cr 'i . .� m _ N I- 11 COBE - GE STATION, TX 77840 979 268 3195 c 1. ,- � d O a, --, , DEV EL0 ER o v PER- .ENGINEER: [NEER. � I I I I I � I . I � : . I . I . I I I . � I � I __ i I � I � . � 4 � : . --- _ 16� - � �: I � � : � I I I I . I I . --------------____, I I I V��' I I I I � I � . � . . I I I I I I I I I I : I I � � I I � I i I . . � . I i I I � 1 2 1 1 . . . . I I / I . 11---' � . � . I I � I . � 0) I . I . I I I I . � . 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CD -- - :_Z::�- ___ __\ � .. - . . - , . - , , I 1 . I I ,I I � 1. � . I I � I I I I ��� . � . I \ \15�61 . ",� EXISTING 8" WATERLINE-\ <-::�-- __� I ____ I I � I I , PRIVATE ACCESS EASEMENT, I I � . . I I � -___l \ 1(�; ______ - _\ � � I � '�� I � I .. 1�. 'o I � � I I I (WELLBORN SUD) b W-16 � � I I . I I . I . . I I I � . 11 . I I \ - V. - Y I I , I . . �, ____--�W-1_6_�� I � i I., � . I I � � / 44 � I .1 I . . � - � I I � , I �__ \ . �AE I --- I . � - VER - VER VERIZON UNDERGROUND LINE I I I I I I I . � OC� . � ________�AE_�, / .0 ---tk��_ . . . I . � � � I � � I I � I I I � . . : � I � � � I - I . N . _:��\ 2C PRIVATE CROSS - \ ; - I �� I I I I . CROSSING SIGN LOCATIO . /I AE r - - � � I � I I I . I � I . I � . � I 11 I � I 1. . I � . . . � 1, �� : I (BY OTHERS)' I A"ESS EASEMENT . . %� I I . . . FIFE LME Lmr= � . 1 . � I � - � � -_ � 0. I I � . � . - . \ ,� I I \ v � I ll�l ;pl EXISTING . I . I I � I . I I I . FIRE LANE .1 I � . L. . I . . L I L . 1. I ; I I . .. 11 � _'__1 � "-- I :E I EXISTIN I ! UNDERGROUND � . � I I � L I I I . . . L I � - ­ L L I L - . '1� ____ _­_ I - --- ", , ; ., � . L L i L I I I L �� Iz '�_l I � �i , ) 1:1?§ '_1 '11� 71 - �\ \ -_ I i I � I I . L I . I I L. . ''I . . . L . ol . ___ L I N _�', VERIZON 141-lr_ I I I GAS -GAS - I I I L L . 11 .L I 0 U4 L '1--1 X_ I LOT I ACCESS 2 L I I /" e _­_ I - 16" WATERLINE --- __ � . � � � � � I I I � . 1. I I ATMOS GAS LINE L i I IL .1 . � I I L - U- 0) G . L I I PUBLIC WAY jp2 1�01 I -;?.'3 . c? I dEAft. 113 1 L I . I I I I I . I . Z_ --- I (WELLBORN SUD) -_ - .. " I q� - I t � 1 0-4 z L . . I I � (BY OTHERS) I L 03 � � .1 .. L L I I L L L ­ . . �:t >- -w N I - i I . . I W-12 -W-12 - I I I . - - 0 . .. -1 � ' I I z 00 I '_1 / , I . -41 . I I PARKING ISLAND I I .. Y ' '. I .. . I I I EXISTING WATERLINE L L I I Lu I..; to I L 11 � '! i ri . I . \ I PU 1 ) 1: FrILL' ,O �, I I I L I I . L i L L L I I . 1 _k 1 . I ] 20' PU ', ,. ��N � I I . L . I I I L I L IL I . 1-1 I \1 / I *. , . L '. I �� .'_� � . 318 SF -� - __ % I L I I L L L I L . I I I I I 11 . . I I � 11 L . . 1. . L I L ,. . . � L. ... 6 L I I L I I . I � -12 1 L I . _s_8 -S-8 - I 1 L I- I I . I � � � Q_ � jZj t Cj ML 1 :) 1 4 .... ZX , - . EXISTI14G SEWER LINE I I L I L . I I I mcr I W 8030/5 1 LOT 1, BLOCK 3- 1 L I ..... . . - ____+_� 14 ki Rill -, wr I E� - ---------- 4V E � � I I . I I I I - I L , .71 20.56 "� . !111­11i�i ,, ,, . - I ", I ; . , . - . - .2. I L I I I -11 _� � � L I ! I I < I . I ­ . ­ L I .1 ACRES 15� I . ,� I \ � rl 1 I r, i I L L I N,\,, ZONED C I . ____ PARKING ISLAND �% . L I . L I ; I I . . I L - .wm L ______________7w;uz ___________L_��� _-, ���) ! . L . "" _j 0 mo / , i �� ZWATERI 11 >0 � 11 � I i I 0 F , I 'i I L 1 275 SF 1> L , I I LL I I . I L 0 L EXIST114G SEWER MANHOLE L . I 0�[Lww Z L . I I _� . -1 . / . I I T, \ L L. I I .-* L '/ .��_ __ L __ - __ _". - I ___ I ?^ / �) IMITS OF DISTURBANCE I 11 , I L L I I I I L L L I L L . L L - I L6 zo r�_ NTERIOR PAR�ING L \ ') * . L I VAN ACCESSIBLE I � IS I I OWT1\1 � I L . 0 �- I I I � , , 11 L L.. I I I (1) 1, - - '1� . I L ,v-fi\ SPACE LAND 2 . I L . . I I � ; I L . , I . , M. .6:00 i I . I . I � I . . . I L L ., i 0 . � I , �,:, ,,, "I - . - INTERIOR PARKING .. ­ I L L . INLET PROTECTION L I I I., I . . . I I I w iE w zi i � : L I I I I L I I L L I L I . I I I I I . . I L L I . I I . . . I 0 i . . -_ L 277 SF t I I 11 . � , I I ir L. I . \ ___� �::� - JA__ 1-1 SF I � - I I I %==CIO I . 11 I . L . . 4_1 . I I 11 z I L I I . L I I � 'I-, I \ '17 , *.- - I -vi__N�__.: � ISLAND 1 1 -1 -1 I Lj I \/ r PARKING ISLA6 I III I I 11 . . L. . i I - 8 L . I I - I � I � I I I L I I I I I I I I � . I I I I th---, ----IT, __� I I 1� 265 SF " * CD I L I I I . I IL � I I W-12 I I W-12 - , ,PROPOSED WATER LINE I i I L .L I I I L I � . ,. I . �1� o�,, .. L I 1_.. -PROPOSED'FDC I I ILI I I I I 1111 >, V), L I . L I . I L . I I I I L . . i I I �l I .. L I . � __ _.. .,� ..., ' ' ___ I I I .. 11 I . I I . I I L . I I I I I L I . . L --- . " .' ­ v -4 1 . I I . L I I 0 1 L , I I L L � I '� I . � . . L/ ' L * L � I '111�\ - I �� � .. : . -,' -';'.- vo . i N Ljw.rlLjflccr% W CIMMAIA, I/ I w I L � L I *q _ATf: *. JAI k/C* I 'I' I I \ .. � 70' PUBLIC ACCESS \ J I I I , , - 7! �m - � -" -- % I i / I . L . I L L * � . I I . :e ! .,. "NJ - I L 1 3e - L , . I I I . I I . I � . I . . I � q , L I I I L . , . '\ "7 L L .. I - : . " I :f I I I I I L � I I . I I L . I L I PRIVATE DRAINAGE, & � , . . I LPARKING ISLA 0 - 0 .."I. -,.-----A 11 . I � I I m I I L .1 I I .1 . I . I 1%. � I I I 1. I 11 I . " I I I , . 11 I I I . . I I I I I I I . ILI. . . . I . I L � I L 11 I Z, I I . La III .11.1 11 L � I I I I I I 11 I ' I I , ' IL / .M § L . : � � . I . . I � � LL . " I . I L ' . I L I I L I . I L 1. . L I , NT I . \ . .11, / I 1. � 355 SF -1 PROPOSED � �_ �? L 0 � L I � I L . L I I IL I W W I SERVICE I . . I . I I - 11 11 L . L . ..'L I L . I I I 11 . . L I jorl . : I . L I I I 1-1 . . L � I /'�_ . L GE ; I / L I a: ?i L I . L I �l I I . . . � I I L I I I L I L I I L I . I Sir -5:1-0! . I 1�� . \ L L L . I '�� PROPOSED L -d . . I I I I I I * L I I I .L L L . I L I - - :5 , . \ : �/ / "" I L L '__1 I . L / I " WATER METERS I "I L I I I / I I I I . . I I L I 's ->/ 1% m L . I I � L . (�4 2 L L I I I I I I ,- _ - - - PROPOSED IRRIGATION SLEEVES I L I I IL . I w I L i .= I . . . 11 I I 0 1 � I 11 . I I . I _ . . I I I 11 I I � *11 L . , I I I .8--, z : � L . - I . I - I I . � I L L I L _U I I I L . I I . L .1 I I I I ** . I I I . I ,�_, � ' , L . \ L I I / / I L . I . I I SSWALK I EXISTING 12" WATERLINE W . I L L � � - - L . . _Vj lm " w I L I \ I / . I _� ' L '�_� 1 320 L ) � � I I I I I � I � I � � w I I I . I I . . I I 0 1 L . - b i tila I I I L L I '__1 / \ / . I , I -- - - . � --- �_ I<-- . I I L I E UE I I I I I I I � 11 .16 : u... 6 1 � I I .---*' . I Ilz . I . MRIABLE WIDTH PU . ... , . I I L I ����o ��/ / IV) . L I L I I I � - I PROPOSED ELECTRIC SERVICE, I . I LL I L . . I L - . :x. z L I I L -_ L I I I . L . I I . . I I - :mw L . I - I \ \�, 10672/86 L LLL PROPOSED DOMESTIC & . I -, PARKING IELAND 19 � - L .. . I I I I ffi .. L ,,,- J - \ I .. N . � , " " I r L . . . L I L I C* ) ) .11"..",.",�, . . I \ I r . r S-8 r 1. .L I.. . L . L r . . I I L � . Vftb :U;.. � . .L l___' e I FIRE WATER SERVICE . 254 SF I . S-8 .- LINE r . I - 110- -, r, v I L/ Lr r WALGREENS I I M �: I I r . L I L L I L *".' I -, r r 1­1� I *.**' r . . L I . I I L . I I I I I I . . I 1 .1 � =) r L 'foll r / I L . ", I . / � � � � � . \ I L I I . ,0,00 :> 3: 1 1 � _____ /, L / \ r \ 1*1 L 1 IN r L ' 1 STORY 1�1 I L I r / L r \�\ \ �ij �L . I r I 11 , r I . r r I at .r PROPOSED FIRE HYDRANT ASSEMBLY I � . '---- I -11,1� / � L � b ,�, ./ / / %4 1 4 r I I 'L � � r I . . L I . L I � 0 r . L rr . � L r .L I . I L L � I I L r ; cn I I I 1_1� r . 't; L r 28' BLDG. HT. .� I � I I I i � _-.11 I I I .t! I �L r I r. . r � ' I . I I . I I L � I. r . I . . I I .1 I . L L 11 . I r . i . I I I '.. I . . . � . . L I 1. L L L I r I L . I r _� / . 'L . \ / , I -- r r, I , I i \ � , I . . I L I LIMI r . I . � L ____ / L I r FF = 321.50' 1 \\ TS OF DISTUR13ANCE . . 1__*,� L r 4 1 r � / //� )) �) . r I I L ,r 11 I i � � --I- rr // - r ... I I / I I L I L I . I I I I I I . . _, . � r L I r 10 � � r 11 . L I I . . I . . N // L � , LOT 3. BLOCK 1. r I - *�� 1 14,820 SF " _,�Ncj, (// / // y r I I r r I I r L , � I L r I I L I L L � L 1.59 ACRES L - ____ .,:, - . � � L/ / �j L I 11 r , I I I . . . � X / r%_ ._,�, , - ____ I � I .. 31 - " , ', I I I L . I I .1 I I I r . I I I I L I L I L ;� i L � - m 11 I � . L - .1 r LL I I . CON EXIT r I I I L L I I C) I t". : . I . L - - . I // \ . _ 11( - - r --- --- - ,�'. - . L . . . r . r . I I . L . 0 cz , . I . . T_ / I \ �� Ilb I :. I I i : � r � � / �_ r r . , I � I I I r I . I I I , r L _q Z, xt � I I I . . � I . � i I I I L L I I L r ST - S -- T 0 \ . / -4 .- EXISTING ATMOS r L ­ _ � � I I I � I , I I . I I I I . r I L-4 cc I I L I 7� 11 " I I A PROPOSED 6" L . � � \ r . L L r I � I r . __� ---,--/ *11 sr L � . / ENERGY NATURAL I L . -. PARKING ISLAND i I I . r � r L I I I I L -N cc L . I I f . I I . -� r . SEWER LINE '. L - I L. I 1 rL I r . N-� " , L i L I I L � . L I I L L . L I / . - . ;,. L GAS LINE 1 12� L ' ... I I . r I . . ­ 1 17 *1 I i � I N . S, Q I .. 7 . .1 I .. /// I / L "I EXISTING - PROPOSED 8' SIDEWALK ,:'. �\s' I I r I L I . 1 F.M.;l PROP0SED SIDEWALK ­ L. I 1. L' I 7N I � � - I I L ..., I I � I I , . . I . r r I . I . I I � L I � Q - L . L '.:_14 / I WATERLINE 11 I j... .. i I / I . I I i I I . I . L I L ft I L . . . 11 \ ROPOSED I 1 r L I I L cQ �! !2 L I I � ­ I L I r I L L L . 1 1-4 :;i� t., C-� I L I y ) / � r r , NATURAL GAS METER ... .- . � r I . . L I , * '** r �l r L . L I .1 . / , . / � . 1 6 . L � L � I I . L L _. ,�'**k r I IS � L . 6 1 ... . . .� -�,-_l * K L r L ",-, . f ./ I I o - - - - _.. . m ___ - 1. r, � C4 I - / L STORM LINE L I I . - L R -1111, -I -... I PARKING LAND I I , . I I . I . , I v..z N� r ,� \_ � L . r L I I I I L L . rL :;,- _4� - , . r - I �l ; � (BY OTHERS) I I � . I I L I . L � L � I -1 - -j w L � . . r I Ir : 11 I I I I I \r L L I I . I r I I I I I I 1 W4 k%4 E.4 1:4 A � I I I I . � I . ., <-- . r ,lb N�ll - I �: I I I � r . I I I i . I . .,% I r I r KING IS I IL . . L r� �� , ,r L I . ., IZC4 ::ll LD - �� � LAND --,- ��- I L I I . r I INTERIOR ISLAND DECORATIVE PAVEMENT L I .. I . - - N / L I PAR 329 SF / - ;�l ., I kpll INTERIOR PARKING r r j L r I I � I .1 Q N L / '��ll I w � - BlKrn RACK � I , r L I I I coo I..; � L ­ L I , I L I L . L I '*1_1 NI -1 4 1 J r _q ISLAND 3 1 1 1 1 1 ,\ ,I-,- / I % r � r L � . r L L Lr . Q_q -4 . r I � I I i . I L Q 6q t L r 316 1 L A> PARKING ISLAND , r I . L . r I ;o . r . " * L , --- - 'I-, 11 � \ I L I . I I . r I I L r I 1'r I CQ c , I L \ ..X/N I - / -­', L . 'IN 'R - GAS SERVICE LINE I I L 217 SF L . I r r I I L PARKING LOT LIGHTING � L . i . I r I r L L I I I L . I -A Q� A . It L . L . . . � I L I - -4 qo � L I . �._ I . Ili '�� . PROPOSED TRANSFORMER PAD I W, ST - 8 . , L I I � I I � I 1 F4 V) I I / - T - "_ ST I ST - ST ST L T r r . , I r r L . . � . I I - . -�-- �:: ;�4 Q Q;- It I . L . I . PER CSU PLANS & SPECS - - f .- - - - - r I � r I L I � I L . I r L L I i 'A � 1. I . L L . I ! . .,, I . - . - � I I r I - I I L r I L -4 1 � I I .L �l I - I . � . I L. � I - \ t, � Ij L r I L L � L . r FLOW ARROWS r I L r l� I I .1 Ir I I It, (z.) iz.� - N I L 11 60' PUBLIC AO'CESS, / . L- \ III - I L I r L L r q 6 ___ � L . I . 1. : l� I 1 "4 w . I I r r . N *,*� .1 . L / N\ L ___ Ef" f � I I r . I � I I � L I - . ,� L _�_, , L _`lly , r 11 I I L I L r I L . to I . L r I . - I r , I I I L I I . L I I r aq co - L LL PRIVATE DRAINAGE, & _, say. - 2M7V L \ . L _ . _ _ IZQ � . � _ _ mvw r -4 / .- I L . I . 1. L I . I I I L L I L I I L I L I I I L I L L . I - - - - - - - - - - - r .11 � L L r � "I , � I . - __ - - __ I .� - r I L I rr . - - __ I - ,--f I .) , r . " . I . I - - - L- - - ACCESSIBLE ROUTE 1-4 p m - � I \ L I "11-1 LAN D SCA P E - E AS EM, EN T 20' PUE , . r r- -_ -\- _14 r L I L I 0 1 1 1 - . r . . - r � . . I L � . -1`1 - r L (;� � '�_� __ r . I . r I 'L I r I 1 '37 1 L � - �6 I ; � - I � r . N-4 .1 L r / 0 . . I I 11 -z.: , r I I L r I 8- I � L I / L ' I I - --- - � I , I � I I I r - . r L �: I . . I � - % I L L . I . - . � . L ____ . I I -_ I . I 11 I � I I L L I . I . , ) 0 I I L I L I L . I . I I L I I I I . � r 4 r I L I . � . � , . . I : I c .� r L I ---I_ I __� . / I / I \ L I I I r I L %�,_ I , I I I I / .1 . L * *�_l I L I . L I 1 20' PUE I U) I / L 10 I I I . L L � . . . r. L . . I 11 L 11 I.. L I I I L L � I I I I L . 111. I . L I r - I I I L I � I .- . . I I I I r -I-,- L � L ./ li. I . I I I L U) / : ' r I I L . . . I . I . -r I I I - . I I I L 11 I . I .. ,r. � I . I 11 rr . i r r . r L I I I . I I I . L I I . I r L ­ . I . I I r I I I L . ,r Ir � L I . 1, I r . . I . . - - *__', , r � I *11� / r I LL . r I . r I SITE SPMIFIC Ngm L I I . I I . L . r I . L r I _q . . I \_ ____ 1-10 � L . '%-,: ___', r / L . I I . I . 30' PRIVA / \ L I I IL I I I . � I I r t� r , � � I I L I L. L I . . � I L I I . r '__1 I I . � L .) E C -,--, , ss . . . � / � � I I : I . L I � 01 � ,Z I I L L L I 1. r . L I r . I I IL L � , L . / L r I I I L S - I I L 1. THE OWNER OF THE PROPERTY IS THE BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SU13JECT PROPERTY IS LOT 1, BLOCK 1 OF I i I . . r / \, . I . I L I--- r I I I I L, I I WROCK CROSSING. PROPERTY IS ZONEDC-1 AND OV. I L r . I I I r . L . � L L 11 ,.\ ---- . I I (n . I I r 11 L I L � r r � i � I I 1. L I L I I . -) __� -1" IS", r L I . I L I LIMITS OF DISTURBANCE -317-- _�, I .3: LOT 1 ACCES 1- I I L L r I I . . I I L L I - � I ) - . � . . I I I I i . 1 2. . 1 SF). L I I L I � I i r L L L L L . r . , . Q) L '-__, / L --- r L (BY OTHERS) r I I THE DISTURBED AREA FOR THIS PROJECT IS 1,607 ACRES (70.0 . . r r � I L L / //, f�p , '11619 N, I __� I S I I . . Al * . . L .. V � r r . . . r - . I r I I I L r � - ,�X/ - v I __� . - � . I I 11 L /'- _., , . ,./ / ,�p , I I LL . . r . . PROPOSED 6" r L I . L r I r ­_ I � r I L3. RUM TO GRADING PLAN FOR PROPOSED GRADING. I r r I I . r I I IL I r I L I . I . . I I . �� 4�� : L \ I � I I r L - I '_� I I L I L L r . I r r / I I F . r r I I I I L I I . I . L I I . I . . . L I L I �/ . �l . . SEWER LINE - - r PROPOSED PRIVATE L 4? \ L r I r L 11 � L . I . � , /' I V��' ��_ I . . I ____ J16 L . I L � r A , 7 , L 4. DRAINAGE INFORMATION AND DEMAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAlNA0E REPORT. I I I L li I r . L r I I . I I L . AXI,,N�l I 1�y '__1 L . r ____ ._;�l .. I . . I I . I I I L I I L . . I* %..: L . % )� r , (BY OTHERS) I.. ! L STORM SEWER SYSTEM / I cn I I L L I L L L .. . L . \51 , ____ L I . I r � , � 0 1 , r . . I I � --_�, L I 5;, LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PUNS. L L I . I L L I , I . . � I I . - I I . .. \/ , I . r ...'­, L --- //L L I ,r � r I r . IL L L . . . I . . I *�� L '_� I .11 I � r . LOT 2. BLOCK 1 ----- __.�� _1-1 L . I r 1 C*4 1 � I I r 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.G. L L I . I . . r . I : . I I I � I . I I I . I I I u *1 11 . I / I 11 -16 "'�, I I . I __/ . . ___ . I \ . . i _,- I . N." r - I r . . L I I I : r �p � �,�\ ' L : 1.62 ACRES I 1. I � r, Ir I I I I . L . r I L I I . I . I I I r L I 11 I . L r .. I . I I 11 / . TBM 1 ---,, - ---, - N"' , r I I I . . - I r � I L I I � I r. L . . I . I 11 /yp - _��/'b I . I __\ r I BRAZOS TEXAS LAND I ,/ L . I � � L U) . I 1 7. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 1113 OF 14,820 SF IS 2,500 GALLONS PER MINUTE. THE L I r � r I I r . , I I L I . z I L I I , I I --,, \ -4 4 L . r . I LINO * L r BUILDING IS FULLY SPRINKLED WHICH DECREASES THE EQUIIED FI FLOW By o x jl.�- j­___l_­:­�.­-.,'l z:lt �L � I . � L . L 0 L ' I I . DEVELOPMENT, LLC. I r I 1 O' PRIVATE I I . L . I I I HYDRANT IS REQUIRED. TWO HYDRANTS WILL BE ADDED. L BUT NOT LESS I'M 'r,"O GPM. ,ONE FIRE . � ­, �­­ ­*�', L I I i . I . . . I I ff . . L I I L . _,,� LL -.d? � I I I . R RE 5 � L . r I � j� 4tj f�% �L I . � I .. ( 11 ,-/- --- __ __ L . I L I I DRAINAGE I r f . L � r L � r I ", I 'I I . L . I / I , L '-< . . ZONED C-1 I I . F. L F: �t",o �, 9 ' �l , , L I L _� L L r _,� , . I L . I" ,� .� 1 1 1 . . . L r . W_ r r r . . . I r r " I j L . r I I L � I EASEMENT, 8, TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. . I . L. ly� L . _ I L 'L I . r L _____ '_�, L L .I-- - L L I /_ L I I _� ) I \ . I I I . � ,��il . . L I I " .*'­ - - t� . . : L L . I I I . ­ , L - r . '. i I I � r - lc,� . :1 L r L I . I . I / / r / __�ll _ . I r . ..31!i- _� , I � L I r 0 I.- - L r 1, L C - t 1 ,.b I , - . � r L I 1 20' PUE ,,�, . -_ __� r L I L r / --- . I'll !� in � . INSURANCE RATEL , I L "� , � .. �. r ­ I I L L I . � I L I . _\ I I 1 9. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 MR FLOODPLAIN ACCORDING'TO FDA FLOOD MAPS FOR L . L . LL I I I I I . . / . . L I NI -11 . L r . I \ .314, � I . ." L P �2 \ BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083. PAN NO 0 51r- MAP NO. 48nAldlellorm cTT=^*m&. � I . 1 r I L � I I I . I I I 0. 1 1 . I � I � � I . ''. 1 3?1 �, . __ . I I I � I � . I / �;i : � I F) , I � � � DATE, MAY 16, 2012. . . . . � . i'� I - N - I I . I : ­ . � --- I �l � . I I . O' PU13LIC ACCESS, PRIVATE � . � . I I 1 C4. 1 � i . , , I I � . � I i , i I / ____ , , -1 I/ . 10. ALL RADII AND DISTANCES ARE MEASURED 70 THE BACK OF CURB UNLESS 0 ERWiSE NOTED. . ­ I Cl REQUIRE I . 11 . � I --- I -.1 - _:�� I I ­ � I . . � . I � I 11 I ) I I I I __1 / I . PE , - __ � I . . . A/ . I . . TH I � I ii � cl , I , � I :0 I . ` . - , � . I . . �_� r � El" \ __� I � . I --- _�, I . I � G 12" . . I I f I +!, , . I ____ EXISTIN . � � . I I I I I . . � � PROPOSED I I - L . . � 11. ALL, PAVEMENT ,SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. � I I 11 . __� . � I . � I . 1 4144- . I � I I � I � � -1 ,2' 1 � I � I I I SEWER LINE -' I . , I ^___ I f * . 11 WATERLINE I� I I I I I I " I I . �1� _____ ­ 11 I I I I I--- I . __� I I ) , I I . 12* ALL UITLITY` UNES (WATER, GAS, SANITARY sEwEii, VERIZON. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD - . I 0. , , I I � I \ * - � I I INFORMATION BASED ON CONSTRUCTION U71UTY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE i-3 I I I I I . . I / / EXISTING 8" SEWER LINE I I . ila ,,,, , , . I (BY OTHERS) . �\,�� �� � � - .., ...... - .., I � I - A I - - _�l . . I I . I GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CO DITTONS. .� . I I I � I PRI � � � N I - � I I I I I . . � I � +� I � _3 +fit I � � � X11 . I � � � , I . I * \ I I __l' . . VATE STORM ==== . � � I I I I I � . I L , i � I . I � . I I .. . SEWER TIE-IN POINT to . I � 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE W17H THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. � i � I I -----_ � I � I - . � 1. � 0 ....., 11 . . � _--j , I I � I - 9 I ____ --- I '1� * i , ­_ � � I . . I . . � . . .� -1 'OT REQU -+ * I I I � .\ S7--_-- . � I I I I � � ' il F, ir� n , � / . ___ . � I . \11, ___ / . � I � . I I I I . I 1 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM MEW OR ISOLATED SO AS NOT To BE VISIBLE � I � .., I ... �j I . ____ -312 . I I '1� I I I . I I %.. lkl- I st .zzz:. __\ . . . . 1.�� I ;� � FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT "THIN 16V OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET _,; ­a�_ 11 I I : � I . � � ____ I I I . T�\ I --- . . . I �o I - �1,1 ---, � ABOVE GRADE. SUCH SCREENING. SHALL BE COORDINATED WI Tn kAAIMTAIM A I I= I I I ..... I I I %% � 9 I- 3: � I E BUI INQ ARCHITECTURE AND SCAIE . � . � I I I I I I � . I I _�_l `11 . I _�� --I--- T . - . � I � I . . I � APPEARANCE. � . � � � I -T I �w. � I . I � I I I r% I I . . . I � I . I I ul I . I I . . I I I . 11 I / , \ � I � I I � .1 . . . "�_l *_� � I I . I . . ***' � 0 11 _____l I � I I I I I I � � � IS. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. I I 11 � I I I � I �. . I I � . . I + -1 I I I I ,07( � � I I . I . � . I I I , .....��1111117�� I I I I . . � � .. 16. CAPROCK CROSSING, BLOCK 1. LOT 1 IS PART OF THE CAPROCK CROSSING BLOCK 1 BUILDING PLOT AS IDENTIFIED ON THE APPROVED i m I 1,Wmh '�_ � _� � I \ � . I 11 I . '__1 I �� . � I ,*% N�_� . I � --I- � I � I I I I � P'%E � I / + __1 � . ,LOT 1, BLOCK 2 1 1 1 N�_l . I - **% I lll�?I_l . ___� I I (n . I I � . . I � VIEW8 I I I . � � I 'I-, I I co cl) .!A?. 11 I I FINAL PiAT FOR THE PURPOSE OF LANDSCAPING AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS FOR BUILDING. PL07S BETWEEN � I ! C; 'llu m . u : I . I � _­_ ___� 1 6.09 ACRES , �_,_ � I 1-4 "**_� I --- --- !--A------ . . I I .1� � . . 20.000 AND 49.00D SQUARE FEET. I I � � I 04% Pru ,FOR ' I � � ___ - BRAZOS TEXAS LAND DEVELOPMENT, LLC. � - - - ,�', I '_� . I I ft� -, _.�__,_ , � I I . . I � I I I � I I I U I I 1. � 1. '. � 311 - - � ZONED C-1 I I . I . I - - � I 1 17- ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTTLInES SPECIFICATIONS AND PER THE COLLEGE STA71ON UTILITIES I � - . I I I � I � I I I . I ELECTRICAL DESIGN FOR WALGREENS PROJECT. I FLIANCE I I � <� . I . I I . � I ERQJEU DENCH MARKS I I . I ____l HARANIA . � I , - I— - . . . . CSU ELECTRICAL CONTACT. ERIC HORTON I , I . . � I I I - . . I 1. I I I I I - _. : . � I � . I � I . N. -I I . , . I I _cn�l� . I . � 1 '02 � I I I I � I . - I . `1� . I I L/liNE (BY OTHERS) ,--*( __f __� � . I I � � ELECTRIC PROJECT COORDINATOR � I I I I / a . � I I I _TBM 1 . I � '__1 . I--- I I : __� 11 � � I � I I I CITY OF COLLEGE STA71ON UTILITIES ,� I I .1 .1 I 11 . I � � I Or . I � � I 11 � I . �� � ______ I . I I 1 -764-6314 1 1 1 � 2012 . �� I I � I N�_l I I I I I � ")( _:� . . -,'I - � PH: 979 � . � I � .1 I � . I i EXISTING MANHOLE RIM . � � � I � I I ' � i I I . � I I I . \ I I I �__ . I . I � , I . I I I : I � I I "I, I -=Z::_-_ uo m ­_ . � I I � 1 cow.gu - I � I � ELEVATION: 315.20' . I I . . I . I I � I IT . I I � I � � � , . I I / / I * ... - 11 I 1. � - � _____ . . . . . . 1 18. THE TRASH COMPACTOR ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS. I I i 9 0 ihi ION �. � I ,, � I I I � I I � I � I . -;b . � ----7 . _�l � � 'I-- I � � � � � I I I � � � � I � I I . : I . � . � I � I � . . I � LOPMENTSE 1. ; � � . I i . � � I � r I I � . � I � I � I � , I � . � I I . . I � : I IiL ALL PARKING WILL BE SCREEN FROM THE RIGHT-OF-WAY BY A 36' HIGH BERM, SEE GRADING PLAN FOR BERM ELEVATIONS. I � � - ICES , � . � . I I . I I I I . . I � 1. .1 I I I � CROSSING I . , � � � � . I � I I I � I . � � FILED# , � � I 11 I . �o � I i I I � . I � � � . TION(BY OTHERS) ­ � I 1 20. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE TH I I .. _11 - , � f I N co i I I CENERAL NOTES: � � I I I I I VICINITY MAP � � SIGN LOCA . � I -.-,, ­ - , 5 I I 12 1.:�b � I � I � . � I I I I � � I � . - . - I t ..... I . � I � - � -; r^ 1 . . � I I , E LOCKABLE LID SHALL SUPPLY THE SAME - � --- 1� - , 9 I . I I � � I . I 1 I .1 ­ __ = - . - _ � I � . &- � . . � I I I . 11 � � I . I . PROTECTION AS THE AMP OR USA, LLS62 LOCKING LJD AT MINIMUM. AN ALTERNATE LOCKABLE 1113 SuAll c2cr Acam-len my � . " , - - . __ � � I . � I I I 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UIILMES. I N011FICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 1 1 1 . . ATMOS ENERGY. � (979) 774-2506 1 SUDDEN LINK COMMUNICATIONS- (979) 595-2429 . I � � , VMIZON: (979) 821-4770 . � I � I . � I I I I . I I � . 1 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSAW TO MINIMIZE EROSION AND PREVENT I I I SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLA11ON OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. � � � I . I . � � � � I I � I . � I . 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. . � . 11 � INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL I I REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. . I 11 � . � � . � � I � 4. THE CONTRACTOR IS REQUIRED.170 MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS TI . SM. I I . I . � I I � I S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING I . � . AND SEEDING ALL DISTURBED AREAS. I � I I � � � � 6. ALL CONSTRUCTION SHALL HE IN ACCORDANCE MTN THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICA71ONS AND . DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. I I I . � � . I 1 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. I I I . I B. THE CONTRACTOR SHALL REMOVE THE EROSION, CONTROL MEASURES ONCE GRASS IS ESTABLISHED. . I � I 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT STTE_ I I I I I I . . � I � � � 10- CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPAREDBY KLING ENGINEERING & SURVEYING. � . I I I � I I I 1. EXTERIOR BUILDING AND SITE LIGHTING WILL- MEET THE STANDARDS OF SEC71ON 7.10 OF THE UNIFIED DEVELOPMENT . , ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT I I � LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT I AND CERTIFICATE OF OCCUPANCY.. . I . I I . I I � I I . I I . I I I I � . . I � � . . I � I I . I I � � � I I I � I � . . � I . I ­ I . . � I I I . I I 11 I � I � .1 I I � I � I I I I I I I I . I � I I I � . I . I . . I I I � I . I . I . . . . I � . I I � . I I � I I I . . � . � � � . I I � I I . I � I . . I . . � � I � I I I I I � � I . I - I I � . � � I � . � I . � � I . � I I I I � . I I I I � I � . . . I . I I I � I I . L . � � I I L I . L I %1%0&4.Q%yr_ L . L . 11 I I... - � - L � . � I I L STATION UTILITIES OR HIS DESIGNEE. � , I I . I �f-1 I * � I . I L. . I . I I . . . L I I V% - 114 , . � L I . . I . . I . I . � . I I � I . I I I I I L 'L L I rT4 CD [*j : L L � 1 1 1 1 1 � L L L WI ROVIDED ON THE BUILDING NEAR THE RISER ROOM, PER FIRE DEPARTMENT L REQUIRE . . I I I � , . :;� i ,11 , I L - . I . L L MENTS L I . � L I I L I t4 coa �u I rN . L L I . L � I L I 'L I L . L . L . I 11 I . I . . I I (z 1-:4 N 03 Q � 'o I L � I L ILI I . . I I . . I � 22- ALL STORM SEWER IS PRIVATF_ STORM SEWER MANHOLE COVERS SHALL SAY PRIVATE NOT C" OF COLLEGE STATION. I � I . . I . I . N I . I I . I . . . L L I L I I L L r : I I . I L 1. . L � I I . I � . I I I L L L I N -4 N4 i L I � . I I I L . . . 1"% (1) cj 6 � . 23. THISPROJECT IS WITHIN THE ALUM CREEK IMPACT FEE AREk THE FEE WILL BE DUE AT THE 71ME THE BUILDING PERM[TSLARE I . I . I I . 1 -41 64 I . I I C:i 1 1 1 L L L I ISSUED. 0 .�, I I . I � I . I I . � -4 � 1 . L I I I . L I I L I L I I . r I I . � I L I r - j i - I . L . L I L ,.b Q k � I L . � L I I L . 1 6 6.� c� r.i I 1 L I - I . . I � L L I I I L . � . ." : I I . L L . L L L - Q i I I I I L L I I � 1. . I I.L I :. I I . . . r44 0 : I I I I . L IL I L I L I I . ""I a; : I L . L L I L I I I , L � I I L . 11 11 L L . . . . � I L I I I I . I . I I . . L I � . L L I I L . � L I L � I I L I I �� � r1ol � I I I . I . L . I L I I I L'. � I . . STEEL REINFORCING BARS * I I I I . I I . . I . I L . I L L . I . . I I . I � L . L I Q Q 1 . . I L I I . I I . I I L I . L L . L I L I .1 ­ 1 03 � � : I . I L I � ' L � � .1.607 � i I L 1. . . I L I I I : L IL L � ACRES : I IL i I L � I I L . . L I I I I I i . 1. I . I I . L . - L � I I L I . .1 L L I . I . L I __ CONCRETE PAVEMENT . I L I . I I . . LL I i 1. L . I . � I I , I L 11 L 4. L L L I � . I . .i I L - -------------- 0- L L I I . L r I L � BLOCK 1,.LOT 1 - I I . v% � , I . L I I I , L , . ,. .11 11 I L , L l/rR--_.� I * I I I . I . L � I I . L ; -0 -is, ". I I L I I L // I � I L I . . - -_ . "---i " I .16'.. , .. - , I . , " ... I . I ' L ' , L L . L L 1 -4 � L I I . . , " - I w ;I"*- , .. .. '... ., I .. I . I , L I I I L . E I I I I L .4 * e . I. . * * - 1 * ' 4 ,.- .;, I I L L L L I I . L L I � 11 I I I 1> I lia � .. . . . . T 7 r. . X I I . . i .* * -7-.-�-, :, . - I I : L I I I - r3- 3.R . .:'.-' - .. . :.- .. , ..*A - . . . , . " . .. . . ­ I I � L 9_�, I I---- q � I i I A % � :.Lx CAPROCK CROSSING I , . -4., - - .. L i . 11 . z . . I �= L I I I /. � ./ . . .-, . - L L I L . I L I � I I I . , � I . . . / .X ,.A f I . I I L I 3'R I I I . /4"R . � . 7 I . . . . . ''' , , * . . . * * , 1, ;���'����"�/.//`//*``*/"""`��-�`*/*""`//*"`/"""`�����`*/"""` 4 , . . I 11! �_ - i I L I , , L I I . I , . . . I . . . . . . - , ,/, ',� 1. I X. . . . / . . . /. . L I I . A BABILLE SURVEY. A-75 � L I I . I L L L I N-4 c\I i . . . . . . . . . . . . . . / I I . . . I L I I L I . ./ ./ I . � I . . . � -�- - - ... - - ; . . . . . . . . . . . . . . I . . I L I- 7- i .- . . . . . . . - - L I t t, , . I I . I i i t I � . - . , � - �-- - .. - I I I I 1 S.W. ROBERTSON LEAGUE, A-202 , I I L - . . L L r_� . I C) 1 1 L . I . I I I I I I I I I L . . I , . I . I .1 . COIXGLE STATION, BRAZOS COUNTY,, TEXAS ., I I . � cli i . I L ( * . . I I I I I i L L L I I I L. I L CC L I I I L \_ I L . I I I L I I I 0 1 1 6" LIME STABILIZED . . I . � I I I . . I . 1. L I L � , L I . . 3. - 23. , � � I SCALE: 1 "=40" . 1 Lu 1 1 . . 3 1 2" 1 1 VEM I L I I I 1 2 , ' * L I I m I I . . I L I I 0 --- I I - I . I I L (EXTENDS V OUTSIDE THE EDGE OF PA ENT) L I . IL . i I L I . L I � L I I . . L I I . ; L I I 2 I L . I L . � � 1, I I ! ­ . � I L � OWNER: I ,SURVEYOR: L w I L L . * I : I L I I I X=5", 6" OR 7" AS SHOWN ON THE PAVEMENT PLAN � . D L : I I L L . g L :> . .1 I . L � I . . I ...� T [. I BRAZOS TEXAS LAN I ni L . I L 1* I � . I . : . I I � I . I . L . 1 31 _ . 7- PAVEMENT - USE #4 BARS 0 18- O.C.E.W. L L I I I I L .: ­ 0 , I . . . I DEVELOPMENT, LIC. ; G. LLC , L - � U4 L I & #4 BARS NOTF- ALL CURBS B* IN HEIGHT � I I . * L6" PAVEMENT - USE #4 BARS 0 18- O.C.E.W. L � � I . I I I I I . i I . L � L I L I TEXAS 1 409 N. TEXAS AVE. . . I I L I L z 7- L I I - PAVEMENT - USE #4 REBAR @ 18- O.C.E.W. �, � . I IL '!I'! ('a I I I III I C/O CAPROCK 0 - Z C3 Z ;Z . 0- UNLESS NOTED OTHERMM : L I . I � 1 5 ­ I I 0 LINCOLN AVE. STE. iO3 I I . i .. 01 ­ � - 31e I OOTH . I I � BRYAN, TX 77803 11 L I . L I c� cl Lu i -11 I I . . . I I I I I I I I I I . I ca cq M I L . I I I . I I L. I I I I _L COLLEGE STATION, TX 77840 11 (979)268-3195 1 L I I . I ELI I . EXPANSION DOWELS TYPICAL CURB DETAIL . L - � CE 'L I . . N.T.S. L . � I I I I L L . � . I _ I . I 0 T . I 11 I . I I L . I I TYPICAL CONCRETE PAVING SECnON I I . . � I . L I I ­ I I L� L I n . L. a � � ,�� I L I I I I I L . L I L I I I . . N.T.S. L . . I . DEVELOPER: � . ENGINEER: L I L I . . I . L - I L . I . 2- . L L � I I I I I I I 11 L 1. I L . I I I I 1. I . I I I I I CWS RETAIL COLLEGE ST) ION, LTD. ' , SCHULTZ ENGINEERING, LLC. , I L I I �� I � 'A��- I I . I . I I I 1, I . . 1, L I L . . L . L . I . 1 .6565 W. LOOR SOUTH, SJITE 760 LL Po BOX 11995 L . I r I � D'i ;4� , . I 11 I I I I L �l . I L I L I . . I I I . 1. L I . . I I . I . I I L L L L I . BEUAILRE TEXAS 77401 � COLLEGE STATION, TX 77a42 . I I . L . I ,�u . . I . L L I I I L . L L I . . 1 (979)764-3900 . . I I I I � I � . I I . . I � . . . I . I . I I � . � I 1, I I I � I . I � I . . � . ­­ ... I I I 11 I I I I I - . .. . I . � - - . I I . 11 I.. � I � �, . . ,� 1 66-1:2 1 � � . I . ..-.---. ­. ..--.-. � I I . . � � I ,., - I I ____ I I . .---..- � I I I . -­ I . -,-- ''­--_._,­­­ I -1 .-I... _ __ .. . .. , . . ...­ _. I I I . � . - �_ ", . ­.. �... -1 . .. ...... . . . � I . . I ­ ... . . . ...... � .. .. - ... ­__ : I I . � 11 - I ...... . I .,...-.----,. . � I I s' i• Y ( • r•. �• •r 3 w•' S� •a '-^'+.•.ter.. •.��' •±�.rr' i • i ••S i BYO/ t . •' 'h 35.43E 2085' ':� ;, • ,' '^ice •'. ..A . .. -_ .:.% N x` •t- --._ , Ys+• :a •a' h } f 7 . •ti1ti. • , �,;. rL d' 'N -WE `. v. :rl E °. •4 .. tip-•' • A. •mss -s--•1.. •+r,_. -- - LOT 4 BLOCK~-� ` �-. '` �- '�. ~�` `� / CL --_ �- O.Q4 ACRES -�"„�• '`�.. '�. '"�.. ``�.. \ � LEGEND' -P ._•-� � .WELLBORN SUD hv- `�. ,,:,,: ""-.. �''�-r.,,,, ~-•. ``-.. ''�. '`�. \ j i ZONED A-0 W- �- r ______'W-16 '`�--•�.,,. �`... �`'�-.. ~�.. � ' 284. EXISTING ,CONTOURAE . AE �- �` \ I I I 284 PROPOSED CONTOUR w M e• rn .. AE- ------ - - 20 PRIVATE CROSS t F, d• --- / ��-1 l I } -- BUILDING SETBACK : ' t cry _ ACCESS EASEMENT � '� // � � { � I � � N ' i C m r- c,� /kro{xi �a I BOUNDARY .� o irn I- �.�,,, I Q ` -- --• LOT LINE ! , f SILT FENCE Do BUILDING 20 .PllE 7.5' SIDE BUILDING 323 Q- ~�' �- � •-- SETBACK EXISTING ` ,_,_, S .�.._.• '1 z�, 8036/5 2b 0 2 T sr --- sr —.ST -- EXISTING STORM SEWER PIPE / -- SETBACK g ti - - f "�-- 4j UNDERGROUND ` t VERIZON LINE I .� 1 '` ` ---- ST ST ST ST LOT 1 ACc£ss 2 ti� _3 y :::•• ... ` 1 i PROPOSED .STORM SEWER PIPE � -'--_. 2 8 ... PARKING ISLAND I'ER � I I BY OTHERS t �--. � ........ � - ' IT { ) .......... IRRIGATION .,�• ' 275 SF ( .� ` �. ,.. ,...... J t FIRE DEPARTME SLEEVES 9 TYP. ...., ....... �.NT CONNECTION _ l 1 {{{j I I 1 TYP. `{ •W- V 1 L 4 i .._ 1 9 PA ::� R K!N G SP ` ACES l W- \ .� 1 A 2 AE -AE 0 .�, '`�t VERHEAD E ECTRIC -� .:: � I l I AL LINE z ....::• I I l W -,z � i I I I .. ::::::::.. ::: RE •F1E� � I RE t I ,ptifr'^ i •s• PRIVATEACCI ESS EASEMENT z9 IAi N a: y TYP. Z PARKING ISLAND 4 y ,p t VER VER Z /. .QON Z ti� � 25' y �, VERIZON UN ERGROUND "LINE : z � �- � rr K7 318 SF INTERIOR PARKING VAN ACCESSIBLE M H%..•,.+^ , a 9 / i-'�•�,� p�• 9 RsticI t! ' E•:• ;� +� r I `I II,IiI I 1JII }I ,I III I IIl I IIIII 1 ------.�Re uE----u wFIRE LANE SPACE ISLAND 2 ISLAND i n- �w�o 02 w�zcyi ow0mw�:4eX INTERIOR PARKINP 11 GAS GAS ATMOS: INE SF RE 5 U 3z,GAS.RE � PARKING W-12 W-12 � V9 FIRE LANE 'SIGN 1WRNVA EXISTING WA ERLINE :. w w 265 SF zIRR L s s s -s EXISTING SEWER LINE a 2-3 TYP. � R M A ION L TYPM rn R P SED FIRE 6�.PARKiNGSPACES N LIMITS OF DISTURBANCE YDR NT ASSEMBLY 2N A plcaP SPACES wfw� f..IIi � _ J 0 EXISTING .••-.„ ,.. •, .....:.: .• . � �. .. ti ib s ��-bhuy. c• a d 4 • '�'_�_-- .• , I .e, t I � � JI Il� II f III�If ' S ER M ANHO E INLET PROTECTIONS I w d ROPOSED 5 SIDEWALK _ t,• .'_. �1 y; ; —: , , (5 PARKING ISLAND W-12 W -i2 zPROPOSEDWATER LINE355 SF 2.5t 1-iYP' PROPOSED $� SIDEWALK ACCESSIBLE w ,� o�TE sRGATE VALVE !�N PROPOSED FIRE PROPOSED ADz DEPARTMENT CONNECTION SIGNAGE PROPOSED WATER SERVICE w i �/ d a PROPOSED IRRIGATION SLEEVES +�. . I y I t I II j „ �1 1 WATER AND d y x { J ur 2-3" I 1 „ I I t 1 z. t UE —UE uE PROPOSED .ELECTRIC SERVICE 1 IRRIGATION METERS 1 l IRRIGATION � : ca 9' �. e — - 32t N 1 SLEEVES _ _:... --- �``'~--... .. TYP. 1 'ZI t ` ' S 8 5 8 --' 1 I PROPOSED S ER LINE t 4 _ I 1 , . -- t �. 1 l P SED F E Y ROPO R HYDRANT ASSEMBLY n�0* I EXISTING 12 WATER LINE 9' ? >l1 I L OF DISTURBANCE d IMITSTYP. :•:::::::••.••.•t t /. PARKING !BLAND .... ..... ` 1 t l \ C� to I i \ _ � 4--' ui to 254. SF 1 l M c� w •:: r d' I O c:.. •:crc i � 4 i 1 w N n�p�� , t 20 w (7111 - 1 CONSTRUCTION EXIT ! SR .�.`� WALGREENS - , ...... ll ci. .. cn �- 4-- �IiIIQ i t�. 1 STORY �.. 1 a C�- I � � BLDG. HT. 1 d d \I ... f ' . VARIABLE WIDTH PUE FF 321.50 r >. PROPOSED S DEWALK o �z I -� 10672/86 7 � / / w S / G1 �.., PROPOSED � Cr 01 9 % STORM LINE 1 A ...ti.n.t. "+•1 z TYP. 'tl• .- � 4 J � .tt PARKING . m { ... � IS ND , BY OTHERS \. { ) d t- � w � ti -� .- o �r } 1 .3 0 I , kr w % / INTERIOR ERIO LAND DECORATIVE :PAVEMENT / -_..- _.^--• --�- x I XISTING 12 WATER UNE � t , , . L _ A ,� ca i ¢ �-�� 9 t Cp 1. i 9 .3ti z ` / _ i TYP."-`1 W 1 . � I PARKING LOT .LIGHTING. N � 7.5 SIDE BUILDING L -- Ste X' ` I / SETBACK ! , ( 19 _ oLa _ I l < co h- I m t a I--- l � W ARI, Fl..i� OW _ r } h----•--~-40 / (G B ILDING V j{ j 1 \ SETBACK w r r w w r w w r r w ACCESSIBLE -RL ROUTE W ; _ - ... d I7J p / I II 1 .. j ... 3 PARKING ISLAND T ..... •.. h t 32 o 9 SF R ti PARKING (BLAND 4 d ., .. i I .. - % ...,. .......... .........• .• . �S S M 2y5 4 SF TRASH COMPACTOR PROPOSED 8. SIDEWALK LOT 3 BLOCK 1 S & ENCLOSURE 3.43 _ . .8 dOISZONED C-1 ... .. N I 1 I I I I ' r -f i .._.. �-. .,._._ .._ ..... INTERIOR PARKING _ r6.. a . . o A I \' ISLAND 3 z • ...:::. o ) RESERVED •......, . ` G ;, \ RVE 12 x18 REFLECTIVE FINISH METAL SIGN."EL \ u� ATE I - 355 SF _ PARKING _ MA 0 .... -+ _ I- - PROPOSED MANHOLE I a , 2.68 --� rr I � ' •o _ I � : ca BY OTHERS -___ . S• l 1 s ._ 13.26 - a _ N w RIM 318.20 BIKE RACK 1 6'. .- (, ENCLoSEa s a © , v� T RAGE x l ❑ FL OUT -313.2 t I I I S � � z a �o T 9 3 , Z FL IN=313.3 /� -+ 13.78 c� .� %o 3 12-W PROPOS NREFLECTNE FlNISH METAL SIGN „ _ _ S ED ATMOS.GAS GAS LINE . ro i p�II �- PROPOSED 6 SEWER LINE / �r I 15 REAR BUILDING J a .�� BY OTHERS �• � SETBACK rn19' { ) � y � -� y � I TYP. / - '-- T ' PARKING ISLAND I �. to �T ST—_4sr ST ----sr '-^-3T 217 SF PER ARC TEGTURAL sr S -•� _ ST .• /-2x2GALVANIZEDGALVANIZED STEEL TUNE COLUMN PLANS SET IN CONCRETE FOOTING. PROVIDE \S• 3 r- GALVANIZED STEEL _--..•.'.... I N : CAP WELDED TO `� .J► TOP OF TUBE. PAINT TUBE AND CAP. PROPOSED / AN ••.....•• ..TRANSFORMER ,• -•� ,;..... W,� I --� •-I PAD PER _ _ 1' ( I CSU-.-_.�,... T .............. � I ► I 20' PUE PANS & SPECS 1 �. _ - _ ....�.. a. i FIDE ANfr UAVVIKGM L{11yUJlitll-G IJLl11VU HiVHL 1 Jt�: : II I tv� I 0 I !may` •e� Ll' I. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED TOTAL PARKING: 68 SPACES 1 WITH FOUR INCH (4.7 WHITE LETTERING STATING 'FIRE PERIPHERAL PARKING: 48 SPACES LANE - NOI PARK NG - .TOW AWAY ZO WORDING MAY INTERIOR PARKING26 SPACES NOT BE SPACED MORE THAN FlFTEEN FEET APART. : INTERIOR LANDSCAPE ISLAND REQUIRED: 2. A SIGN - TWELVE INCHES 12 WIDE AND EIGHTEEN 20 SPACES X12•-240 SF (i 1 DESKM7M INCHES (18') IN HEIGHT SHALL BE MOUNTED IN A INTERIOR LANDSCAPE ISLAND PROVIDED CON CUOUS LOCATIO 5P1 NAT EACH ENTRANCE TOE TYI =726 SF 24 pA�l� PROPERN AND AT THE LOCATK)N5 SHOWN. SUGH SIGNS SHALL. BE TWELVE INCHES {12') WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES 12 WIDE D SI INCHES 6 ONt.Y ( 7 AN X (') HIGH STATING ?OW -AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. I. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL BIKE RACK DETAIL N.T.S. N.T.S. INTERIOR ISLANDS I 1.607. ACRES END ADDITIONAL IIII �1�1=i TOTAL ISLAND INTERIOR ISLAND ISLAND # ISLAND � g A A T�1 AREA S.F. REQUIRED PROM BLOCK 1 LOT 1 S F. ` S.F.ED 1 277 180 97 2 808 FIDE ANfr UAVVIKGM L{11yUJlitll-G IJLl11VU HiVHL 1 Jt�: : II I tv� I 0 I !may` •e� Ll' I. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED TOTAL PARKING: 68 SPACES 1 WITH FOUR INCH (4.7 WHITE LETTERING STATING 'FIRE PERIPHERAL PARKING: 48 SPACES LANE - NOI PARK NG - .TOW AWAY ZO WORDING MAY INTERIOR PARKING26 SPACES NOT BE SPACED MORE THAN FlFTEEN FEET APART. : INTERIOR LANDSCAPE ISLAND REQUIRED: 2. A SIGN - TWELVE INCHES 12 WIDE AND EIGHTEEN 20 SPACES X12•-240 SF (i 1 DESKM7M INCHES (18') IN HEIGHT SHALL BE MOUNTED IN A INTERIOR LANDSCAPE ISLAND PROVIDED CON CUOUS LOCATIO 5P1 NAT EACH ENTRANCE TOE TYI =726 SF 24 pA�l� PROPERN AND AT THE LOCATK)N5 SHOWN. SUGH SIGNS SHALL. BE TWELVE INCHES {12') WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES 12 WIDE D SI INCHES 6 ONt.Y ( 7 AN X (') HIGH STATING ?OW -AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. I. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL BIKE RACK DETAIL N.T.S. N.T.S. INTERIOR ISLANDS I 1.607. ACRES END ADDITIONAL V TOTAL ISLAND INTERIOR ISLAND ISLAND # ISLAND AREA A A T�1 AREA S.F. REQUIRED PROM BLOCK 1 LOT 1 S F. ` S.F.ED 1 277 180 97 2 808 360 448 3 355 180 175 ' p0 �{ h- IL COLLEGE STATION. TX 77840 (979)268-3195 p ,- � ¢ o,, � o o DEVELOPER: ENGINEER.. 6 I 1.607. ACRES � V T�1 BLOCK 1 LOT 1 : 0.: APRt)CK CROSSING c , W i A BABILLE SURVEY, A•-75 I••.� tV S.W. ROBERTSON LEAGUE A-202 nn Q COLLEGE STATION, BRAZOS COUNTY, TEXAS N ' » ,,.• SCALE: 1 =20 NOVEMBER 2(?12 •., W m OWNER:~" SURVEYOR. � : w .. BRAZOS TEXAS LAND BRAD KERRY RPLS NO. 4502 DEVELOPMENT, LL C. KERR SURVEYING, LLC Q —' Z 13 Z 'jfJ) C/O CAPROCK TEXAS 409 N. TEXAS AVE. z T_ �. •_,T • • 0 p„ 110 LINCOLN AVE STE 03 BRYAN TX 77803 �° � C3 LU I=..j ' p0 �{ h- IL COLLEGE STATION. TX 77840 (979)268-3195 p ,- � ¢ o,, � o o DEVELOPER: ENGINEER.. 6 LEGEND I ! N _284-- - EXISTING CONTOUR Z I STATE HIGHWAY 40 P� 284 PROPOSED CONTOUR (WILLIAM D. FITCH PARKWAY) l� - - - - -- BUILDING SETBACK+_ ( 5,.�.rQj � rn R.O.W. VARIES P� LOT 4, BLOCK 1 BOUNDARY `n °' � a; 4-d Ln o o �-� -- WELLBORNSUD- PF' ZWATERLINE VALVE VAULT ZONED A-0 m - LOT LINE L � ..� -v � F, rq (WELLBORN SUD) EXISTING 16" WATERLINE _ SILT FENCE - p v (WELLBORN SUD) -- - i- --323 -- __-- ___ --- _- _ -- F, ` f _- - -- --- -- " _- T `sr ST T 1 -'- __- -�-- - --' - :•�` �- -T :_- -- `` _-- -"" -- - _- - _ ,•;ti..� Y.YJ e'• _ _ -- - --' -�--��_ 40 20 0 , __ - SCALE IN 40 - ST - ST - ST ST - EXISTING STORM SEWER PIPE FEET ST - ST - ST ST PROPOSED STORM SEWER PIPE _ o N C v �L, t� 0' - -----. I ------ I :•',�.^._„r•-'+.tet^ 7i1'i. ,-a•+e''; "';"7-;.. 'r ,•.�.,-`.`.:'.^.: ./ .. t... r...•rr".,•`,le: ". i"..t" ;': •; :: t'•:�'.�..n i '-'--_----.. ----�•_ �r¢■ ,Fid - :# . .11f:'• - ( N� : r, `• ' .'?.. '•ice -r•5 ------._ •'."�-'i�: ..fits..•, "•"-; ti.:'•S '=+l:ri - ?`4.1-,.i,• . •r - <.-•�..,. ° ;..,.-...:. •.... :--;-�.:�..: , �,. .,.�.. :.,: ..:�;.. �•-�„�,. �:�;-'�•;?. ���, �_.. ^-�... ---------.._ ..� r. +p'n,::i.....:�•r-e4. ..�'• r4 -ti-' ':'•+`i'i:f'�'r"•t:•1j.. ., T^ ---_------_ .. .'•",.'-,-�,- •.R' -'t*-': .r:� •r,••+�w�•: c": "fes -----:_ :i i';-•c..•aa •: i" "'.-1'• d:+,:?'.•y.. ..+•r4L•.%: r. •� .....-N8T•35' 43 E - 20.85. .;�,..., ,.,'. .;�;•=: �:�-i-.� • a-.�-,:::.•r�.;� - • ..._.,,,_ :.-,�..•...�:�\ � "��,., . ��,,:., --•,-_ ;:�.� 'N6ff 08 38 E 101:., \ - PROPOSED ` � FIREDEPARTMENT CONNECTION OVERHEAD ELECTRICAL LINE 1 ..tti.= 5 O LOT 4 -- � . - � c I �- �-,. ~-•,.. �• �- \_ �'._ \\ 1 ( PRIVATE ACCESS EASEMENT EXISTING \ \ \ \ P AE PROPOSED CAPROCK I. , 'I \ \ AE -;7-71O �\ I. 20' PRIVATE 8" WATERLINE i W-16 (WELLBORN SUD) �'`6�o ��' W'1�` CROSS ' Cl h' 1 I I 1 VER VER VERIZON UNDERGROUND LINE AE----'�� CROSSING SIGN LOCATION ' ACCESS / (BY OTHERS) \ O/ .`� / ,'��W\i I' EASEMENT "o" �' �' I as a, EXISTING /� �R ?q:� UNDERGROUND I -{. LAr�E--flRE LANE, FIRE LANE ;, . - Z w N w \ EXISTING y;� F . \� " WATERLINE 3 �@ \ D LOT 1 ACCESS 2 --._- 32 - z m �!f VERIZON LINE �01 ` L �F�Rs: IN11 3' EI I I GAS GAS ATMOS GAS LINE cn .mNI16 _z y-'`'2 � m t- ry - _j - i PUBLIC WAY 2 0. I (WELLBORN \ # BY OTHERS) \ \ ( I I PARKING ISLAND �• \ \ 31s SF W-12 W 12� SUD) `�y� .......... III 20 PUE ::•• :::::.. '' so3o 5 iiiiTTTi?il / :•:::::• Q� 86 41GE` STA N o .� I I i M ,4 I `, I I I _ - 2 w 12 w 1 EXISTING WATERLINE S-8 S -a EXISTING SEWER LINE - o 0-� N 6 o� ° _ �, z ago N w m o w �t i I LOT 1, BLOCK 3 ��- 1p� ::::1•:: - 322 RE IANE �-PG ISLAND \ 20,56 ACRES �\ _ T / 3'� ( I `_ "�- JF' / a LIMITS OF ;I; TURB; NCE` I O EXISTING SEWER MANHOLE g ° z> ¢ a ZONED C-1 / - -M \ \ I ��_M! 275 SF INTERIOR PARKI �' VAN AccESSIBLE -- SPACE ISLAND 2 ` 111 111 1 I INLET PROTECTION w w J 0 o z o : \ INTERIOR PARKING E - s21 797 SF a ISLAND 1 I {rc� i :I=`'.• 277 SF :iall`i:�:•s;: 1 1 I I PARKING ISLAND I I 265 SF I I ` IIICD w-12 w-12 PROPOSED WATER LINE - a, I M_ -- --- -- PROPOSED FDC �c, , :..•.. ...... ::::.... { I i I I I I I PROPOSED 5 SIDEWALK }- (n w GATE VALVE Q - , c� 70 PUBLIC ACCESS \ / \ `\ a PARKING ISLAND ; ....::::::• ,,, PRIVATE DRAINAGE, & 355 SF LANDSCAPE EASEMENT / PROPOSED ; • , . , .. ►v! PROPOSED 8'_jPROPOSED ' " raj i� ADA SIGNAGE SIDEWALK ti I I ) / I I I , f I I 1 I;� I 1 I I ' j w W PROPOSED WATER SERVICE - - - - - PROPOSED IRRIGATION SLEEVES is ��•":�e `;' :N,� •,,,>,� M L� I� z �Z ,, \ w / ,��. / 1 WATER METERS \ ,� I JF.`- CROSSWALK EXISTING .' 2 WATERLINE ` I w F- Q _UE -UE- PROPOSED ELECTRIC SERVICE o : �{ : a �,n ?� : {^`. cO • c� , z ✓- 37-0-- - "- ` I- Z�b•: ♦� w: _= .,ti•. w VARIABLE .WIDTH PUE ✓ \ / PROPOSED \ CO10672/86 I FIRE / �' ,� _ m a DOMESTIC & -- PARKING ISLAND r WATER SERVICE WALGREENS 254 SF '°.:: "' .. �`!; ' ' , �� ' `` , �' - - S 8 S 8 PROPOSED SEWER LINE 03..•••''o .y '•••iiia//� , 1 \ � \ � / Aj /� \ ti�� /y� / / ;�I 1 STORY ;, •_ 28' BLDG. HT. ' 1\ uu ' \\ )j PROPOSED FIRE HYDRANT ASSEMBLY+n LIMITS OF DISTURBANCE I ko FF = 321.50' 14,820 SF • �'• / / LOT 3 BLOCK 1 - �%.---- --- --�5 --- - -- - _ _319, m N 1.59 ACRES4-= ZONED C-1 �,tr - < \ j7771 CONSTRUCTION EXIT -"•l q A 14 ST ST -- T o �. / tiv ,� EXISTING ATMOS / / ENERGY NATURAL i PROPOSED 6 PARKING ISLAND I SEWER LINE 254 SF PROPOSED 8' SIDEWALK \ I I �1e I I ° � �� •;• •, E PROPOSED SIDEWALK O �', M GAS LINE EXISTING 12" i WATERLINE / �, ::::;•:: w 9 :::::¢ pp NATURAL.. GAS METER I I I I PROPOSED PARKING S K NG I LAND Q � .•c• ti _ _ m �>s z m N . m i l I I �' ` I I I STORM LINE (BY OTHERS) INTERIOR ISLAND DECORATIVE PAVEMENT C RATIVE w� � ['ti � w "Q' I W+ m .'�-T- - -' J I ( H PARKING ISLAND 329 SF / / / a 31s INTERIOR PARKING cn rn N BIKFo RACK J E � ISLAND 3 S D PROPOSED NATURAL 356 SF GAS SERVICE LINE �• I I PARKING ISLAND � 217 SF I \� +.. � PARKING LOT LIGHTING _ -- � � O W O a N coo .d„ I .• i PROPOSED TRANSFORMER PAD ST ST S ST ST - ST ST ST I I I --� FLOW ARROWS A CJ PER CSU PLANS & SPECS / _ --- _' - :::•: , 44 60PUBLIC f:4CESS, •\ 9- .! ,-' : � / PRIVATE DRAINAGE, & � $41°13'18'W-222 -► : s (I 78 __ m.J. • I � \ o -------------------- AG' CSSIBLE ROUTE12, �1 w two N % � LANDSCAPE EASEMENT 20 PUE ' 318 20 PUE '"- _ cn I I l �; ` r I SITE SPECIFIC NOTES: L L © �o co ! \ PQ \ 30' PRIVATE / I I CROSS ACCESS I \3 N EASEMENT / I N D I I I I I LOT 1 ACCESS 1 1. THE OWNER OF THE PROPERTY IS THE BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF CAPROCK CROSSING, PROPERTY IS ZONED C-1 AND OV. / � `�' • \� O� �� \ . \ �. / -PROPOSED 6" SEWER LINE (BY OTHERS ) LIMITS OF DISTURBANCE -- `--- - PROPOSED PRIVATE \ STORM SEWER SYSTEM � 37 (BY OTHERS) � ,� F- �' � ` 2. THE DISTURBED AREA FOR THIS PROJECT IS 1.607 ACRES (70,001 SF). 3. REFER TO GRADING PLAN FOR PROPOSED GRADING. 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. 5. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &IRRIGATION PLANS. I %� /yY $ •- TBM 1 \ \ \\ \ e � � LOT 2, BLOCK 1 1.62 ACRES \ J' BRAZOS TEXAS LAND 10' PRIVATE DEVELOPMENT, LLC. ' DRAINAGE I N I ' �i 'pip (. J ` I 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 7. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 14,820 SF IS 2,500 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 % BUT NOT LESS THAN 1,500 GPM. ONE FIRE HYDRANT IS REQUIRED. TWO HYDRANTS WILL BE ADDED. I.. Z o F (1 v / 8 \ ZONED C-1 EASEMENT / S` 315_ ' 20' PUE \ w "� i� B. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO, 480083, PANEL NO 0325E, MAP NO. 48041CO325E . EFFECTIVE w z \ 3i4-•... 70' PUBLIC ACCESS, PRIVATE ' ' M I N �/ I � DA MAY 1 2012. 10. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. I 0 - \ PROPOSED 8� \ \ SEWER LINE \ �g " X373 (BY OTHERS) EXISTING 8 SEWER LINE DRAINAGE & LANDSCAPE `" ACCESS EASEMENT '' -{ \ �' _` \ - ' \ -_ PRIVATESTORM ` -- �- � EXISTING 12 WATERLINE I _ 11. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN. FOR PAVEMENT DEPTHS. 12. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UT1UTY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. ( W ry i� SEWER TIE -1N POINT � ° '" ~ -!' ( 0] `�- Sr\ ST N 2 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET SHALL. BE COORDINATED WITH THE BUILDING ARCHITECTURE. AND SCALE T0. MAINTAIN A UNIFIED `' 1 ' ST 3 4 ABOVE GRADE. SUCH, SCREENING APPEARANCE. w ~Q 372 \ 0 1- m ( 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 16. CAPROCK CROSSING, BLOCK 1, LOT 1 IS PART OF THE CAPROCK CROSSING BLOCK 1 BUILDING PLOT As IDENTIFIED ON THE APPROVED ( A \ LOT 1, BLOCK 2 �'• `37,, �/ `^ � f312 V) FINAL PLAT FOR THE PURPOSE OF LANDSCAPING AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS FOR BUILDING PLOTS BETWEEN 20,000 AND 49,000 SQUARE FEET. 6.09 ACRES \ �� - BRAZOS TEXAS LAND DEVELOPMENT, LLC. _ \ y ,,,• - -, '' `` •�� ""' I 17• ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STA11ON U11UTIES ELECTRICAL DESIGN FOR WALGREENS PROJECT. � �_ --- -311 ZONED C-1 I CSU ELECTRICAL CONTACT: ERIC NORTON _ _ _ - PROPOSED CHARANIA BENCH MARKS \ _�� �- • - - - -I {*t" CITYELETRIC OF COLLEGESTATIONPROJECT \ LANE (BY OTHERS) _TBM 1 �\ /- - \ f / \ 4" I PH: 979-764-6314 p EXISTING MANHOLE RIM \ �� o\. • •.. � � '"'-�--" ''�- C71 I' 18. THE TRASH COMPACTOR ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS. '►+. ELEVATION. 315.20' \ � / 7 i t ,� 19. ALL PARKING WILL BE SCREEN FROM THE RIGHT-OF-WAY BY A 36" HIGH BERM. SEE' GRADING PLAN FOR BERM ELEVATIONS. PROPOSED CAPROCK CROSSING / V I C I N I TY MAP SIGN LOCATION (BY OTHERS) VICINITY 20. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE [[- CQ ti E� GENERAL NOTES: STATION UTILITIES OR HIS DESIGNEE. 21. A KNOX BOX WILL BE PROVIDED ON THE BUILDING NEAR THE RISER ROOM, PER FIRE DEPARTMENT REQUIREMENTS. ( Q 01 "�•i =/1 % c) 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. `+ 22. ALL STORM SEWER IS PRIVATE. STORM SEWER MANHOLE COVERS SHALL SAY PRIVATE NOT CITY OF COLLEGE STATION. �.,, ® % O DIG TESS: (800) 344-8377 ATMOS ENERGY: (979 774-2506 23. THIS PROJECT IS WITHIN THE ALUM CREEK IMPACT FEE AREA. THE FEE WILL BE DUE AT THE TIME THE BUILDING PERMITS ARE ISSUED. ►�•{ WALGREENS SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 �i !}• �j 1 r�+,��y 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT LL SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS Sgs'T NECESSARY. d O U 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. G�.f�. �0 O/ Fc 'C� s/ STEEL REINFORCING BARS * L 1"607 ACRES INSPECTIONS SHAD- BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. % 9J TOWER CONCRETE PAVEMENT BLOCK 1 LOT 1 �{ 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXR 150000 REQUIREMENTS FOR CONSTRUCTION 1j '�� SITES. l -AP POINT �1 cam, 1/4-R--_,15" 24" I �, A ( s CAPROCKCROSSING h O 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING Sy PROJECT Q :a• ' • e ` V ;�=�-c.�a=' -d X AND SEEDING ALL DISTURBED AREAS. LOCATION 3" 3"R d 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND XD 1/4"R DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. . • . • . • . A BABILLE SURVEY, A-75 S.W. ROBERTSON LEAGUE, A -202 I"a 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. - Greens Prairie Road 1 " t 6" c\\� " 6" LIME STABILIZED SUBGRADE SCALE: lit COLE ATI LGE ST ON, BRAZOS COUNTY. TEXAS p 401 NOVEMBER 2012 E.y LU 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING IN ADJACENT TO THE PROJECT SITE. 3". 3" 3" 2" (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) OWNER: SURVEYOR: .. 15 SURVEYING. 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KUNG ENGINEERING &2 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT J* 3" X=5", 6" OR 7" AS SHOWN ON THE PAVEMENT PLAN BRAZOS TEXAS LA * 7 PAVEMENT USE #4 BARS ®18" O. C.E.W. DEVELOPMENT, LLCi; D BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC ED z Z j ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS r' Imo" O * 6 PAVEMENT - USE 4 BARS @ 18 O.C.E.W. C O CAPROCK TEXAS # / 409 N. TEXAS AVE. z •-.1 N r • 0 a. LIGHT HORIZONTALLY, ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT 0 �� #4 BARS NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. „ " * 5 PAVEMENT - USE #4 REBAR Cir 18 O. C.E.W. 110 LINCOLN AVE. SIE. 103 BRYAN, TX 77803 m N Q -5 F- CL AND CERTIFICATE OF OCCUPANCY. _ 3/4" I 1 a" SMOOTH � p EXPANSION TYPICAL CURB DETAIL COLLEGE STATION, TX 77840 (979)268-3195 Q r CC n d CL Q .DOWELS 0 �G� N T'S TYPICAL CONCRETE PAVING SECTION DEVELOPER : ENGINEER: �\ Q� N.T.S. CWS RETAIL COLLEGE 6565 W. LOOP- SOUTH, BELLAIRE TEXAS 77401 STATION, LTD. SCHULTZ ENGINEERING, LLC. SUITE 760 PO BOX 11995 COLLEGE STATION, TX 77842 NOT TO SCALE c \. (979)764-3900 1. I 1� - .P� I / / I rn I / LOT 1 ACCESS 2 (BY OTHERS) I ---W-12 12 ✓ Z�, �'` FIRE -LANE PARKING ISLAND 355 SF VARIABLE WIDTH PUE 10672/86 / �$$ ui / w / G U IL 0 7.5' SIDE BUILDING SETBACK � r PARKING ISLAND ST 329 SF � / LOT 3, BLOCK 1 1.59 ACRES .. '... ZONED C-1 ' PROPOSED MANHOLE (BY OTHERS) / RIM=318.20' FL OUT=313.2 FL IN=313.3 PROPOSED 6"SEWER UNE (BY OTHERS) d5 / TRANSFORMER PAD PER CSU / 20' PUE PANS & SPECS / CURB ON PROPERTY LINE CURB ON -/ \ LIMITS OF DISTURBANCE- r" / PROPERTY LINE 108" - - R' AT CAf'U CAIM �36" 15"-►� 6" �30" MIN. 6" �30" MIN. 8" BIKE RACK DETAIL N.T.S, LOT 2, BLOCK 1 1.62 ACRES BRAZOS TEXAS LAND I N DEVELOPMENT, LLC. -{ ZONED C-1 10' PRIVATE N1 DRAINAGE 31� EASEMENT I v/ -- I ..-12" FIRE LANE MARKINGS LANDSCAPE ISLAND ANALYSIS: 1. ALL CURBS AND CURB ENDS SHALL .BE PAINTED RED TOTAL PARKING: 68 SPACES A - WITH FOUR INCH (4' WHITE LETTERING STATING -FIRE PERIPHERAL PARKING: 48 SPACES LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY INTERIOR PARKING: 20 SPACES NOT BE SPACED MORE THAN FIFTEEN FEET APART. INTERIOR LANDSCAPE ISLAND REQUIRED: 1 "DESKNATED 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN 20 SPACES X 12 = 240 SF INCHES (,8J IN HEIGHT SHALL BE MOUNTED IN INTERIOR LANDSCAPE ISLAND PROVIDED CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE =720 SF PARK NQ PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHAD, BE TWELVE INCHES (12' WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES ONLY (12' WIDE AND SIX INCHES (6') HIGH STATING "TOW -AWAY ZONE% SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND. BORDER IN RED. NOTES: 1. SIGN SHALL COMPLY WITH THE CoC5 FIRE SERVICE STANDARDS, FIRE LANE SIGN DETAIL N.T.S. INTERIOR ISLANDS - 1.607 ACRES BLOCK 1, LOT 1 END ADDITIONAL "-^.••--., •k• �r'^�-.,. rr.. __. .—•-.� . d J A INTERIOR k •'•�,�t " .� A . 1 AREA •.��'ti--moi.. , i d AREA S.F. :-NST a35' 43'E 20.85' ---_: �' .--�-.�-.,� y � '., e •�--,=: 'd' t'��f-.,.• .•moi! 1 . N t:• 1� - .P� I / / I rn I / LOT 1 ACCESS 2 (BY OTHERS) I ---W-12 12 ✓ Z�, �'` FIRE -LANE PARKING ISLAND 355 SF VARIABLE WIDTH PUE 10672/86 / �$$ ui / w / G U IL 0 7.5' SIDE BUILDING SETBACK � r PARKING ISLAND ST 329 SF � / LOT 3, BLOCK 1 1.59 ACRES .. '... ZONED C-1 ' PROPOSED MANHOLE (BY OTHERS) / RIM=318.20' FL OUT=313.2 FL IN=313.3 PROPOSED 6"SEWER UNE (BY OTHERS) d5 / TRANSFORMER PAD PER CSU / 20' PUE PANS & SPECS / CURB ON PROPERTY LINE CURB ON -/ \ LIMITS OF DISTURBANCE- r" / PROPERTY LINE 108" - - R' AT CAf'U CAIM �36" 15"-►� 6" �30" MIN. 6" �30" MIN. 8" BIKE RACK DETAIL N.T.S, LOT 2, BLOCK 1 1.62 ACRES BRAZOS TEXAS LAND I N DEVELOPMENT, LLC. -{ ZONED C-1 10' PRIVATE N1 DRAINAGE 31� EASEMENT I v/ -- I ..-12" FIRE LANE MARKINGS LANDSCAPE ISLAND ANALYSIS: 1. ALL CURBS AND CURB ENDS SHALL .BE PAINTED RED TOTAL PARKING: 68 SPACES A - WITH FOUR INCH (4' WHITE LETTERING STATING -FIRE PERIPHERAL PARKING: 48 SPACES LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY INTERIOR PARKING: 20 SPACES NOT BE SPACED MORE THAN FIFTEEN FEET APART. INTERIOR LANDSCAPE ISLAND REQUIRED: 1 "DESKNATED 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN 20 SPACES X 12 = 240 SF INCHES (,8J IN HEIGHT SHALL BE MOUNTED IN INTERIOR LANDSCAPE ISLAND PROVIDED CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE =720 SF PARK NQ PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHAD, BE TWELVE INCHES (12' WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES ONLY (12' WIDE AND SIX INCHES (6') HIGH STATING "TOW -AWAY ZONE% SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND. BORDER IN RED. NOTES: 1. SIGN SHALL COMPLY WITH THE CoC5 FIRE SERVICE STANDARDS, FIRE LANE SIGN DETAIL N.T.S. INTERIOR ISLANDS - 1.607 ACRES BLOCK 1, LOT 1 END ADDITIONAL TOTAL ISLAND INTERIOR ISLAND # ISLAND AREA ISLAND o AREA S.F. REQUIRED AREA PROVIDED S.W. ROBERTSON LEAGUE, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS S.F. S.F. 1 277 180 97 2 808 360 448 . 3 355 180 175 d e " o- i p.' d. . •.`, •P i y. 1 .. :.',�- • ; :.'�.: d, -.._...,t . q..```q, r•'`,•,;..: :�".t . :' •' •dam LLJ co LEGEND' \ a I D� V i I ._ I 284 — EXISTING CONTOUR w I1 I I (3) .0; Ln 1s 284 PROPOSED CONTOUR 00 rn a BUILDING SETBACKbn mom- Q1I ca n BOUNDARYa. -' o l r l o u E- o, LOT LINE N Q N I I 1 I I . ..._ SILT FENCE 20 PUE �y EXISTING -- ST — 8030/5 UNDERGROUND. I 20 0 D I 121 I ST ST ST EXISTING STORM SEWER PIPE vERIzoN SINE I I I CSL ET I I — ST --- ST S7 ST .— PROPOSED STORM SEWER PIPE AND \ SFR M I ' I •S FIRE DEPARTMENT CONNECTION AE AE OVERHEAD ELECTRICAL LINE PRIVATE ACCESS EASEMENT z N Li EDVER' VER VERIZON UNDERGROUND LINE z } N m N �> 1 \ t b 1 1 1 --r,to RE LANE­--T,Re LANE FIRE LANE W w w= j I I I n-MNVOO_ I � (10— zw 9cFs I I I i I I I I I -GAS cas ATMOS GAS. LINE o o `� w m o PARKING m I I I I I I o S a z w ,Cn z > ISLAND a 1 I I I I I w-12 w-12 EXISTING WATERLINE �' m Q a_ u_ z N 265 SF I I I I = w N LIMITS OF DISTURBANCE I I I s-$ s-8 EXISTING SEWER LINE o N I J I I I I I I I I O EXISTING SEWER MANHOLE 19' < I I I I I ( I I INLET PROTECTION 1 r ' PPROPOSED 5' SIDEWALK ' I I W-12 �I' *' I w-12 PROPOSED WATER LINE iy� k:i'•�•\z _E d N a f, GATE VALVE so i .a�� z iZ / a 5—Ae A I I I I- I. W �o' w w PROPOSED WATER SERVICE `ice'• :�? ,r' < II I III — ---- -* D I 4 I ' — PROPOSED IRRIGATION SLEEVES •+ri�iiN� _ I 9, UE—UE-- PROPOSED ELECTRIC SERVICE 321 �Typ'- 1; a S-8 S-8 PROPOSED' SEWER LINE o RN �I ' ' ' ' ' 4t PROPOSED FIRE HYDRANT ASSEMBLY 20 m -AND ' ' \ \ , LIMITS OF DISTURBANCE 'E' m 4 SF I I ' ' N ' jA v CONSTRUCTION EXIT N" l \ x� 11 w���� PROPOSED SIDEWALK �r o W PROPOSED , \ � / STORM LINE TYP. N i m / / (BY OTHERS). PARKING ISLAND O w V; w p /- J INTERIOR ISLAND DECORATIVE PAVEMENT w z EXISTIN ; 12" WATER LINE / ( A �?, cn 1l I PARKING LOT LIGHTING' rn OR 19 v, m TYP. N I I FLOW ARROWS Z 40' BUILDING I I I I I I \ v' -- -- SETBACK ACCESSIBLE ROUTE J I I I 0 i ISLAND A 254 SF �r Z D I` , 94� I I Z IIII z Ic I RESERVED - 12"x18" REFLECTIVE FINISH METAL SIG I � PARKING a v I I l )kc�q� ol o j Io y2 m 9 m I I ( I ` Z TYP. / I � / O V1D 3" 12"x9" REFLECTNE FINISH METAL SIGN 0 y 19' �~^ I I 6" axe E j L,J E rZ '—'-TMP' PARKING ISLAND / I I ( I ` � Jo 217 SF 'sT �f� ST I I ` PER ARCH TECTURAL 2x2 GALVANIZED STEEL TUBE COLUMN -4 / I I I PLANS SET IN CONCRETE FOOTING. PROVIDE -- ' •T' . I V) GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. T m I II / `-c I r NOTES; �� PROPOSED FIRE i 1 I 1. ALL CHARACTERS MUST BE 6Q HYDRANT ASSEMBLY MINIMUM ABOVE GRADE OR SIDEWALK. / ( I I .\ O 3" MIN. �L �� 2. ALL ADA SIGNS SHALL BE PER FIRE LANE I ARCHITECTURAL DETAILS. • SIGN m II / rn� I \ ADA SIGN DETAIL I M r�II N.T.S. / a EXISTING 12" WATERLINE i I ` i o / I rn w w Eowon WAL �GREENS w ,Q4 COLLEGE STATION, TX 17840 (979)268-3195 p rN- Q DEVELOPER: ENGINEER: 7)o o '< CWS RETAIL COLLEGE STATION, LTD. SCHULTZ ENGINEERING, LLC. . 6565 W. LOOP SOUTH, SUITE 760 PO BOX 11995 BELLAIRE TEXAS 77401 COLLEGE STATION, TX 77842 (979)764-3900 i - 1.607 ACRES BLOCK 1, LOT 1 I: CAPROCK CROSSING - A BABILLE SURVEY, A-75 o N S.W. ROBERTSON LEAGUE, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS N �, SCALE: 1 "=20 OWNER: BRAZOS TEXAS LAND DEVELOPMENT, LLC. C/O CAPROCK TEXAS 110 LINCOLN AVE STE' NOVEMBER 2012 SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLCz 409 N. TEXAS AVE. 103 BRYAN TX 77803 [w., m � W m > *- Z 0 Z Z N �"j � LU 1w > 07 ;� �- COLLEGE STATION, TX 17840 (979)268-3195 p rN- Q DEVELOPER: ENGINEER: 7)o o '< CWS RETAIL COLLEGE STATION, LTD. SCHULTZ ENGINEERING, LLC. . 6565 W. LOOP SOUTH, SUITE 760 PO BOX 11995 BELLAIRE TEXAS 77401 COLLEGE STATION, TX 77842 (979)764-3900 i - i 17. . Aa �—�--rr •:".-:_qV a. •^L, .a -"'�iry r1a '.• Fes-- '. �'-;. !4.• \ � NBT 35' 43 E 20.85' -�.� .. -� a : w.. t ,:'. .:_sem,; ' - ' ..:•A-__• . .. �< r. —.I 'd .`'.•-T .' N 08 - , . • e. ,t 38 E 22 -_--5.- , . ^. .~fid...... "`---..:. • _ �,,._ _ / _ a. ' it ::*-�..,.:. , T 4"'_ `'•;' .1 .. _ :.,•` • �'�-+ �.; \ �"•„ .<�"'\- \^ \•- \•.. `` \ I - r Oi _ I n W LOT 4, BLOCK 1 ,� �\. + �...�\' \� �" `\` \\' \ C z PF' / 0.04 ACRES �` �'� _\ \ \ ~ \ \� \ \ '\ \ \ I LE cCL o I WELLBORN SUD \� \ \ '\ \ \ "^� �D ZONED A-0 o w-16 rn �� W -1s ��- '� �. �\ `\ �' \ ' ' I — 284 -- +�_/� �'- ______\�-w `�- \- EXISTING CONTOUR CU �_`-AE� -AE �y.7� / 16 _..\� `\ \ \ \ I I I I 28 Q) cn O �O O I PROPOSED CONTOUR } 4 -AE . -` \ `\ I I '0 00 m 20 PRIVATE CROSS �� \ � `�` , - ACCESS EASEMENT /1 I m \� I I I — — — — — -- BUILDING SETBACK - ti� \ trFR " s' \ l� BOUNDARY J ©� h .LOT LINE (� om � rn __._ . .._._ 7.5' SIDE BUILDING 323,E \ 20 PUE � `� Csl 4o BUILDING � ' I SILT FENCE � I �- -- _ SETBACK r g "1 SETBACK. ZlI'E 8030 5 EXISTING , / ti -- / 12b 0 ` I ST — ST — UNDERGROUND.. I I � I � 2 sT sT EXISTING .STORM SEWER PIPE � LOT 1 BY OTHERS) 2 / Z��Nv e , s \ ', VERIZON LINE SC L IN I� — ( ERS) I c� y n "' '`' PARKING ISLAND �� I EET ST r: IRRIGATION - \ , . R I I I I ST ST — ST — PROPOSE W,g 19 275 SF �z I I D STORM SEWER PIPE SLEEVES 9 �. I � � � / \ TYP. til ` I I 1 TYP. I w-1 FIRE DEPARTMENT CONNECTION 2 .� � N \ I I I ---------..- 14 9 PAR ` -, . �` I KING SPACES i I W-12 / i I l I I _ RE F I \ i I LAN . AE •-- � �,; •R i?2 ' RE LANE-��..�RE LANE•.w..•.{IR Et2' I I I I OVERHEAD. ELECTRICAL LINE 19 PRIVATE ACCESS NE �' PARKING ISLAND �_ �i� JrcF` �, \./TYP. A EASEMENT w N �`M / 318 SF o ti / 25 INTERIOR PA `� ��f' / I -, , ` ' I I I I VER VER VERIZON UNDERGROUND LIN ca ¢ ° o°'o o, W / INTERIOR PARKING / VAN ACCESSIBLE TNG / 1 ` I I E z > ry oo ,Cj M �I SPACE G� F H 1 m of CK j ISLAND 1 5 N sob SF 2 —TYP 2 - , 1 1 FIRE LANE Z a LO N I I—^ -'ARE LANE --.,=,RE LANE 277 SF IR LAN ?�!: , .�¢1RE LAN RE LAN �' % 5' 1 1 /� / 9 I FIRE .LANE SIGN RE - -�R Fs I ( ATMOS GAS. LINE ¢ Of to m / Z�M R / RE LAN g2�' E I I ( I I I I GAS GAS W IN 7-7--1� � .S 9 T NVA t°�e Il PARKING m IRRIGATIONTYP. 19. R2 ,1 ISLAND y I I I I I W-12 W-12 EXISTING ( ATERLINE In V) a w o Li M o� P S / 6,� 9r TYP. o� ws 265 SF I I ( I I z w — z ROPOSED FIRE SLEEVES PARKING SPACES / ( I w r- ----M ES S-8 cn z --M --- HYDRANT ASSEMBLY 2 -HANDICAP SPACES 'T �' N LIMITS OF DISTURBANCE I I S'8 EXISTING SEWER LINE o o -,� �` T � III 13. y � � � O EXISTING SEWER MANHOLE PARKING ISLAND W IN`s 4 ° T -a- - �c� I I I I O a '9 �� Qti ,9 < I I I INLET PROTECTION �. 355 SF R2 s, ° R2.5' �P_• ' PPROPOSED 5' SIDEWALK I I Off I N i I ' W-, 2 ��.. nfr ' �, I I L w-,2 PROPOSED WATER LINE �� ':i'•• •• �z ti PROPOSED 8 SIDEWALK � ACCESSIBLE I 4Y.6 _ / I Icn RO�tTE�N PRopos D 1 4° w I ' I GATE VALE :N:W .- W ly E FIRE PROPOSED ADA I I I I DEPARTMENT CONNECTION SIGNAGE , / %� / A' / / / ° d d _'ate -z W - —W PROPOSED! WATER SERVICE ?„''6 ':% �a3 m- w a < .0 Li 2-3' n ` ` ` I I — — — _ — — PROPOSED IRRIGATION SLEEVES t 1 WATER AND y 1 •� ,X; IRRIGATION 1 IRRIGATION METERS I SLEEVES 321 9 — ' ' I I _UE—UE_ PROPOSED ELECTRIC SERVICE L `n 1 t TY S-8 S-8 PROPOSED SEWER LINE _ d ' t / _ � t I y �' R2 ,I PROPOSED FIRE HYDRANT ASSEMBLY �* EXISTING 12" WATER LINE / g' --•-_ S I � � TYP. a \ 20 �, F- w N PARKING 2s4 sF �' ' ' ' , \ ` �' LIMITS OF DISTURBANCE C~ \ / 20 --j 11dN1 WALGREENS ow ¢� N H / ` -�-- kZ o 3AI40 1 STORY to i^ D CONSTRUC ION EXIT d' �• �,.� ti`' 28' BLDG. HT. �.a zQ � ', \I \ .VARIABLE WIDTH PUE J��/ bo� <v / 171 f~ 10672/86 � FF = 321.50' Q o a`L � W w � I v 14,820 SF 0-z :',., E'•+ ,'� °. _ / / / ' I , ` PROPOSED SIDEWALK w o w am: a, 9' PROPOSED \ 2 Z TYP. I v STORM LINE h --_ _rn y c �i1d} /(BY OTHERS) / '` ��' PARKING ISLAND ml I (!7 3�9 (/ / cn a ` EXISTING 12 WATER LINE INTERIOR ISLAND DFCnRATIVF PAVP'AAr7NIT W 'L 7.5 SIDE BUILDING 1� :d �IYP. SETBACK II� y Il i;ui ` \ PARKING L T LIGHTING / N TYP. 4 FLOW ARROWS co I ° g, m m{------40 BUILDING I I I \ u' ko SETBACK I I I co -------------------- TYP. \ ACCESSIBLE ROUTE 4' O PARKING ISLAND SJ �� y 31ai I I k / 329 SF ��,• 25 /. ` j I \ R PARKING ISLAND I f I LOT 3, BLOCK 1 - PROPOSED 8 SIDEWALK 254 SF N I 5 TRASH COMPACTOR / I / i 1.55. ACRES �� & ENCLOSURE ' �,; � S /''�' URE °• � m ''''� 1 ZONED C-1 T 5 6 ,/ols 3.43'- / \ INTERIOR PARKING . A'►�1MM � : s::::: • ST ° to GATE ° d ISLAND 3 Z / O o PROPOSED MANHOLE \ I RESERVED 12"x18" REFLECTIVE FINISH METAL SIG 0 (BY OTHERS) / \ \Sr _s - -� -� -t °2.68'- --- ,p�355 SF I I ( PARKING OiN�IPLIA C RIM=318.20` n 13.26 S. y aG� \ r to ENCLOSED STORAGE \ I BIKE RACK � N_ �y FL OUT=313.2 I p•�' N FL IN -313.3 �i �` \ � I -a'i \ z 9' I a I I ` �Gw 2 0 2012 ''' \ t 13.78' to v m -I •� / S PROPOSED ATMOS GAS LINE 3" �2`xs` REFLECTNE FINISH METAL SIGN i p �A N I P. ( COLLEGE O PROPOSED 6 SEWER UNE �,` \ \�' 15 REAR BUILDING y � ^� . (BY OTHERS) �fp• \ SETBACK ' n I _ y 19' �� I I I / g- �N'� (!) i ry D T ST"=�T- -, y ' I TYP. PARKING ND I I ` N w y —ST=-�T"---.=-g =-ST � ST 217 SF \ y '� A R SA z -4 PER ARCHLECTURAL PL NS SET GALVANIZED NETE OOTI TUBE COLUMN PROPOSED °� , TT"•,::; / j GALVANIZED STEEL CAP WELDED TOREVIEWEu ON^ 1117 TRANSFORMER F' -� y z DR VE I TOP OF TUBE. PAINT TUBE AND CAR R m' t .:::.:......:.. 20 PUE PAD . PER CSU .. -� '� .�, T flU T W;; / < PANS & SPECS �n \S4f 13` .:..._ . - cc: :......::: `.. m I 0 20 PUE - 22278 "� ................ LLl m I I I I NOTES; p CURB ON w I PROPOSED FIRE I I I I L ALL CHARACTERS MUST BE 60 - FIRE " D0 2 - / — HYDRANT ASSEMBLY I PROPERTY LINE \ / I O i MINIMUM ABOVE GRADE OR SIDEWALK!' -7 1 CURB ON �18UMITS OF DISTURBANCE �^ 7` j I I L I��+I' a IP'iM IN FIRE LANE 3` MIN 2. ALL ADA SIGNS SHALL BE .PER PROPERTY LINE --- � SIGN / ARCHITECTURAL DETAILS. � DEVELOPMENT SV IC EG 1.62 ACRES m LOT 2. BLOCK 1 - --_ -- _ I I � I ) I U, ADA SIGN DETAIL PLAT FILED: - / � N.T.S. ��.,._•....a .._,,,,. BRAZOS TEXAS LAND DEVELOPMENT, LLC. EXISTING 12' WATERLIN ZONED C-1 E I / _ kaD \ / / 10DRAINAGE / I I mI I I (' 'r04%0317 �ka [ EASEMENT nnin WAL �~ � ���Yw 12" GREENS LANDSCAPE ISLAND ANALYSIS: ,. , �, � T 108" FIR N MARKINGS 1 _1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED TOTAL PARKING: 68 SPACES " m WITH FOUR INCH (4' WHITE LETTERING STATING "FIRE LANE PERIPHERAL PARKING: 48 SPACES NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. INTERIOR PARKING 20 SPACESINTERIOR LANDSCAPE ISLAND REQUIRED: 1 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN 20 SPACES X 12 = 240 SF INCHES (18') IN HEIGHT SHALL BE MOUNTED IN A INTERIOR LANDSCAPE ISLAND PROVIDED 3 CT 24" ' PAI# M PROPERTY AND LATATHE LOCATIONS SHTION AT EACH OWN. SUCH SIGNS =720 SF CE TO THE 24"� _ — SHALL BE TWELVE INCHES (12 7 WIDE AND EIGHTEEN y INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES ONLY (TI 02W WIDE AND SIX INCHES (6") HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. I NOTES: - �36" 6" [1-30" MIN. 6" 1-.--30" MIN. 6" 15`-► (".36"� 1. SIGNSHALL H 8ECOMPLY RVIGE STANDARDS. THE CoCS tI�— fl�— FIRE LANE SIGN DETAIL BIKE RACK DETAIL N.T.S. N.T.S. INTERIOR ISLANDS 1.607 ACRES END ADDITIONAL V O TOTAL ISLAND INTERIOR ISLAND # ISLAND AREA ISLAND AREA S.F. REQUIRED AREA i S.F. PROVIDED CAPROCK CROSSING S.F. 1 277 180 97 2 808 360 448 3 355 180 175 110 LINCOLN AVE. STE. 103 BRYAN, TX 77803 tV COLLEGE STATION, TX 77840CO N Q I-.- p•, (979)268-3195 0, Q Q a DEVELOPER: ENGINEER: CWS RETAIL COLLEGE STATION, LTD. SCHULTZ. ENGINEERING, LLC. 6565 W. LOOP SOUTH. SUITE 760 PO BOX 11995 BELLAIRE TEXAS 77401 COLLEGE STATION, TX 77842 (979)764-3900 1.607 ACRES V O BLOCK 1, LOT 1 i CAPROCK CROSSING i A BABILLE SURVEY, A-75 S.W. ROBERTSON LEAGUE, A-202 r COLLEGE STATION, BRAZOS COUNTY, TEXAS N SCALE: ' 1 „=20' NOVEMBER 2012 wco OWNER: SURVEYOR: Lu BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 m O w DEVELOPMENT, LLC. C/O CAPROCK TEXAS KERR SURVEYING, LLC 409 N. TEXAS AVE. Z ,r- Z a Z Q u 110 LINCOLN AVE. STE. 103 BRYAN, TX 77803 tV COLLEGE STATION, TX 77840CO N Q I-.- p•, (979)268-3195 0, Q Q a DEVELOPER: ENGINEER: CWS RETAIL COLLEGE STATION, LTD. SCHULTZ. ENGINEERING, LLC. 6565 W. LOOP SOUTH. SUITE 760 PO BOX 11995 BELLAIRE TEXAS 77401 COLLEGE STATION, TX 77842 (979)764-3900 � I I I . �; �i � ___ - __ I� - � ./ I . LEGEND 1 N�i'11'1� I �- N U� �� . , - 284 EXISTING CONTOUR 1 : '- . 111. ° I .�iiiiiiiiiiiiiiiiiiIO, Z � � z , a CL I � � . . I STATE HIGHWAY 40 ( WILLIAM D. FITCH PARKWAY) I I F- P // 284 PROPOSED CONTOUR - - - - - - BUILDING SETBACK . _ -. c I, . _.. +- ,. R.O.W. VARIES `I ;. - � co Y T -y, c� ='=, PF' LOT 4, BLOCK 1 BOUNDARY -I -1 V) 6 o O a)0.04• v �- ACRES1. WELLBORN SUD WATERLINE VALVE VAULT - - LOT LINE I IL 00 r .d• ----- - .--• _ - -- ---� / �/ _ .- a / p (WELLBORN SUD) ZONED A-0 m1. EXISTING 16" WATERLINE _ . .: : ._ .� .r SILT. FENCE ,' n, �. - - p -� 1 110 Il i� x:� !O j . -- r _._-•-- . m •_ - �-- ---- - - -- -_ r ---' _ _ --_ _____ '�" �_,- �_ 323 _ -- ..._..- T -`S.T ST f _ --- _--•- ----` -- _ -- - I L� -__ - - �- (WELLBORN SUD) ---•--- --I -- _- -- - - -- - _.- �- � 1 - ...- - - `�� _._ --`.._. ---=` -" .:.:::•...:r=•:,.,:,.'�•::,:;.�•.,: ., _ ' --- ;...': 40 20 0 SCALE IN _- 40 - 5T - ST`- ST -- 5T - EXISTING STORM SEWER PIPE F1. EET ST ST ST ST STORM: SEWER PIPE. I . O ,m N � .�. c� h. 01 _ _ , ,...: .i: -___ ____ .S ..,, -:x' ::::�:r. .._-- - - _ --_1. I x i-�-':ice.. :..^�; :'a;::: ,.•'Cyl.. • r' M ,• _ " . J. ....-.�.:,.. •�-�.-:.�. ���=�':�' i '^`-_._ '`•---,.� Y.ry y . --+_ .'.`?.L:.-'.. ..•.+,a...L .�_ .. ., ,e:•^f-. vti'.'.. ... ..• :•.'.. 'v.',ti', ':,4 .:. .ir. ,: ""'.'�'j,�,,.-•:,:. -..L•1 -^.^--• ^^---'_ .it? 5. et"�,•�--•. "'yn_, •+'.-•�,. -,+.. rte: %° "�-�• �" :. ..,,••':•... :'icy;.. �,-. ' �lJ E D E R PA TMENT: CONNECTION .. _ - .tit-:_.�.. .•:. u 9 r�s.a .. _ ..._--N8 35' 43 E 20.85 .,...... :....:........ •.: ..:..,.. .-_.,.,-,...-�.-.---�,_.... ......: ,. :�•.�-...... �.,_ f. ...._-j 08 E 2210 N6� 38 .... . _ .:.�,.:.... ... �'�:,....... , .. �»,..... ''�-' -�-\ OVERHEAD ELE TRIC C AL 'LINE ��//A%j -_ -�� _ \ -L� w... , ....:. y .., ....,.. :..., .. :.,.. .... t".,_� .5- ..... ,a -•;� _;. •.,.,., PROPOSED - ..:.•..+.•,- .. ..:.. ;._ . ...; .�-.:.,:::.• � ,�.,:,�---':� - ACCESS TO LOT 4 �,; ;::.: , . - ��- ,, _ _ \ -- _ ,-- c9 � , �` � .. . - -,_ �1-_ �� \ �-\� ---- �._ �. 1 �\� i I _ - PRIVATE ACCESS' EASEMENT . \qF °' EXISTING 8" WATERLINE / w- ���- �\ \ \ a P I (WELLBORN SUD) P ---__w-�� ��� �\ ��� 1 I I I VER VER VERIZON UNDERGROUND LINE /�� AE PROPOSED CAPROCK ' --- _'AE S I - e CROSSING SIGN LOCATION * ACCESS EASEMENT Sip, 'TI \\ AE 120 PRIVATE CROS O O �, I �'�,� I EXISTING i FIRE LAN LANE FIRE LANE _--- . ---f, ERRE . . _ / ?a �� BY OTHERS \ ,C ( ) \ p► /� �R ?q:� � \ \ - f I n EXISTING ,/ \ F. \� I`- -� \ . 16 WATERLINE \ / > �' I 323 _- z rn \, LOT 1 ACCESS 2 UNDERGROUND I VERIZON LINE I I I I dEARs: N1t�3 ' o E I I ��,� I - GAS GAS ATMOS GAS ' LINE , . ' . .. z uj .00.(Limw ¢ z ni L00 m o _ t� I PUBLIC WAY 2 p• - �, (WELLBORN / \ # BY OTHERS -4 j I PARKING ISLAND \ \ \ 318 SF 2 �f ' �_ j suD) :: ::..::: M� I.;.; .......... €€€t. 20 PUE .:::. -�' � F-- �{ :eiiiieI 8030 5 :... LA E. ::::::• 6s . T I QI {{� , ` ) L�LLEGE STATIC N I G I F. bs Mo .� 14 I - � � I I w-12 w-12 EXISTING WATERLINE _ _ s s s 8 EXISTING SEW ER -LINE . _ - . �zp= rL N = o _ v `a- � z a v �� w w O m LL •• J,:;:::•.. E RE LANE � I LOT 1, BLOCK 3 \ _ - 9 322 �, -- ,RE LAN \ ` � `'--- --- PARKING ISLAND �' 20.56 ACRES \ .� LIMITS OF DISTURBANCE �'� ( i ___ ,i J� 275 SF �' II T _ - S O EXISTING SEWER MANHOLE • ' :. L • .. -. J p = O_ (n _ z> in ¢ = w D- c.) W p o Lil Z ZONED C-1 M \ \� \ ____ _ ,� M- ' \ �y �- Z�y- / VAN ACCESSIBLE INTERIOR PARKING SPACE ISLAND 2 __ ! 1 1 \ 1 1 1 �' I I INLET PROTECTION° .. . _,, . ' = w -I w I- s o z to o �\ . • / M ! �-- - rn \ - _ . . __-_ , 1� - _ \ \ �, = _. "'hh r: INTERIOR PARKING -_' �w X21 797 SF ... •. I 1.• ISLAND"' A 7 :::: feiFE S 1 .. I _t � 1p ' �� ::::I:=:::...:. `� PROPOSED FDC - @€ : I PARKING ISLAND I I 65 - W-12 W-12 � PR SED WATER 'LINE OPO1. .. , la __ \ M _ �IIa:::::: 70' PUBLIC ACCESS, - \� \ PARKING ISLAND / €i:=::€s€ y, c I I PROPOSED 5 SIDEWALK p I ^�� I , � I I >- 0 Q w GATE_ VALVE (D > w w PROPOSED WATER SERVICE . 9 �� * • , z PRIVATE DRAINAGE, & 1 / v, 355 SF LANDSCAPE EASEMENT \ /' \ a PRG.OSED f \ �" ,, \ /l\ / 1 WATER METERS \ '� I I PROPOSED PROPOSED 8 �d / SIDEWALK ADA SIGNAGE `' JF. CROSSWALK / IL. , / I III I t I ( I / EXISTING 12" WATERLINE ' I _ _ - _ .. � - - - - - - - - - - PROPOSED IRRIGATION SLEEVES i J O - . I ,••' It I� 0�� . y�� M w , .•.. N •�,:o� � - W ago ? sa3� �r� �, \ \ / I \ \ / VARIABLE WIDTH PUE '/ - `�-,�- 320'- -�_ --- '.- I ` ' i , ` I I ' ' gid. II ' , ¢ TY UE UE PROPOSE D ELECTRIC SERVICE % o -- . z �Y:, �� �w 'Zs'.'ti •...oe...•.• �� TIC & --� :,,,PARKING ISLAND N �- \ / 10672/86 PROPOSED DOMES 1 \ /� \ / FIRE WATER SERVICE 254 SF \ / �� I WALGREENS€; H, ^; I 1 , I ch I-- N ' ` \ S-8 S-8 PROPOSED SEWER LINE • •, .�. d<r P a-. *; A� � . ♦ _ �N/ \ \ ! \ / / \ ,� \ �O', ti -A \ ti � ��� ', r 'amu 1 STORY ::a:a ' ::. :....:Tie �'� 28 BLDG. HT. , ' 1 \1. ' I ,` I � ) 1, \ PROPOSED 'FIRE HYD -RANT._ ASSEMB LIMITS OF DISTURBANCE Y u) \ �'• �. -� / / --I / / �/\ LOT 3, BLOCK 1 �� ✓ -- \ / �s b / 1.59 ACRES / � _ // ZONED C-1 ,1,-v FF = 321.50' `' ' 14,820 SF-� .. - -____ ___ �w _ _.._.-- - ---- ---_ •' 1--1 -•.. - :e : _3�g, m � _`. --_ . � f / /1. ! I % �/ ( � � ' I � I I I / /' I- I It CONSTRUCTI ON EXIT .' L. _ . -: I � z` � Z, t, Epi cc ST ST T Q \ . / � EXISTING ATMOS �, .- / / _ _ .� ' __ _ ,Lll4 // a ENERGY NATURAL PROPOSED 6 PARKING ISLAND -�- 11 SEWER LINE 254 SF I L \ o I ': <: • >.� : PROPOSED777-7 ' SIDEWALK (z"ill Oi ..'` - 0 .. �•, M �� _ - " - •> • o / GAS LINE EXISTING 12 �� WATERLWE S ' :•... a PROPOSED 8 SIDEWALK „.:::::::::::: w I .., ::: ; •:: eseeee: :.....:. NATURAL GAS METER 3 �$ i - \ ` II I PROPOSED ; .:. ;.:..., :.:....:::. PARKING ISLAND tq I N. t� NiL � v .....e : ti ::::::::::.. / / / /� / :•Y / s .. m ::... ,,...:.:. ,6 - � jos m N \ -- - k7m � I(BY I I I N STORM LIE OTHER INTERIOR ISLAND DECORATIVE PAVE L.�+ ENT- [� � Er W C�'1 �1 '�' 'Q� W, . �'' rp PARKING ( A / \ INTERIOR PARKING ) / . O �+ ccs %' / a \ 329 SF ".11 / / cn (4 BIKE RACK \ \ C) -a ISLAND 3 � s D PROPOSED NATURAL 356 SF \ 86` \ � - GAS SERVICE LINE 1 1 I i 1 I- t ISLAND ` N PARKING A 217 SF I ` . \ PARKING LOT LIGHTING 1.P . C W O WI c�a �-, O p2 � N � d' W \ / ,'�� PROPOSED TRANSFORMER PAD ; \ 610 ST ST - S� - ST ST - ST STT ST I _ . FLOW ARROWS W lC � '1 L376-- . PER CSU PLArJS &SPECS -- m \ ` A w '1 "'- _.. / 60' PUBLIC ACCESS, / -:.. , A 5 _ ,. PRIVATE DRAINAGE, & \ ..ee::: \ Z ' �. 341 13 1b`4V - -� \__ 22278 Y � . i { I I _ -- - ------------- '-' _ _ _ ACL _.SSIBLE ROUTE - _ i � w "N `i co LANDSCAPE :_ASEMENT �C \ � / --` PUE .\ � I G� ' ' �' `�'� 318 � ---� 20' PUE __ -- cn / I � 114 / I `1;1. L SITE SPECIFIC NOTES: Q t� v to � O W \ / O - - , �--• /\ P \ \ �� �S�----31;7, /A' \ \ 30 PRIVATE I / I CROSS ACCESS I EASEMENT U' N y I \ I `' I I 3 LOT 1 ACCESS 1 �t 1. THE OWNER OF THE PROPERTY IS THE BRAZOS TEXAS LAND DEVELOPMENT, LLC, THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF CAPROCK CROSSING, PROPERTY IS ZONED C-1 AND OV. . . .. - " . V ,� \ ` / .�� Q-) <. --- \'\ \/ / / j / � "ll p��' � \ . \ X `PROPOSED 6" ,�/ O / �/ /� t,, SEWER LINE /� / P \ / LIMITS OF DISTURBANCE - -_ _ , --"- I - - `" --- PROPOSED PRIVATE I / / (BY OTHERS) \ I I ( , I 2. THE DISTURBED AREA FOR THIS PROJECT IS 1.607 ACRES. (70,001 SF). 3. _REFER TO GRADING PLAN FOR PROPOSED GRADING. Y , .., �r 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN &DRAINAGE REPORT. r . /�4,,_,, Iiia( i ,�.:;11 L� 4f '• �, i �P \ S �( (BY OTHERS) 376 STORM SEWER SYSTEM //`r pip LP \ •�,; / � �.. --- ------ ----:_,__ �, � � `___ i -\ -7 l % �\ ! \ 6 \ �-. � ` LOT 2, BLOCK 1ll G� �-••_.-_ 1.62 ACRES \ 1 .1 1 �s / ,b , TBM 1 \ \ \ BRAZOS TEXAS LAND , �I / � / / / ° / \ 10 PRIVATE 5 \� \\ �' DEVELOPMENT, LLC. in . / / / ` S. DRAINAGE ~ /' ZONED C-1 �/ '�-,` \ 8 \ . EASEMENT /� 375_ ' / � I _,/ N < I f i �- �' I V) I \ ` i I t,� in 5. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &IRRIGATION PLANS. �i li"r` 5�„' . 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 7. THE MiNIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 14,820 SF IS 2,500 GALLONS PER MINUTE. THE i..i 11 t �� BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FiRE FLOW BY 50 X BUT NOT LESS THAN 1,500 GPM. : ONE FIRE HYDRANT IS REQUIRED. TWO HYDRANTS WILL BE ADDED. 1 '�" 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 0 s� 9. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR �f -}• •,'� "J � �r • r REVIEWED i. � f o � COMPLIANCE ? � DEC P2012 I Z o I- 0-• D: N w p • ��/�i / 20' PUE ,� / \ iP� 314 �- / ~- ''- �� 1 --- � �' / ro \ I C14 I BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO, 480083, PANEL NO 0325E, MAP NO. 48041CO325E . EFFECTIVE ,�q DATE: MAY 16. 2012. L,.J s- �Ct` w i � �'+ j y_ , T p� I .LC L i.. G E S ! A 1' O1r � 1 Z O --_ \ - _ / / "'--,_ . - / \ 1 �-- Z \ - 70 PUBLIC ACCESS, PRIVATE ' DRAINAGE &LANDSCAPE / -- - i n/ ch EXISTING 12" 10. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS.OINERWISE NOTED. {� ++*� :.,.-ar 11. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS, I? :i � � � � � � �' � ('� .,:�..�..,,.�::�. A > Lii 1 " \ • ACCESS EASEMENT - _ __ PROPOSED 8 �� �_ 'I --I • / �� SEWER LINE �`% \ \ �- \4j / " X373 (BY OTHERS) \ .� _� �- M'�_ // ` !II --� EXISTING 8 SEWER LiNE \ � . PRIVATE STOR - WATERLINE - i 12, 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. BE ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. _ "'^ --Er) L..:a. :- R E �1 - . I ,�/ \ /\ i- ,�co o • \ SEWER TIE-IN POINT J .,., \ ST •--- / �, , 13. BUILDING SETBACK LINES SHALL IN 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE (;VMPLIANCE I m �`"' '--•._._ \ __ ;.__ \ -- � �••-.. `-\ r.- *-Il /� 5T -----. \, . _._--- Cy •�.-�' � :7 FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE, SUCH. SCREENING. SHALL. BE COORDINATED. WITH THE. BUILDING ARCHITECTURE. AND SCALE TO. MAINTAIN A. UNIFIED .1 -•-_.__ ~-372 S _�- �_ \ T -,_ • ' _ ..,.---3;2\ 4 APPEARANCE, � . E01 W Q \ /Gj / \\, \ \ - _ '--•� \ ti o _r- ��� , --___._ \ / i - 15. PROPOSED SIGNS SHALL BE PERMI17ED SEPARATELY IN ACCORDANCE WITH iNE LIDO. - - - 1 PART OF THE CAPROCK CROSSING BLOCK 1 BUILDING PLOT AS IDENTIFIED ON THE APPROVED - . \ \ \ / -� LOT 1, BLOCK 2 \ � ` `17?` / y �` V) I 16, CAPROCK CROSSING, BLOCK 1, LOT IS FINAL PLAT FOR THE PURPOSE OF LANDSCAPING AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS FOR BUILDING PLOT'S BETWEEN 20,D00 AND 49,000 SQUARE FEET. ION % + �/ � t � �1e,ii�J �®R.19�I►V d 1<� '� BRAZOS TEXAS6LAND DEVELOPMENT, LLC. �'-' ---- - .09 ACRES I L - --_ ---X352 \ __ ` .. Vj "-• - -- \ < ! 17. ALL ELECTRICALI IMPROV MENL REEKS PROJECT. COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STA?ION UTILITIES ELECTRICAL DES FOR ®' � � ��� �� , I �` �- ELECTRICAL CONTACT: ERIC NORTON _ T y -377 ---_ ZONED C-1 \I PROJECT BENCH MARKS '- \ \ PROPOSED CHARANIA \ LANE (BY OTHERS) -IBM 1 . . - _ • '1 7_7 �- - - / f , ` �' I � (� CSU ELECTRIC PROJECT COORDINATOR CIT OF CO LEGES CITY 7 COLLEGE STATION UTiLI11ES - "' " ' .. . ' E, o \ EXISTING MANHOLE RIM \ ELEVATION: 315.20' \ J%\�� /J.. � o --- i / . � i i t- --'--, •.•_ � . . . ._.__7 , , In / I 18: THE TRASH COMPACTOR ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS. 19. ALL PARKING WILL BE SCREEN FROM THE RIGHT-OF-WAY BY A 36" HIGH BERM. SEE GRADING PLAN FOR BERM ELEVA!70NS. • •ice 1.N O.- •\[ co co M ; E+3 1-11 ll E-4 PROPOSED CAPROCK CROSSING ON THE VALVE, THE LOCKABLE LID SHALL SUPPLY THE SAME �anni ' i e � ',- D) VICINITY. MAP SIGN LOCATION (BY OTHERS) 20. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ISOLATION PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM, AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE L ��v''• ''-4 GENERAL NOTES: STATION UTILITIES OR HIS DESIGNEE. Q h, , ^ti W �] i� W F/1 Oz 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. �, 21. A KNOX BOX WILL BE PROVIDED ON THE BUILDING NEAR THE RISER ROOM, PER FIRE DEPARTMENT REQUIREMENTS. 22. ALL STORM SEWER IS PRIVATE. STORM SEWER MANHOLE COVERS SHALL SAY PRIVATE NOT CITY OF COLLEGE STATION. \r,. w W j� ® N V p ti DIG TESS: (800) 344-8377 ATMOS ENERGY: (979 774-2506 �' SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 621-4770 23. THIS PROJECT IS WITHIN THE ALUM CREEK IMPACT FEE AREA. THE FEE WILL BE DUE AT THE TIME THE BUILDING PERMITS ARE ISSUED. r64 :;2�.•, O "It �" 3``.Ct, U �j I Q4 O �`' �Ll WALGREENS �9 : ^�1 Gii�1 cn�a rLill, 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT LL NECESSARY.EFROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS �j SGs� �Q/� O 6, t�`3 FZ` i� •Q G O 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. s�/q �� Q �. /A /Ty", ��l STEEL REINFORCING BARS * 7 A "�O" '���� !/) INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL �`FC i"� REMOVE ALL MUD DEPOSITED ON iNE ADJACENT STREETS AS A RESULT OF iNE CONSTRUCTION OF THIS PROJECT. :X/" 0, 9J �j A j1 i OWER CONCRETE PAVEMENT � 1 C�T 1 BLOCI\ I V_ 4.' THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTVUCTTON �i�j� . '�, POINT' , SITES. � n- 1/4-R 24" ,5• ` -� M ` ' '" CAPROCK CROSSING N 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. PROJECT Sly D ; e. '. .. • ' .' . : , '' ' ° '. :` _7_' - .��' - cr �-•, "-v �� X -7 ._ -A' '-� N ,._ - . - LOCATION `� 3" 3"R ° .:° ..�.. 4.: ' .' • „ .:... 4 8. ALL SHALL BE IN ACCORDANCE WI1N THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD. 1" SURVEY, A-75 A BABILLE VEY, CONSTRUCTION SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH iNE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH 'SAFETY REQUIREMENTS. X (� 3"R 1 4"R /I/ ; , I �Xz . I S.W. ROBERTSON LEAGUE, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS ay O � N i 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. Greens Praire Road 1 % 6" 6" LIME STABILIZED SUBGRADE SCALE: esL=4O' NOVEMBER ZO1 Z Tom, "+-T E'•y ,� W. m 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SffE. 2• 3" 3" 3" 2" (EXTENDS 1. OUTSIDE THE EDGE OF PAVEMENT) OWNER: SURVEYOR: `� ! � , W i0. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KUNG ENGINEERING & SURVEYING. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET LIVE STANDARDS OF SECTION 7,10 OF THE UNIFIED DEVELOPMENT * X=5" 6" OR 7" AS SHOWN ON THE PAVEMENT PLAN BRAZOS TEXAS LAND " " * 7 PAVEMENT - USE 4 BARS ®18 O. C.E. W. DEVELOPMENT, LLC. # BRAD KERR, RPLS N0. 4502 KERR SURVEYING, LLC } �- O Z 0 i > Z > rn ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS r'' Q 3" * 6" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. C/O CAPROCK TEXAS' 409 N. TEXAS AVE. Z N O W (r -_3j ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT iNE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. �O #4 BARS " NOTE: ALL CURBS 6 IN HEIGHT UNLESS NOTED OTHERWISE. * 5" PAVEMENT -USE 4 REBAR ®18" O. C.E.W. 110 LINCOLN AVE. # COLLEGE STATION, SiE. 103 BRYAN, TX 77803 TX 77840 (979)268-3195 ' CO N Q - CL rL . O \ 3/4" X 18• SMOOTH �\ EXPANSION DOWELS o- G TYPICAL CURB DETAIL N.T.S.TYPICAL CONCRETE PAVING SECTION . D E V E LO P EI R : ENGINEER : Q Q P N.T.S. CWS RETAIL COLLEGE 6565 W. LOOP SpUTH, BELLAIRE TEXAS STATION, LTD. SCHULTZ ENGINEERING, LLC. SUITE 760 PO BOX 11995 77401 COLLEGE STATION, TX 77842 , r r NOT TO SCALE L. �. (979)764-3900 I � 1. - 1! STATE HIGHWAY 40 (WILLIAM D. FITCH PARKWAY) R.O.W. VARIES - X PROPOSED -CAPROCK _ CROSSING SIGN LOCATION (BY OTHERS) PUBLIC WAY #\ LOT 1, BLOCK 3 20.56 ACRES ZONED C-1 \ I , 70' PUBLIC ACCESS, PRIVATE DRAINAGE, & LANDSCAPE EASEMENT ST - ST - T Z • GENERAL NOTES: SITE SPECIFIC NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 1. THE OWNER OF THE PROPERTY IS THE BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. CAPROCK CROSSING. PROPERTY IS ZONED C-1 AND OV. DIG TESS: (800) 344-8377 L ATMOS ENERGY: (979) 774-2506 2. THE DISTURBED AREA FOR THIS PROJECT IS 1.607 ACRES (70,001 SF). SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 3. REFER TO GRADING P FOR PROPOSED GRADING. . 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUC71ON EXIT AND SILT FENCE AS 5. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. NECESSARY. ---``( 6.. THE IRRIGATION SYSTE MMUST BE APPROVED AND INSTALLED PRIOR TO C.O. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL 7. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 14,820 SF IS 2,500 GALLONS PER MINUTE THE REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 % BUT NOT LESS THAN 1,500 GPM. ONE FIRE j 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXR 150000 REQUIREMENTS FOR CONSTRUCTIONHYDRANT IS REQUIRED. TWO HYDRANTS WILL BE ADDED.. SITES. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. S. PERMANENT VEGETATION WILL BE ESTA13USHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING 9. THE SUBJECT TRACT D ES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR AND SEEDING ALL DISTURBED AREAS. BRAZOS COUNTY, AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO 0325E, MAP NO. 48041C0325E . EFFECTIVE DATE: MAY 16, 2012. 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. 10. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. m 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 11. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 12. ALL UTILITY LINES (WATER, GAS,. SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD' 4O 2O O 4O INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. SCALE IN FEET 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KUNG ENGINEERING &SURVEYING. 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. -- 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT 14. ALL ROOF AND GROUN -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE', -� ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT FROM ANY PUBLIC RIG,T-OF-WAY OR S '°i'm " ^-``• ''."` : ` _;, -� RE IDEN71AL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A' POINT 5 FEET it '+':• • ",. +' LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT ;'AES NOT CROSS.. ' ;: + „ ,•, . ; ,:,_ ABOVE GRADE. SUCH 'SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED :;.;. ;y,•.- z ..,., a , ANY PROPERTY UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT. THE TIME OF BUILDING PERMIT APPEARANCE. 7^\ AND CERTIFICATE OF OCCUPANCY. / 15. PROPOSED SIGNS SHA BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. * 16. CAPROCK CROSSING, BLOCK 1, LOT 1 IS PART OF THE CAPROCK CROSSING BLOCK 1 BUILDING PLOT AS IDENTIFIED ON THE APPROV D '�- I STEEL REINFORCING BARS VT3' ` ��•- ��� �� FINAL PLAT FOR THE PURPOSE OF [AN CAPING AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS FOR BUILDING PLOTS BETWEEN 20,000 AND 49,000 SQUARE FEET. i/ CONCRETE PAVEMENT 17. A' L-ELECTRICAL-IMPP,OEMENTS SHALL (3E PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES 1 ELECTRICAL DESIGN FOUR WALGREENS PROJECT. 1 III ' I CSU ELECTRICAL CONTACT: ERIC HORTON I - -. _. .. • • •q . .4 . ..a• .; �...<t '• � ELECTRIC PROJECT COORDINATOR EXISTING CITY OFCOLLEGESTATION UTILITIES PH: 979-764-6314UNDERGROUND X VERIZON LINE I ............... 6.Eyt; N41: 18. THE TRASH COMPACTOR ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS. %jR r 3,�i IOL E 6867.4 Orr( OF I I I j 19. ALL PARKING WILL BE GREEN FROM RIGHT-OF-WAY ✓ OLLEGE STA UNI M THE RIGHT OF WAY BY A 36" HIGH BERM. SEE GRADING PLAN FOR BERM ELEVATIONS. I � - I G S ON.I M 1 I • I t 20. THE FIR SUPPRESSION UN S '--'V--i E E HALL E A 0 HAVE LOCKABLE UD ON E ISO i 6 LIME STABILIZED SUBGRADE THE ISOLATION VALVE, THE LOCKABLE UD SHALL SUPPLY THE SAME PROTECTION AS THE A P OR USA, L.562 LOCKING UD AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE �11,ti II,,1 i (EXTENDS 1' OUTSIDE -.THE EDGE OF PAVEMENT) STATION UTILITIES DR Hls DESIGNEE. 1 D LIMITS OF DISTURBANCE I 21. A KNOX BOX WILL BE PROVIDED ON THE BUILDING NEAR THE RISER ROOM, PER FIRE DEPARTMENT REQUIREMENTS. ,\ I * X=5, 6 OR 7 AS SHOWN ON THE PAVEMENT PLAN I 1 1 122. ALL STORM SEWER IS RVATE. STORM SEWER MANHOLE COVERS SHALL SAY PRIVATE NOT CITY OF COLLEGE STATION. * f I I I I I L 7" PAVEMENT - USE #4 BARS @ 18 O.C,E.W. . NN PARKING ISLAND I I O I * 6" PAVEMENT - USE #4 BARS ® 18"�O.C.E.W. 265 SF I cD * 5 PAVEMENT - USE #4 REBAR ® 18 O.C.E.W. �U)24 N PROPOSED 5' SIDEWALK <W 1/4"R t5" ' cryo v I I TYPICAL CONCRETE PAVING SECTION I _ Q N.T.S. 3. I I C 7 3'R 3"R 1 p 4pR . 5p , EXISTING 12" WATERLINE (� p 12' 1 It I I ' I 1r 1 ry' - i� `N LEGEND 2. 3" -3p 3" 2-- -PARKING ISLAND \ PROPOSED .....::...::.. 200 SF STORM LINE (BY OTHERS) II. II --PARKING ISLAND �-217 SF T c/) L.. / < I I I I N D I I I \ II I LOT 1 ACCESS 1 (BY OTHERS) II N < I� -I N )Chl Enrin 2730 Longmire, Suite A College Station, Texas 77845 --- 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JAB JPS 12-211 OCTOBER 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON OCTOBER 23, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. - 284- - - EXISTING CONTOUR 284 PROPOSED CONTOUR - - - - - - - BUILDING SETBACK BOUNDARY - - LOT LINE . . - . -- SILT FENCE ST - ST ST ST - EXISTING STORM SEWER PIPE - ST - ST ST ST - PROPOSED STORM SEWER PIPE °g FIRE DEPARTMENT CONNECTION -AE-AE-OVERHEAD ELECTRICAL LINE - PRIVATE ACCESS EASEMENT VER VER VERIZON UNDERGROUND LINE FIRE LANE --FIRE LANE FIRE LANE GAS GAS ATMOS GAS LINE W-12 W-12 EXISTING WATERLINE s-8 s-8 EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE INLET PROTECTION W-12 W-12 PROPOSED WATER LINE GATE VALVE w W PROPOSED WATER SERVICE PROPOSED IRRIGATION SLEEVES UE -UE- PROPOSED ELECTRIC SERVICE s-8 s-8 PROPOSED SEWER LINE 4t PROPOSED FIRE HYDRANT ASSEMBLY MW IMMEM MEMME EM LIMITS OF DISTURBANCE CONSTRUCTION EXIT "'' PROPOSED SIDEWALK PARKING ISLAND INTERIOR ISLAND DECORATIVE PAVEMENT FLOW ARROWS -- - - - - - - - - - - - - - - -- -- ACCESSIBLE ROUTE ' WAL GREENS SH40 @ SH6 CAPROCK CROSSING LOT >, BLOCK 7 -.COLLEGE STATION, TX I", 3. L#4 BARS NOTE: ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. - VICINITY MAP TOWER _ POINT PROJECT LOCATION Greens `rie Road -3 �0 0 0 NOT TO, SCALE \, �I I WALGREENS 1.607 ACRES BLOCK 1, LOT 1 CAPROCK CROSSING - i A BABILLE SURVEY, A-75 S.W. ROBERTSON LEAGUE, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS' SCALE: 1 "-40' OCTOBER 2012 OWNER: SURVEYOR: jBRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, LLC. KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVE. 110 LINCOLN AVE. STE. 103 BRYAN, TX 77803 COLLEGE STATION, TX 77840 (979)268-3195 DEVELOPER: ENGINEER: CUNNINGHAM WALTERS _ SCHULTZ ENGINEERING, LLC. PROPERTIES; LLC PO BOX 11995 6565 W. LOOP SOUTH, SUITE 760 COLLEGE STATION, TX 77842 BELLAIRE TEXAS 77401(979)964-3900 i � s )Chl Enrin 2730 Longmire, Suite A College Station, Texas 77845 --- 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JAB JPS 12-211 OCTOBER 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON OCTOBER 23, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. - 284- - - EXISTING CONTOUR 284 PROPOSED CONTOUR - - - - - - - BUILDING SETBACK BOUNDARY - - LOT LINE . . - . -- SILT FENCE ST - ST ST ST - EXISTING STORM SEWER PIPE - ST - ST ST ST - PROPOSED STORM SEWER PIPE °g FIRE DEPARTMENT CONNECTION -AE-AE-OVERHEAD ELECTRICAL LINE - PRIVATE ACCESS EASEMENT VER VER VERIZON UNDERGROUND LINE FIRE LANE --FIRE LANE FIRE LANE GAS GAS ATMOS GAS LINE W-12 W-12 EXISTING WATERLINE s-8 s-8 EXISTING SEWER LINE 0 EXISTING SEWER MANHOLE INLET PROTECTION W-12 W-12 PROPOSED WATER LINE GATE VALVE w W PROPOSED WATER SERVICE PROPOSED IRRIGATION SLEEVES UE -UE- PROPOSED ELECTRIC SERVICE s-8 s-8 PROPOSED SEWER LINE 4t PROPOSED FIRE HYDRANT ASSEMBLY MW IMMEM MEMME EM LIMITS OF DISTURBANCE CONSTRUCTION EXIT "'' PROPOSED SIDEWALK PARKING ISLAND INTERIOR ISLAND DECORATIVE PAVEMENT FLOW ARROWS -- - - - - - - - - - - - - - - -- -- ACCESSIBLE ROUTE ' WAL GREENS SH40 @ SH6 CAPROCK CROSSING LOT >, BLOCK 7 -.COLLEGE STATION, TX I", 3. L#4 BARS NOTE: ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. - VICINITY MAP TOWER _ POINT PROJECT LOCATION Greens `rie Road -3 �0 0 0 NOT TO, SCALE \, �I I WALGREENS 1.607 ACRES BLOCK 1, LOT 1 CAPROCK CROSSING - i A BABILLE SURVEY, A-75 S.W. ROBERTSON LEAGUE, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS' SCALE: 1 "-40' OCTOBER 2012 OWNER: SURVEYOR: jBRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 DEVELOPMENT, LLC. KERR SURVEYING, LLC C/O CAPROCK TEXAS 409 N. TEXAS AVE. 110 LINCOLN AVE. STE. 103 BRYAN, TX 77803 COLLEGE STATION, TX 77840 (979)268-3195 DEVELOPER: ENGINEER: CUNNINGHAM WALTERS _ SCHULTZ ENGINEERING, LLC. PROPERTIES; LLC PO BOX 11995 6565 W. LOOP SOUTH, SUITE 760 COLLEGE STATION, TX 77842 BELLAIRE TEXAS 77401(979)964-3900 i FF I -AE------- - 20' PRIVA ACCESS E _ I I 7.5' SIDE / LOT 1 ACCESS 2 I_ (BY OTHERS) W-12 ---- --w-12 / 12 W-12 Z -MT!MIWE LAN X IN FIRE .:LANE IRE LAN dRE V N -MM rn I .e,/,-pe?nonc�n nor PARKING ISLAND 241 SF LEGEND . 4• •dL• t n �r-a ''T-•°.:: ti•`,;,,Y . •.:'L.` .a^=:.: . ".^-"._ a :'•-tet..-' - ..:y_s'. �. d a `... ' ':.�.5- •'": ` —_ - .;;--�:..J�-;=,-. :'�:;:;- :o.: a ,�.;.e• .f .�:. .<,. _ .�,;�:::.�- .j\'\'`�\\ .284 EXISTING CONTOUR •,fie 284 PROPOSED CONTOUR q�• .:. ' s ' ; .. ..• a� •'-;,,,` a. .- i . < �•-.. ' �.. : • :.'moi %e •Sa•. "• - '?^..-•.- BUILDING SETBACK BOUNDARY DSED MONUMENT SIGN' _� _ LOT LINE SILT FENCE- . 20' PUE sD3o/5 \ w-�- \ 1 I I - ST ST ST — ST -- EXISTING STORM SEWER PIPE ST — ST ST --- ST — PROPOSED STORM SEWER PIPE EXISTING I i i �eR Nom,, UNDERGROUND , I I FIRE DEPARTMENT CONNECTION VERIZON LINE I I AE AE OVERHEAD ELECTRICAL LINE 11LDING PRIVATE ACCESS EASE ENT PARKfNG ANALYSIS 20 0 I 0 12 I _ REQUIRED PARKING: RT I VER VER VERIZON UNDERGROU D LINE L ;.. SCALE I� FEET 14 820 SF RETAIL PARKING ISLAND y*�R: I I I I I ' 1 SPACE PER R 250 SF SF ---TIRE LANE--�RE, LANE FIRE LANE 60 SPACES l I I I I60 SPACES REQUIRED TOTAL .... ....... � � _ _ GAS ens ATMOS GAS LINE .......: • 1 3 HANDICAP - - • . __...x CAP SPACE REQUIRED -, ,9 WIDTH 19.LNGTH. EXISTING WATERLINE , 19 Sti S-8 S-8 PROPOSED PARKING: TYP. \ ' EXISTING SEWER LINE - 65 SPACES PARKING R PARKING / ` , , 3 SPACE HANDICAP PARKING 2 9' �2 I 1 ` ` , I EXISTING SEWER MAN OLE P. P TY- �' _ _ 1 l ( (I 68 SPACES TOTAL ! S I I I. I INLET PROTECTION h I ( I I ?� W-12 W-12 PARKING I ' I I I PROPOSED WATER LIN w. R .ISLAND v I I I I( I �, II -S' 265 SF I � � GATE VALVE .. ...... ..... LIMITS OF DISTURBANCE I I I ) I I Iw w PROPOSED WATER SE ICE _ JI i i PROPOSED IRRIGATION SLEEVES I �._-- gip, PROPOSED 5 SIDEWALK I I I I ' uE uE PROPOSED ELECTRIC ERVICE LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 68 SPACES ROESSIBLE S-8 S- 8 AC N I I I I I I PROPOSED SEWER LIN PERIPHERAL PARKING: 48 SPACES I TE. II I I I I I! INTERIOR PARKING: 20 SPACES �s4` » - I r1t PROPOSED FIRE HYDRANT ASSEMBLY. INTERIOR LANDSCAPE ISLAND REQUIRED: ; rt//�/%, d I I I I I I I n I I ( 20 SPACES X 12 = 240 SF j LIMITS OF DISTURBANCE INTERIOR LANDSCAPE ISLAND PROVIDED I 4 =409 SF 0 ;a9' _ ' ' I ` CONSTRUCTION EXIT —32tto TYP.` a»_ Vrn 0 } Iof c PROPOSED SIDEWALK 2 E PARKING ISLAND PARKING ISLAND o w 200 SFA Q V V) CL ' ' ` ` ; INTERIOR ISLAND DECORATIVE PAVEMENT BLDG. HT. z 0- 28' �._-_ �C I FLOW ARROWS -- �VARFABLE �MDTN PUE c*� - 3 ' 1 l INTERIOR ISLANDS END ADDITIONAL TOTAL ISLAND INTERIOR ISLAND # ISLAND AREA ISLAND AREA S.F. REQUIRED AREA PROVIDED S.F. S.F. 1 233 180 53 2 618 350 258 3 278 180 —98 ,A _ 2 50 10672/86 ( w 14,820 SF • . �� � _ _ I c� Q / / PROPOSED 12 I. _ I 9 j -------------------- a / / ACCESSIBLE ROUTE o Z Z A TYP. v / � J STORM LINE �Cb co m cv j �' % BY OTHERS)/ \ 3 'may / �- ._--•-_ -'_-- .. ..-- - \ ° .�i .. „.� •^i ._ .� �•� --- � .. ( / I .. . - _ CC x I EXISTING 12" WATER LINE / F 19' �I I ( d TYP. _ I I I 1s• DESK3NAT® - y- t� ��7.5o ,SIDE BUILDING SETBACK ; ' a I �' Q E- ' y m m 19 1' PARKING i �� I I N TYP. ci ` E- I I 9, 40 BUILDING 1 i 1 m �SETBACK I ' I RESERVED 12»x18" REFLECTIVE FINISH METAL SIGN ONLY ti� o NP. 0 1,-6. I ' I E-- y , �J 3� I \ ❑ PARKING ISLAND T Jw • :. 5 I 1. SIGN SHALL COMPLY WITH THE CoCS / 319 SF K. 5 �1 ........ I I I �- �\ FIRE SERVICE STANDARDS. �� , PARKING ISLAND I I I I 3" 12"x9" REFLECTIVE FINISH METAL. SIGN 2oa SF r I FIRE LANE SIGN DETAIL PROPOSED 8' SIDEWALK > „µ LO 3 S TRASH COMPACTOR I :: I I 6" A T ,BLOCK 1 �; � C� &ENCLOSURE A I { D N.T.S. 1.59 ACRES �. �ST` 5_6 �^'�I y m ,' D ZONED C 1 dOIS I I 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH 4" WHITE ( ) TE LETTERING STATING "FIRE LANE e e a INTERIOR PARKING �ry �� I I , - - NOP KING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. �\ •sy6:. 10�" ° ° ISLAND 3 2 i I ( I I 2x2 GALVANIZED STEEL TUBE COLUMN I SET IN CONCRETE. FOOTING. PROVIDE 2. A `SIGN TWELVE INCHES (12'7 WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A e e CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH' ..... PROPOSED MANHOLE ...... \� 'f'A 278 SF I I I ` i GALVANIZED STEEL CAP WELDED To —J --� S� p A TOP OF TUBE. PAINT TUBE AND CAP. SIGNS SHALL 8E1 (BY OTHERS) / 0� -'�S7Z -- _^� -� 1 e D m I I I TWELVE INCHES (12'7 WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX RIM=318.20 Ft3 D , BIKE RACK 7J I ` INCHES (6") HIGH STATING "TOW AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH j \ In ENCLOSED STORAGE e �I ZI 9. 1 D I I + I I i SYMBOLS, LETTER AND BORDER IN RED. FL OUT=310.52 / ST FL IN=310.62r \ \\_11GATE "A' 1 P. \ S PROPOSED ATMOS GAS LINE PROPOSED 6„ SEWER LINE / / 8� �T ,� 15 REAR BUILDING n 19' �'`` I I f 1 I NOTES* SETBACK (BY OTHERS) 6�, \ y y ' m y [ I I I I / L ALL CHARACTERS MUST BE 60” WALGREENS / \ y __-___TYP. PARKING ISLAND r I I MINIMUM ABOVE GRADE OR SIDEWALK. l ..� > T .�.._ —�. "- Si- —'S� `ST ST -----ST = _— m 217 SF { \ \-- y Sr---srS = ST STI-- ST ( ` I Z I I i ADA SIGN DETAIL _ - -- - R m 1- 1.607 .ACRES r 't. J -.., I ( I !n N.T.S. PROPOSED �' / o�I�E ............:::: / I BLOCK 1 LOT 1 TRANSFORMER � ' . e-- y -•� � Z :...............'''� I s \; \ -� -� TRU T PAD PER CSU ,'rrI 20 PUE PANS & SPECS T I CAPROCK CROSSING 181�{I .• 22278 0 20 PUE - .�. v cn 108" PROPOSED FIRE I » (� s�AT EACH END I I 1.9 1 A BABILLE SURVEY, A-75 -' HYDRANT ASSEMBLY _ _ CURB ON _= ..; ,. / I 0- _ — _ _ S.W. ROBERTSON LEAGUE, A-202 PROPERTY LIN —{ E LIMITS OF 'DISTURBANCE m 1\ _ FIRE LANE ( I f - COLLEGE STATION BRAZOS COUNTY TEXAS / CURB ON � I_ 31 � I s SIGN �- PROPERTY. LINE � ,' • I I m / ( � �, � SCALE. 1 -•20 OCTOBER :2012 LOT 2 BLOCK 1 m� i / 3 •7511 24• OWNER: SURVEYOR: . 1.62 ACRES _ � I � • BRAENED TEXAS LAND - / : / I EXISTING 12" WATERLINE I 24 BRAZOS TEXAS LAND BRAD KERR RPLS NO. 4502 C14 EXISTING . DEPMENT, LLC. -I . i �DEVELOPMENT L In LC KERR SURVEYING. LLC C-/ I C/O CAPROCK TEXAS 409 N. -TEXAS AVE. I I 110 LINCOLN AVE. STE: 103 BRYAN, TX 77803 I T I- 01COLLEGE STATION. TX 77840 979 \ PRIVATE-` 268-3195 10f ) » » " DRAINAGE I /� I ( � �•-.-36"+15" 30 MIN. 30 MIN. 15 -•-!•••-36 I » DEVELOPER: ENGINEER: �31� ___ EASEMENT I s s s \ / CUNNINGHAM WALTERS SCHULTZ ENGINEERING LLC. PROPERTIES, LLC PO BOX 11995 BIKERACK DETAIL <� 6565 W. LOOP SOUTH, SUITE 760 COLLEGE STATION, TX 77842 rr.Ts. BELLAIRE TEXAS 77401(979)764-3900 i unz Jc.h:E n ierir� 2730 Longmire, Suite A College Station, Texas 77845 '979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JAB JPS 12-211 OCTOBER 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON OCTOBER 23, 2012. IT IS . NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. •----�'�� M �-W--16 ---`—W-16 LL _ W-16 20 10 0 20 SCALE IN FEET 16 * NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE z TOTAL NON CANOPY 640 ''ar do-. �. .. .:4. .. .. •.'9°e: 4.< 9 M 4 • 4 u ae 'a. HYDROSEED OR SOD e6. a4" 3' TALL BERM 8a. - a ay POEN POINTS PER PROJECT AREA: DISTURBED AREA. LIMIT rel ' h v 70,000 SF / 1,000 70 70 x 30 = 2,100 POINTS STATE HIGHWAY 40. STREETSCAPE: CANOPY TREES (1 PER 25'): 136 = 6 CANOPY TREES REQUIRED . q r• .. ': .". ... ,.. .. .. .y.• ... '..... q" "Q:. .p•a _ mit ..�.• •8. :4. .2.•. q . q as .4,a 6 " CANOPY TREES (1 PER 25'): 238'- 1 � CANOPY TREES REQUIRED •m < �-W--16 ---`—W-16 LL _ W-16 20 10 0 20 SCALE IN FEET 16 * NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE GENERAL NOTE: I- 100, COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, TBE PARKING LOT SETBACK'RIGHTS-OF-WAY, AND ADTACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITI IF.R A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. WIDE NYLON 2"x2" WOOD STA BELO 2" SETTLED LAYER O PROPOSE / ROOT BALL TYP. TREE PLANTING ON SLOPE NOT TO SCALE 1L GRADE :ROWN TO BE AT FINISH OR 1-2" ABOVE GRADE OR BROKEN UP SOIL 'DEEP TOTAL CANOPY: 1200 z TOTAL NON CANOPY 640 CIO COMMON BERMUDA TURF O HYDROSEED OR SOD D 3' TALL BERM - (PARKING SCREENING) POEN POINTS PER PROJECT AREA: DISTURBED AREA. LIMIT rel ' h v 70,000 SF / 1,000 70 70 x 30 = 2,100 POINTS GENERAL NOTE: I- 100, COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, TBE PARKING LOT SETBACK'RIGHTS-OF-WAY, AND ADTACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITI IF.R A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. WIDE NYLON 2"x2" WOOD STA BELO 2" SETTLED LAYER O PROPOSE / ROOT BALL TYP. TREE PLANTING ON SLOPE NOT TO SCALE 1L GRADE :ROWN TO BE AT FINISH OR 1-2" ABOVE GRADE OR BROKEN UP SOIL 'DEEP TOTAL CANOPY: 1200 z TOTAL NON CANOPY 640 CIO e � O f' POEN POINTS PER PROJECT AREA: 70,000 SQUARE FEET OF SITE AREA ' h v 70,000 SF / 1,000 70 70 x 30 = 2,100 POINTS STATE HIGHWAY 40. STREETSCAPE: CANOPY TREES (1 PER 25'): 136 = 6 CANOPY TREES REQUIRED 3 CANOPY TREES PROVIDED 6 NON -CANOPY TREES PROVIDED* STATE HIGHWAY 6 STREETSCAPE: CANOPY TREES (1 PER 25'): 238'- 1 � CANOPY TREES REQUIRED 5 CANOPY TREES PROVIDED 10 NON -CANOPY TREES PROVIDED* * 2 NON -CANOPY TREES COUNT AS I CANOPY TREE i, ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: (374/ 50) x 300 POINTS e 2,244 POINTS (! * *PARKING LOT SCREENING WILL BE PROVIDED BY A 3' TALL BERM BETWEEN THE PARKING AND RIGHT OF WAY. REFER TO THE CIVIL PLANS FOR DETAILS ON BERI i GRADING AND ELEVATIONS. I TOTAL POINTS REQufRED: 4,344 POINTS TOTAL POINTS PROP I SED: 4,360 POINTS (3,600 POINTS FROM C OPY TREES = 83%) ✓ 120' 71 WIDE NYLON WEBBING ROOT CROWN TO BE AT FINISH GRADE OR 1-2'ABOVE GRADE 2"x2" WOOD STAKE AT OR BELOW GRADE FINISH GRADE TREETRUNK GUY WIRE STAKE VIEW 2X WIDTH OF ROOTBALL TREE PLANTING (>2" CAL.) NOT TO SCALE DEVELOPER: CUNNINGHAM WALTERS PROPERTIES, LLC 6565 W. LOOP SOUTH, SUITE 760 BE ,i,AIRE TEXAS 77401 2" SETTLED LAYER OF MULCH TILLED OR BROKEN UP SOIL MIN 12" DEEP OWNER: BRAZOS TEXAS LAND DEVELOPMENT, LLC. C/O CAPROCK TEXAS 110 LINCOLN AVE. STE. 103 COLLEGE STATION, TX 77840 L1 to a3- is j I PF' �M ..-M I I i 9 L -M--------- 91-M---- 9 S`6 S'T / T ' 4� •� M •p .K.. 20 10 0 20 SCALE IN FEET W-16 GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISIANDS, SWALES AND DRAINAGE i AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 1 IRRIGATION SYSTEM NOTES: W O V ASSEMBLY I. AN IRRIGATION SYSTEM TO SERVICF. ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A 71_„,e con 5 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A c L PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. L �Q 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED DRIP IRRIGATION HEAD UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. IRRIGATION IN TEXAS IS REGULATED BY THE TEXAS 0 Y I� PRO -SPRAY (PRS 40) MP ROTOR WITH MP 2000 HEAD w W ' 4� •� M •p .K.. 20 10 0 20 SCALE IN FEET W-16 r� m 4 TINIMt --EXTERIOR WALL UM L CLEARANCE FOR DOOR OPENING _ T e�ao� &MODEL PCC-XX00 -all CONTROL WIRE IN ELECTRICAL --3 ONDUIT. SIZE AND TYPE PER LOCAL CODE ELECTRICAL SUPPLY CONDUIT. (D -CONNECT TO , POWER SOURCE. J BOX INSIDE CONTROLLER. *NOTE* SPECIFY 6, 9, 12, 15 STATION MODEL CONTROLLER. MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 VAC SOURCE. P RO-C CONVENTIONAL CONTROLLER IRRIGATION DETAIL FINISH MODEL GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISIANDS, SWALES AND DRAINAGE i AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 1 IRRIGATION SYSTEM NOTES: W O V ASSEMBLY I. AN IRRIGATION SYSTEM TO SERVICF. ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. con 5 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A c L PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. L �Q 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED DRIP IRRIGATION HEAD UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. IRRIGATION IN TEXAS IS REGULATED BY THE TEXAS 0 Y COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) (MC•178). r� m 4 TINIMt --EXTERIOR WALL UM L CLEARANCE FOR DOOR OPENING _ T e�ao� &MODEL PCC-XX00 -all CONTROL WIRE IN ELECTRICAL --3 ONDUIT. SIZE AND TYPE PER LOCAL CODE ELECTRICAL SUPPLY CONDUIT. (D -CONNECT TO , POWER SOURCE. J BOX INSIDE CONTROLLER. *NOTE* SPECIFY 6, 9, 12, 15 STATION MODEL CONTROLLER. MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 VAC SOURCE. P RO-C CONVENTIONAL CONTROLLER IRRIGATION DETAIL FINISH MODEL I � � v a w W O1 STANDARD VALVE BOX 1 0 FINISH GRADE REMOTE CONTROL VALVE 5 ( O MODEL PGV-101JT WITH FLOW CONTROL 4 3 6 ® WATERPROOF CONNECTORS (2) 7 8 05 18-24" COILED WIRE i © SCH 80 T.O.E. NIPPLE O MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4)THIS DOCUME Is „ RFALFAfiED FOR 09 3/4 MINUS WASHED GRAVELPURPOSE 6 PGV JAR OP VALVE Y- IRRIGATION DETAIL SCH 80 NIPPLE LATERAL TEE OR ELL LATERAL PIPE 1/2` PVC STREET EIlS (3 PROS-04-PRS40-CV MP ROTATOR SPRINKLER MMhV IRRIGATION DETAIL OF REVIEW ONLY DER THE AUTHO ( OF DANNY E. DOYEN, LICENSE NO. LI00191 639, ON OCTOBER 23, X012. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. A z 0 I � 1 BACKFLOW PREVENTION W O V ASSEMBLY Q U con 5 PVG -JAR TOP VALVE c L L �Q 35 DRIP IRRIGATION HEAD Q O 60 PRO -SPRAY (PRS 40) MP ROTOR WITH MP 2000 HEAD w 1 MAIN LINE 1” U DRIP IRRIGATION LINE i 3/4" SPRAY IRRIGATION LINE - - - - - i 3/4" I � � v a w W O1 STANDARD VALVE BOX 1 0 FINISH GRADE REMOTE CONTROL VALVE 5 ( O MODEL PGV-101JT WITH FLOW CONTROL 4 3 6 ® WATERPROOF CONNECTORS (2) 7 8 05 18-24" COILED WIRE i © SCH 80 T.O.E. NIPPLE O MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4)THIS DOCUME Is „ RFALFAfiED FOR 09 3/4 MINUS WASHED GRAVELPURPOSE 6 PGV JAR OP VALVE Y- IRRIGATION DETAIL SCH 80 NIPPLE LATERAL TEE OR ELL LATERAL PIPE 1/2` PVC STREET EIlS (3 PROS-04-PRS40-CV MP ROTATOR SPRINKLER MMhV IRRIGATION DETAIL OF REVIEW ONLY DER THE AUTHO ( OF DANNY E. DOYEN, LICENSE NO. LI00191 639, ON OCTOBER 23, X012. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. A z 0