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HomeMy WebLinkAboutDrawingsMARK LOCATION WITH GALVANIZED CARRIAGE BOLT 3V" X 2" 30 15 a 30 \ 297 1` r G 51 4 SIDEWALK OR PATH S.\ 3b �. \ 6�7ip 0, '` ��,,•,, WHERE APPLICABLE 8 ~- !y{J BOLT 114 -- WALK Q d \ \ \ \ ,1101*4111 EXISTING CURB & GUTTER TYPE "D" EXPANSION JOINT. 12' 1. THE SIGN SHALL BE 12" 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT PROPERTY iS LOT 1, BLOCK 1 CAPROCK CROSSING PHASE 5. PROPERTY IS ZONED GO. TO BE REMOVED Kms' 6" RISE TO ELEV = T/ C ELEVE. + 3" WiDE BY 18" IN HEIGHT PROPERTY UNE AND BE MOUNTED IN 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 2.11 ACRES (92,073 'SF). THE LOCATION SHOWN• MATCH FL OF 3. DRAINAGE INFORMATION AND DETAILS WiLL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE EXISTING GUTTER 3' a 2. SiGN SHALL BE PAINTED REPORT. ON WHITE BACKGROUND 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & EXISTING PVMT -%,,18" DEROMTED SYMBOL, RS, SN IRRIGATION PLANS. RED.WITH AND BORDER 5. THE IRRIGATION SYSTEM MUsr BE APPROVED AND INSTALLED PRIOR TO C.O. " PAFDMQ 3. SIGN SHALL COMPLY WITH THE CoCS FiRE 6. TRAFFIC IMPACT ANALYSIS IS NQT REQUIRED. ONLY SER1tICE STANDARDS. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD EXISTING BASE 3' RISE DRIVEWAY APRON SHALL BE INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNrrN0. MIN. 6" (28 -DAY CONCRETE LL 480083, PANEL NOS. 032SE, MAP NO- 48041CO32SE, EFFECTIVE DATE: MAY 16, 2012. STRENGTH = 3500 PSI) W/ 4 B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. DEFORMED TiE BAR BARS ® 18" O.C.E.W. ASPHALT TOW -AWAY 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS SCALE IN FEET �j �j �j �/ Sr \ \ 4 X 18" 0. C. APRONS W/O CURB & GUTTER ZONE 12"+ S 8 `� S FOR TYING NEW SHALL BE ALLOWED ON OPEN 10, ALL UTILITY. LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE EXTEND END 18" /\"' `\/�\ `/ \/\ r'"'�. \ # DITCHED STREET SECTIONS ONLY. TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP �/`\ VEERANI LLC \ CONCRETE TO EXISTING DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD BEYOND CONCRETE /, �' CASTLEGATE BUSINESS �-'' Ste$ \ � \ CONCRETE PVMT. ONLY. EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BURT CONDITIONS. AND TAPE BOTH ENDS \ \ CENTER \ ` SECTION A -A ,1. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. BLACK .LOT. 1 ACRES 3.61 A \ FIRE LANE SIGN DETAIL 12. ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHAD. BE LABELED PRIVATE AND SHALL CRES T OR/ \ N.T.S. NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 3" SCH 40 PVC PIPE ZONED GC <'92 10865/036 A TYPE T"G" EXPANSION JOINT FIRE LANE MARKINGS 13. AREA A PORTION OF THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE 12" BELOW TOP OF �9� a ALL. CURBS AND CURB ENDS SHAD. BE PAINTED RED WITH FOUR INCH GRADE TYP.\� $ (4) WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW PVC SLEEVES UNDER PAVEMENT i PROPERTY UNE AWAY ZONE*. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN i4. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 6,600 SF IS PVC SLEEVE " ?9 - FEET APART. 1,750 GALLONS PER MINUTE. ONE FIRE HYDRANTS ARE REQUIRED. TWO PROPOSED HYDRANTS WILL. N.T.S. SECTIONS SHALL BE 18 BELOW \ ? BE INSTALLED FOR COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. THE TOP OF PAVEMENT. EXISTING \� A SiGN TWELVE INCHES (12-i WIDE AND EIGHTEEN INCHES (18) IN 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED / CITY OF COLLEGE STATION HEIGHT SHALL 8E MOUNTED ,fa A CONSPICUOUS LOCATION AT EACH 1 / 8" SEWER LINE / ' VARIES ENTRANCE TO THE PROPEiTI SUCH SIGNS SHALL BE TWELVE pEVELOPMENT ORDINANCE MAINTAIN 2%INCHES (12) WIDE AND E1G1€j1EEN INCHES HIGH, WiTH A COMPANION 16. ALL ROOF AND GROUND --MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR RETURN CURB TO HAVE SIGN TWELVE INCHES (12) iADE AND SIX INCHES (6) HIGH STATING ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -4F -WAY OR RESIDENTIAL DISTRICT MAX CROSS SLOPE <.. SEMINOLE \ A ROLL FACE DIMINISHING "TOW AWAY ZONE". SUCH_Sf'aNS SHALL BE PAINTED ON A WHITE WITHIN 150' OF THE SUBJECT ,LOT, MEASURED FROM A POINT 5 FEET ABOVE D Ia. ? ! , S GRADE. SUCH PIPELINE E BACKGROUND WITH SYMBO , _ s_FZTEF? AND BORDER IN RED N EASEMENT L .... 8 - " " AT SCREENING SHALL 'BE COORDINATED WITH THE `BU !D1 /F .._ / r 3 ,- c RADIUS POINT. _ _ I NG;ARCHITECTURE AND SCALE TO MAINTAIN I 1022 807 1 / ... - _ ' NIFI® APPEARANCe. _.. _ _ VEERANI LLC , ,°•- _ _ / _ I - _ _ ; ... a5 ni1N.' R. THE_FIRE LANE UNE SHOY:1, ..._ THE ..Al. IS FOR Ril.1�h PURPOSES -0.319 _._ LONGITUDINAL ACRES 1 -�- U ONLY. A SIGN AMB t i 1 LATORY R N WILL BE PL :ED "C .-.-. �L 0 AMP A, THE ENTRANCE OF THE 10865/036 -.. n / REM /E CURB JOINT t7. THE DUMPSTER ENCLOSURE SHALL BE A fi TALL WOODEN OR STONE FENCE PER ARCHITECTURAL J\m \ l SLOPE _ '1:12 M PROPERTY DETAILS. THE . NOT PLATTED 1 '-� _�,/ % �-{- � //-LE RAMP AX DUMPSTER AREA SHAD_ BE 12' x 12' NOT INCLUDING ANY BOLLARDS. IF THE ZONED GC `,`' END STANDARD �` ` DUMPSTER ENCLOSURE MUST BE REMOVED FOR U71UTY CONSTRUCTION WITHIN THE UTILITY EASEMENT, CURB / % ` t, SmEWALK�--��� 1' THEN THE PROPERLY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF, THE ENCLOSURE I EXISTING j 18. ANY EXPOSED CONCRETE OVER 6" 1N HEIGHT' WILL BE SCREENED FROM VIEW OR TREATED TO LOOK AE -^� -=-- GA$ -Q ; p� ti / GAS LINES _L RESERVED LIKE A STONE, BRiCK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING AES- \ _ G,4S -� ' 2g3 \ PARKING t2"x18` REFLECTIVE FiNISH METAL SIGN THE DETENTION POND OUTLET STRUCTURE. j GAS- GAS -� _ - NEAT NEAT SAWCUT SAW CUT 1 _16' 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL_. BE PROVIDED. _ 294_ --------- "" .' -�""- �'' y GAS tia' 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WILL 1 GAS BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 30i.�4'_ � Ga� _`_____-_j R32' PRIVATE SEWER / 1 TYPE "G" EXISTING CURB &GUTTER TO 3" 12"x9" REFLECTIVE FINISH METAL SIGN 21. FOR PURPOSES OF SIGNAGE, ACCESS AND NRA BLOCK 1. LOT 1 OF CAPROCK CROSSING PHASE 5 TO REMAINDER BE REMOVED - REPLACE STREET IS CONSIDERED A BUILDING PLOT. / / JOINT EXPANSION A NEAT SURFACING AS NEEDED s` SAW CUT �.J 22. ALL ACTIVITIES EXCEPT THOSE ASSOCIATED WITH FUEL PUMPING MUST BE CONDUCTED WITHIN THE BUILDING, INCLUDING ICE AND VENDING MACHINES.. • _...' _�- --., �� SETBACK FRONT / t 23. WELLBORN SLID WILL PROVIDE INTERIM WATER SERVICE TO THIS PROPERTY UNTiL THE CITY OF 1 15' SIDE STREET '� "��.,. 2O',PUE COMMERCIAL DRIVEWAY DETAIL COLLEGE STATION SERVICE LINE IS IN PLACE SETBACK 10 PUE LIMITS OF DISTURBANCE ` 11752/292 3, 11752/292 15' REAR 1� ~ ` ,. ' 1 SET IN CONCRETE FOOTING. PROVIDE N.T.S.2x2 GALVANIZED STEEL. TUBE COLUMN + S.tTJlsRAL NOTES: SETBACK ! qE . N EEL CAP WELDED TO WITH 6' TALL I ' DUMPSTER PAD,I, I / ' �` \ i / TOP OF GALVANI UBZED E ANT TUE AND CAP. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING mom I I I I I U t iL$�. i 1 I i i I i !IEXISTI NO UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF - - - - - - - - - - - - 94- - / -• LOT fir `\q � 1 �'+4 ENCLOSURE NE cv l I (I f 1 t \ ` CITY OF COLLEGE STATION CONSTRUCTION IS REQUIRED. - _ _ .-. ~ - -EXISTING BLOCK 1 "6> f ,�� - � �• `' r- 2 yy . � VARIABLE � � 1 II � � 8" SEWER UNE t t DIG TFSS: (800) 344-8377 o ) r 1 I j ATMOS ENERGY: 979) 774-2506 _ a II I / 1 I i SUDDEN LINK COMMUNICATIONS: 979) 595-2429 r - 29 0 .. - ` �'�Qy_ 11752/292 / -293 - --- = 29�_. - WELLBORN SLID `°�!. r WID1H PUE d, I / % _ ~ -_ - x292 1s" WATER UNE- 2.777 ACRES - _ _ { / ` -- -- - - - - - $ w ,\ 29 , III I I f / / // / ' 1 I vERIZON: (979) 821-4770 �-? ST S S 9g= ST -�- ST -- _ ? m I_, \ ~ I L NOTES:2. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY To MINIMIZE _ rn �_ '`� ~- - - T - - �_ �` /` ` - - 3` MiN. L " EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE }'• 4$p , \ N l t Q 7 9' p "- "" S - ` - / \i\ 1 Z92^ 292 _ t. ALL M ABOVE GRADE ST BE S OEWA60 INSTALLATION OF A CONSTRUCTION EXrr AND SILT FENCE AS NECESSARY. W W-16 r(� \ -- '293~' �'kfNG Sp t _ - 4 \ Z97�., UM115 OF ( 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND S W-16 W -T6 -16 ( 1 � .- ACES_ „� -DISTURBANCEL =~t SEDIMENT �,e' CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL .t:. i W - '� - 4 v f' a W -T6 - _ E `Y f291-- !VENT 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 ✓� -tea 1 9�P�krN R3' \ r -� - -- ADA SIGU DETAIL ;, 2-3" IRRIGATION n , G SPq(. S�eS ' ICAs. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000 Wl REQUIREMENTS FOR CONSTRUCTION Sri'ES. -- -- SLEEVES N 29 N ��,, \ t' 859 �% ~ 108.61 ____ __AE- t*i :» SETBACK T / 4 X] p i AE 108` �\ _ O I� S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER. CONSTRUCTION IS y t5' WELLBORN SLID... - �r ^ p �,,, h'►'7 --.. �2 COMPLETE BY IIYDROMULCHING AND SEEDING ALL. DISTURBED AREAS. WATER UNE EASEMENT ` 40 PUBLIC �i 2� - - _ a.0. , G , �' 6" AT EACH END 3645/278 I ACCESS EASEMENT //� �/ l 9" C_ 6. ALL CONSTRUCTION SHALT 8E IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION F �•• L=e.. 4 11752/292 ' o - - 1 _ - ` �.12STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE � L.:a-�•, \ \ t N � PARKING •..-.• �. r . i_. � Atli I / �,; .. i r , ` m ISLAND 3 \ ( COORDINATED WITH THE CITY ENGINEER'S OFFICE. I 0 322 SF l N F , / 3S" _ 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR BRAZOS TEXAS LAND _ TRENCH SAFETY REQUIREMENTS. DEVELOPMENT, LLC 9}- ; t•>,: ` 77' r \ GREENS PRAIRIE CENTER = i S. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. RESTAURANT j w " 24" - - o, n_ JQ 0.037. ACRE SRN 2¢' . - r _ - f ' b al J PHASE 1 = 9. INLET PROlECTiON Til BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT T \ EXISTING . ` SNF, N/DRIVE THRU „� R25 (ri (' vi 24 l ___ PROJECTS O THE RIGHT-OF-WAY BLOCK _ _ K 1 LOT 1 j u�d 295 vy i .70 I _ _ - .....,. --,I!• ) t ACRE , �. � -� .... _-� • •,.,.. 11752 292 � /� LXTt,T21�R BUIL(?:e�'G AND 5r1E LlGriiltJG :WILL MEET - , �' s ; . •,- \ . / Ck c„ ! t I 1 THE STAIJDARDS QI SECTION /.i , Or THE UNIFIED I� \ n7 p Q a,- - i' 1 • , 1 t ZONED GC DEVELOPMENT ORDINANCE THE UGH` SOURCE SHAD_ NO P �` ` OR $4C ¢e i I T PROJECT BELOW AN OPAQUE HOUSING 'l'AY o '� 'r► / ' AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN ., r , tX4,:�� \ \ ¢0 t5 7p, f _ I SUCH A MANNER THAT THE PROJECTED CONE OF LIGEir ROES NOT CROSS ANY PROPERTY UNE s:•�Xt �":•,:�,-,;, 2 O2 t / PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TiME OF BUILDING •• t' \ a Y2 o i $ r `V L A ,CE I � 3 �-I{t 30" MiN. �15---4-36 .-L PERMIT AND CERTiflCATE OF OCCUPANCY�`��...., ,�L:. �� R r4.-TQ1 ADA StGM P1 6` 6"� PROJECT BENCH MARK \'v' ; ��: \ �PROFOSED FIRE ` co ' / ( o, �{ � 9 j TBM 1 N: 10188443.49 `HYDRANT f<\ Z t r CONVENIENCE STORE APR 014 E 3577108.88 PROPOSED BUILDING SEWER SERVICE i BIKE ,�A iCK DETAIL ELEV : 305.03' (COTTON SPINDLE) 1 STORY 20' PUE CU TBM 2 N: 101BB122.96 / „Ix;h���1L•. �pmr-m dS`1i ��N k.LS. 65 g' FF - 296.5 (` l Du m 5876/292ni=vr E: 3577289.94 a 3 i. .2� AT TAL - 6,600 ■5 F 4, 24' MAX HEIGHT 7 1 4"R PLAT PIL 5 , ` -296 33.5' WEEL STOPS 0' (TYP.) m CCESSIBLE IRRITION iv. ROUTE 2e 4" S NO. _ } f- SLEEVES 'a■� " © t r ,5' Y.•'4•"•� EXISTING s'' E 9� BIKE RAQK"ar ,+� /� ' ` ` T 3 r SIDEWALK P: z t. -- Y ��� 25' PRIVATE. CRoss RETAILff \I , 3'R 3"R `7`S '� 'a�lCy.• �' �� R5' \ ACCESS EASEMENT \ ""' / I 1 ` 7/4"R 11870/204 LANDARKIN0) ,� `',.� ;, eq>;, �,► ? G82 SFS 86 / N Ai ;: =WHEEL STOPS SHALL BE CONCRETE UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE ELEV : 298.49 (COTTON SPINDLE) TBM 3 N: 10187992.85 3577107.92 ELEV : 298.62' (IRON ROD) PARKING ANALYSIS REQUIRED PARKING: 6600 SF OF SHOPPING CENTER 1 SPACE AER 250 SF 27 SPACES REQUIRED •...L; .yi\ ..,.., ♦ PROPOSED '2i D - \ ' 6" fP B� ~ k® ) N A REQUIRED: 90% OF W TER DEMAND _ _ L AVERAGE 11.25 GPM g� yyEDTH TAL 20 L 27 SPACES s' ,, ':,,. •: ;1,. R20' 6' sTOEWAUC s•; \ gpgGP R2 I p / / 2" 3" 3" , • e (P K) LENGTH TYP. , 3" 2 - N MAXIMUM EA 45 GPM , \\x/ , jGti \ o LU l / 1 -'k 1- 6" SANITARY SEWER LINE PROPOSED PARKING: I ^a, •y... " t Y ` g. ,fs, \ N PARKING 20' PUE ( / -) I'- 4-- ® 1.04% MIN. SLOPE � °q� �� \ \ 9' ISLAND 2 11 752/2 92 I ( / f 3. FIXTURE UNITS = 120 i 257 SF tic' I i r I-•" -CROSS sEcnoN >E4Y _ 45 SPACES PARKING �F , c IFIXTURE UNITS ALLOWED - 700 STEEL REINFORCING BARS * �L::: �'`j,. \ \ (G NOTE: ALL CURBS V IN HEIGHT eu:s 2 SPACES HANDICAP PARK! G •Yoq / i� C'3 I } = IiE4 BARS PIPE SLOPE OK '•L•• �� '-,t,�•� S 8• P .y �� � / l UNLESS NOTED OTHERWISE. 47 SPACES.. PROVIDED TOTAL I CONCRETE PAVEMENT Y-:-\ tYhp , ARk7NG '� ° `I I = 3/4' X 18' SMOOTH SpA � I / TYPICAL CURB DETAIL ,.•. ' .` ,'� `. c I r Q. F t s z , x?� 298.E ` \ F�" SERVICES ��� C / D , EXPANSION DOWELS L _�' :4 :' .:, . u ' ' .: = ri\ EXISTING CURB & vy / ` i N.T S -�- •'a �.:'-r-" a''_X 1L {i t� SIDEWALK TO 8E 'i.'ry3 6 \ d' 6 ,�t� 4 - 5�1' C RA %"~ tREMOVED FOR PROPOSED ;';rLL \ c�f•001\1112S ��ER'S AT \y� TURN LANE , �ytx, X297- - ru 15' WELLBORN SLID ! �' 1 LONGITUDINAL SECTION i ••; `-1 \\ s.L:�,' ` e _ _WATER UNE EASEMENT tt ( I i 1.5" WA i PROPOSED ;3t 3645/278 1 I I I TER y1Hi STOP DETAIL Vr SER{ GES) ELEVA APROCK SSI " 10' RIGHT TURN 1'25' FRONT \ I I I I' ( I PVC '�� DECEL LANE SETBACK 1:: 4 i l I I * `r 6 LIME STABILIZED SUBGRADE t\�;.. - I - PROPOSED 4av in S•Es�sl�E I I �+�-1�� r��T�j, �� 6" WATERLINE $ 1`t A K• I i I V'C1.1�l ' I MAP CF.RTI V� (EXTENDS 2 OUTSIDE THE EDGE OF PAVEMENT) '�+c�� `' :. y FIRE HYDRANT R2 I i AREA /� ACRES pC * X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN°S�',5,;� \ EXISTING ,L T PUE & 't I i I I I I WATER® TOTAL /`1t-tEH - 2.777 f`'►CI�GS i \�r.,�2� WELLBORN SLID ,PUBLIC ACCESS _ 9 to ( I SERVICE 1 p p' (28 DAY STRENGTH 350E PSI) �. 3` WATER LINE EASEMENT.' I I Co ` Q CAPROCK CR(�SSIt�3(a PHASE 5 t * 8„ PAVEMENT - #5 REBAR ® 12" O.C.E.W. .., EXISTING LIGHT POLE & r, / s• `�Pk/ b; , I LII ) ; i PAVEMENT* _ d 4F i `"• fL� ELECTRICAL SERVICE \�: a t . \ Ny+ *# 6 # . ,....BAR G .8 O.C.E.W. ,.. L. VIE TO „ .. s, ) a •,REBAR " ACCESSIBLE; ••. i s t . I ♦ LOT BLOCK 1 * rJ _ \tiL,'.. BE RELOCATED FOR \ "T r �._ I a " v ♦ i PAVEMENT t<ersArX Cud 18 O.C.E.Ni. ,., �j PROPOSED TURN LANE - ROUTE *.�rti.. .•.:► .`.."4;.. 5' PRIVATE CROSS • 9 a 2 TAPPING of a CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER ;: *.,�: . ""� ' � .-- �� AccEss EASEMENT � ) I 1 ooMESTTc sApnLE � �7521-�'G, 292 II 2012 CITY OF BRYAN/COLLEGE STATION STANDARD "-�` <1 k \ I I TER METERS . --"' DETENTION - y •\t:t.s :\ _ ,::,_. \2 t_ •A ry ` \ I cn JI II I l DETTri N ' AUGUST US BABILLE SURVEY, A-75SPECIFICATIONS. EXISTING RODECT POND LOCATION COLLEGE STATION, BRAZOS COUNTY, TE XASTYPICAL CONCRETE PAVING SECTION EXiSTING SIDEWALK DRIVEWAY OI III" IRRIGATION ..,. :� ; .v, �► 0o METER » .: ti • PROPOSED 8" I 1 1 5" ALE: 1 =30 MARCH 2014 i4 ..r INTERIOR ISLANDS TOTAL AREAA ADDITIONAL ISLAND # INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F. 1 $82 360 222 2 257 180 77 3 322 180 142 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 441 SF (192 SF REQUIRED) LANDSCAPE ISLAND ANALYSIS:WATERUNE E4 SERVICES rs t i j ' S (COPPER Iaz - t•..;::, TYPE croNrt" ` �A 9 4 htf..1 • s'�•'n R., \ I K TOTAL PARKING: 47 SPACES ro PERIPHERAL PARKING: 31 SPACES JT L ,.>3- , „ \ ( �, �r �'I 'RR/ti �� t,�. •�:. T :.�` ''� \ 1 1 , , ,..- o� IFCj� � OWNER/DEVELOPER: SURVEYOR: � INTERIOR PARKING: 16 SPACES cr r: �� 1 10' PUE GATE .�'`4 " BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502 e: r- S RO ` t ! 4 11752/292 VALVE j g j INTERIOR LANDSCAPE ISLAND REQUIRED:\� s's • O'I' _ r : \ I 1 ' 1 l v q DEVELOPMENT, LLC. KERR SURVEYING, LLC 16 SPACES X 12 = 192 SF 4 n ` b\ TEMPORARY CU C/O CAPROCK TEXAS 409 N. TEXAS AVENUE �j j .N/F \ +,, r�J' L;t-y, \` 1 l `! „""..• '"'"� 12`x6" TEE Lj 2809 EARL RUDDER FREEWAY S. BRYAN, TX 778Q3 ILS l BRAZOS TEXAS LAND DEVELOPMENT STE. 203 (979) 268-3195 LLC*n _ 19.466 ACRES op EXISTING DRIVEWAY `i',;:tr. , i2" GATE° ��� COLLEGE STATION, TX 77845 ENGINEER: \ ° jl (979)307-0321 VALE >✓ SCHULTZ ENGINEERING LLC. • 8813/126 ti.�ct �, . `,� TO BE REMOVED ` ��� y, TBM 1�3 \ \ IN ZONED R !yt!.t . a? a i.; r. ii:;?. (I PO BOX 11995 I . �.. ,.. NOT PLATTED \Y..;, �'" ;:f,•,. g� '� m I 1 i N SET A COLLEGE STATION, TX 77842 I t...: y1. z,.:,.n, - L I, (979)764-3900 r.....r.�.. THE SEAL APPEARING ON THIS E�" i■ j''� Q © ■ j^Y� DOCUMENT WAS AUTHORIZED BY i i n e e ri [` ! . C DEVEN L DOYEN, P.E., LICENSE NO. 109835 2730 Ldng mire, Suite A MARCH 11, 2014. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-270 FEB. 2014 ppOF r �*........* ti DEVEN.L DOYEN r�n�10100 , Y iq . FIRM # 12327 3l1I� SCHULTZ ENGINEERING, LLC 7 1- >2 S RATTLER'S AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5: LOT 1, BLOCK f - COLLEGE STATION, TX r,I1,1ti I SITE PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 1 13-270 �. L4117 SIG1p � c <, z r A 467 R. s 3b G W � ••`, 8 sT S_ sj- s_ S-8 ' 30 15 0 30 8 SCALE IN FEET - e I'III 8 ^ry 8 r. — _ - -- -- .--- 5,8 ` PLANT.i GLEGEND ; LANDSCAPE & SIMEETSCAPE POINTS AEFps GAS- C-.—�A _ SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS - AE �qE S G — f: A S GAS- ----- -GAS --- — —•--- GAS ------�._ GAS GAS G , -----_ - -- - AE -----� LIVE OAK GAS AS -----___. GAS GAS3.5" > CAL (Quercus virginiana) 8 300 2400 GAS -- GAS GAS GAS -____ _____ co I GAS ----_ GAS --_- GAS ---•-,...__. GAS -- --- CANOPY qE CREPE MYRTLE ---- '_' 1.25 CALdica 8 320 40 La erstoemla In • _. — � ` � «:: NON -CANOPY qF co WAXLEAF LIGUSTRUM 5 GAL. (ligustrum japonicum) 69 10 690 " / SHRUB �. TOTAL: 3410 / S ST ST — S\ ST ST -- ST — S ST 00 s:• --- W W -16 —W_1 s iw-1 s _W-16 6w—i----- —� s -L — — w-1 W-16 E w-16 —�- .s __'W-16��6 N -�AS_STREETI SCAPE TREES QUANTITY TOTAL POINTSW-16 AE—AE_ 00 o , LIVE OAK \ T ` 2.1 3.4 CAL (Quercus vlrglnlana) 10 1500 CANOPY - / I - r.,i .;;�` A i''• ^ �" ) i '" t �� CREPE MYRTLE . .�- 1.25 CAL (Lagerstoemia indica) 29 1160 n t NON -CANOPY , ... , c • 1 y,� 4 : � . I \ fi TOTAL STREETSCAPE. 2660 T NOTE: 2NON-CANOPY TREES COUNT AS 1 CANOPY TREE LEGEND IRRIGATION SLEEVES 2-3" PVC PIPES I \.c,> ', �.\ \ / o / 1 .• °� GENERAL NOTE: � .�'i i �\ '•� � ` �( '% I 1 I -1. .100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING \ •' ( � - DECORATIVE ROCK (NOT LOOSE, OR A PERENNIAL GRASS IS :: =3 +� - REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE I AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND r .s \ a' v ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. REPLANTING OF EXISTING TREES SHALL CALIPER PER CALIPER mI WHEN THE REMAINDER OF THE LOTS DEVELOPED. I ' IRRIGATION SYSTEM NOTES: � �/ I �'��'.\ \ •. ' � � ( - 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE •:;'' \ \\ �' 2-3 IRRIGATION ` y I INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF POINTS PER PROJECT AREA: - �.a;•?,a SLEEVES (TYP.) S1 f rn OCCUPANCY IS ISSUED. ly \ I 92,073 SQUARE FEET OF SITE AREA �•.,, _ , \00 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A 92,07: SF 1,000 = 93 PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE _ 93 x 30 2,763 POINTS �:_��\ • , ,. BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, \. ..r AND INSTALLED AS PER CITY ORDINANCE 2394. Ly :.;• \ _ \ ID I ADDITIONAL LANDSCAPE POINTS FOR STREEI•SCAPE: 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TE ' t,, � \ \ .-. o • : ( TESTED UPON INSTALLATION A P ((189+361 )/50) x 300 POINTS = 3300 POINTS '•. / I S PER CITY ORDINANCE 2394. \ .., TOTAL POINTS REQUIRED: 2 763 + 3 EQ ,300 6,063 POINTS \ - . .., . • > .. ._ - .: . •, . _ � TOTAL POINTS PROPOSED: 6,070 POINTS 3 900 POINTS FROM CANOPY. TREES 64� , _ ,.I \ ... 1 IRRIGATION w ,.. METER GREENS PRAIRIE STREETSCAPE CANOPY TREES 1 PER 32 397-3 = `\ \ ( ) 6 361 / 32 12 CANOPY TREES REQUIRED I - ..:.,,.',.,.. $.8" CANOPY TREES PROVIDED NON -CANOPY TREES PROVIDED* I tG 2NON-CANOPY TREES COUNT AS 1 CANOPY TREE � R _ REVIEWED FOR - ti• c _ _ � SH 40 (WILLIAM D. � FITCH) STREETSCAPE: COMPLIANCE .. . • CO E C '00, c% `'.' ,,; •'. w:. � CANOPY TREES 1 PER 25' : 225=36 = 189 25' = 8 ii .: ;[: ; . •, ( ) / CANOPY TREES REQUI D ,., �? � 4, ,..,:.,.• , -., i/ \ I CAN PY TREES PROVIDED MAR w 6 A \ NON -C OPY TREES PROVIDED* I' u. COLLEGE` STATION 2 NON -CANOPY TRE S COUNT AS 1 CANOPY TREE o DEVChOPMEN E -S ��� • PLAT FILED: e L O S SITE SPECiFI¢ NOTES; 1. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT U.C. THE SUBJECT n 1. THE SIGN SHALL BE 12 IS LOT PROPERTY EXISTING CURB & GUTTER TYPE D EXPANSION JOINT. " 1, BLOCK 1 CAPROCK CROSSING PHASE S. PROPERTY IS ZONED GC. I �• r T \ TO BE REMOVED KEEP 6" RISE TO ELEV = T C ELEVE. E 3" WIDE BY 18 IN HEIGHT �g7 ` \4 PROPERTY UNE / AND BE MOUNTED IN 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 2.11 ACRES (92,073 SF'), THE LOCATION SHOWN. 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE MATCH FL OF !REPORT. rTct� I'4 EXISTING GUTTER 3, 2. SIGN SHALL BE PAINTED l.E {I D \ ON WHITE BACKGROUND 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & 9 w�2g EXISTING PVM7 8" DESIGNATED WITH SYMBOLS, LETTERS, IRRIGATION PLANS. til $ �> 1 AND BORDER IN RED. SIDEWALK OR PATH S.\ Sb 71 Is O k, MARK LOCATION WITH 8 r� } 5. THE IRRIGATION SYSTEM MUSE BE APPROVED AND INSTALLED PRIOR TO C.O. WHERE APPLICABLE ., j - -�- •�- PA] 3. SIGN SHALL COMPLY GALVANIZED \ \ 6" 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. CARRIAGE BOLTn INSTALL WITH THE CoCs FIRE X 2" BOLT IN \/ \ �` \ ` ONLY SERVICE, STANDARDS. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD WALK `Sig \ \ \ EXISTING BASE 3" RISE DRIVEWAY APRON SHALL BE INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY N0. \ \ \ MIN. n 480083, PANEL NOS. 032SE, MAP NO. 48041C032SE, EFFECTIVE DATE: MAY 16, 2012. 6 (28 --DAY CONCRETE d \ \ \ \ STRENGTH = 3500 PSI) W/ 4 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHE]RWESE NOTED. d •d \ \ BARS ®iS" Q.C.E.W. ASPHALT TOW AWAY 9. ALL PAVEMENT SHALL BE CONCRETE REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 30 15 0 30 \ DEFORMED TIE BAF APRONS W/O CURB &GUTTER ZONE �� \ \ \ \ 4 X 18 O.C. SHALL BE ALLOWED ON OPEN 10. ALL UTILITY. LINES (WATER, GAS, SANITARY SEWER, VERIZON. STORM SEWER, ETC.) SHOWN ARE SCALE IN FEET // / S. FOR TYING NEW TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP / / 12" 8 ST \ # DITCHED STREET SECTIONS ONLY. DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EXTEND END 18° t\/. \\ ��\ \ \ r'�'�., \ CONCRETE TO EXISTING EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. \\ �\ \ VEERANI LLC '` \ BEYOND CONCRETE //,�� S. \ CONCRETE PVMT. ONLY. CASTLEGATE BUSINESS i 8 \ 11. PROPOSED SIGNS SHALL BE PE7RMITTED SEPARATELY iN ACCORDANCE WITH THE UDO. AND TAPE BOTH ENDS CENTER \ \ SECTION A -A / \ FIRE LANE SIGN DETAIL 12. ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL BLOCK 1 LOT, 1 -" -; 3 8 _ 3.61 ACRES s' ` \ N.T.S. NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS 10865/Q36 �}' -� A TYPE "G" EXPANSION JOINT } LANE MARKINGS 13. A PORTION OF THIS SITE 15 LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE 3 SCH 40 PVC PIPE ZONED GC ?92 "� AREA. BELOW TOP OF �s� 1 ALC. CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH GRADE EYP. *NOTE., 8 (47 WHITE LETTERING STATINt�' `FIRE LANE NO PARKING -TOW / PROPERTY LINE AWAY ZONE". WORDING NOT BE SPACED 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 6.600 SF IS MAY E ED MORE THAN FIFTEEN 1,750 GALLONS PER MINUTE ONE FIRE HYDRANTS ARE REQUIRED. TWO PROPOSED HYDRANTS WiLL. PVC SLEEVE PVC SLEEVES UNDER PAVEMENT / / - 292 \ FEET APART.BE INSTALLED FOR COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. SECTIONS SHALT. BE 18 BELOW ,, N.T.S. A SIGN TWELVE INCHES (12"; WIDE AND EIGHTEEN INCHES (18`) IN 15. BUILDING SETBACK UN1S SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED l THE TOP OF PAVEMENT. \ EXISTING N HEIGHT SHALL BE MOUNTED 'IN A CONSPICUOUS LOCATION AT EACH DEVELOPMENT ORDINANCE. CITY OF COLLEGE STATION / VARIES ENTRANCE TO THE PROPERTY(._ MUCH SIGNS SHALL BE TWELVE \ / 8" SEWER LINE �f �' INCHES (12-) WIDE AND EIGH'r,EEN INCHES HIGH, WiTH A COMPANION 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR * MAINTAIN 2% RETURN CURB 'TO HAVE SIGN 'TWELVE INCHES (In VIDE AND SIX INCHES (6") HIGH STATING ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT �--- \` j MAX CROSS SLOPE (; A ROIL FACE DIMINISHING 'TOW AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHITE WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH 20' SEMINOLE 2sa I n n AT RADIUS POINT. BACKGROUND WITH SYMBOLS, :LETTER AND BORDER IN RED. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A N \ PIPELINE EASEMENT % 4 t - TYPE D UNIFIED APPEARANCE /F 'V J 25 MIN. R. THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES - r :. 1022 807 -- 11_c I LONGITUDINAL -. _„ VFERAN 1 N A _ LI ONLY.,. A SIGN ihlLL BE Pl,....�.AT TF!E"'ENTR4NCE OF THE 7. THE DUMPSTER ENCLOSURE SN c1 BEA 6 T R STO . - Q4 -., ,.. \ .. ... , _....�.._ - , . _ . ,. ,.r, r ► AMB LATORY RAMP __ 1 .� All WOODEN 0 h FENCE PER .,P,cH...ti"'!'L._ _ _... 0.319 ACRE, % \ R...h43dE..,I RB. _ \ �IO1NT .- _ PROPERTY. o t F --� _ - DEifu�S. THE TUM. SEER AREA:SHALL a_ BE i2 x i� NOT INCLUDING Anf .BOLLARDS. r6 iFk 1cas� Cas �. �M� � SLOPE .1.12 MAX / U P - /' ✓ m `` '1 THR RAM J 1 DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN E UTIY.IIY NOT PLATTED - a�-� - r _ THE EASEMENT. „ THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE ZONED GC ` . \ END STANDARD / / � SIL)EWALK----�_�T 1---r•-i CURB EXISTING I \ 18. ANY EXPOSED CONCRETE OVER V iN HEIGHT WILL BE SCREENED FROM VIEW OR TREATE=D TO LOOK RESERVED LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING -&AS- `- - GAG � \ t ^ A � + f � 2g3/ GAS LINES � \ -L- PARKING 12"x18" REFLECTIVE .FINISH METAL SIGN THE DETENTION POND OUTLET STRUCTURE y GAS Gha� NEAT NEAT �,_6" / 19. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL. BE PROVIDED. AE. / SAW CUT SAW CUT L 20. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT Wits 294 _ - - - - _ �- ��p �t� { -r-= 5 GAS ----- GAS GArJ/rL°' BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. N4G a ! GG'E ` a�Ot.04� R32' PRIVATE SEWER ' TYPE "G� - EXISTING CURB & GUTTER TO 3" -12"x9" REFLECTIVE FINISH MESAL SIGN 21. FOR PURPOSES OF SIGNAGE, ACCESS AND NRA BLOCK 1, LOT 1 OF CAPROCK CROSSING PHASE 5 IS CONSIDERED A BUILDING PLOT - TO REMAINDER 1 EXPANSION A BE REMOVED - REPLACE STREET ' r JOINT NEAT SURFACING AS NEEDED 6" n 22. ALL ACTIVITIES EXCEPT THOSE ASSOCIATED WTH FUEL PUMPING MUST BE CONDUCTED WITHIN THE R68' 25° F�fRONT / % SAW CUT BUILDING. INCLUDING ICE AND VENDING MACHINES. -- SETBACK , t 23. WELLBORN SUD WILL PROVIDE INTERIM WATER SERVICE TO THIS PROPERTY UNTiL THE CITY OF i - iii5O!,PU COMMERCIAL DRIVEWAY DETAIL COLLEGE STATION SERVICE LINE IS IN PLACE 1 15' SIDE STREET' 10' PUE LIMITS OF DISTURBANCE � � �. � �.� � � GENERAL NOTES: N.T.S 2x2 GALVANIZED STEEL TUBE COLUMN SETBACK 11752/292 15' REAR �f SET IN CONCRETE FOOTING. PROVIDE r 3ALVANIZED STEED_ CAP WELDED TO DUMPSTER PAD i l II' ! i J �` \\ / TOP OF TUBE PAINT TUBE AND CAP. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Vi1RIFl1NG THE EXACT LOCATION OF ALL EXISTING SETBACK F °'WITH TALL , UNDERGROUND UTILITIES. NOTIFICATION OF THE U71UTY COMPANIES 48 HOURS IN ADVANCE OF t CONSTRUCTION IS REQUIRED. co l� 1 Y \� �p�� CREQJ FENCE ' E ' II 1 l \ EXISTING i ! ilk s 1 t I ( I 9! LOT his_ / \\ `\ *. ENCLOSURE N i -CITY OF COLLEGE STATION a'��+� y I I 1 t DiG TFSS: (800) 344-8377 ` --. r - - - - - - - - - - -294- - r - - - - - -. - - .._._ - - _ - � - � EXISTING � � BLOCK 1 � �� t qE €.. `' VARIABLE i � � I I � ) � 8" SEWER UNE � E X ATMOS ENERGY: 979) 774-2506 -Z93' _ WELLBORN SUD 29 ^� ?�, WIDTH PUE 4 N , II I / ' I SUDDEN LINK COMMUNICATIONS: (979) 595-2429 _ - - ' 16 WATER LINE- 2 7%% ACRES 11752/292 ' (I VE RiZON: {979} 821-4770 .r..�--•�..•� / \ Z - -- - �' S L- S - - 92- - -- - `- �� 292 m I I \ l / / - - I 1 1 2. TT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE _ - t \ / �' - 293 " - `` ' T S S sg-- ST -�- ST - - - _ �' - _ q� ( r, i f` L EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE ��`•"_ __ \�292- 3' MiN. 1. ALL CHARACTERS MUST BE fi0" INSTALLATION OF A CONSTRUCTION OUT AND SILT FENCE AS NECESSARY. r. 292 _ MINIMUM ABOVE GRADE OR SIDEWALK. ARkr UMi15 OF NG o \ _,.l 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT W -f6 W-16 i i r 1 OISTURBANCEy CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL \ n - - ,.,'' • W-16 W-16 -16 y Rl -- - - EVENT OF 1/2' OR MORE 1HE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE 1f Te' W a W-16 �-' y ��5 `� �� E \ /ry� - --241 J ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. vv r ADA SIGN DETAIL t� �6 \�1 /-L- - ,� l 1 ` " �-- p' krMG Sp R3' NTS 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDE S GENERAL PERMiT NO. TXR 150000 `4\ �i,2-3 IRRIGATION `"`^�� ACFS. w- p . yi` REQUIREMENTS FOR CONSTRUCTION SETTS. 25' FRONT / sLI:EVEs a 29 N >, �: y \ 1' So'59oV�1 108.6% aE- AE m 1�. SETBACK ~� rr`�' ¢ \ G 15' WELLBORN Sii•+.. � � --- L , - ---tG _.-- � � �Zgk--••-- --.-- L. 40 PUBUC WATER LINE EASEMENT �,h ,, ;... 3645/278 ` ACCESS EASEMENT // ry }t .= \ \ \ t 11752/292 PARKING / %a , ; ISLAND 3 322 SF \ N F 35 BRAZOS TEXAS LAND Y, \ rn°R �'�; ,=<.•� \ ` ,dam {{ r DEVELOPMENT, LLC \ \ rr 6 ( GREENS PRAIRIE CENTER qr "''',• ,>7 \ \ 1 CRrp® RESTAURANT c� PHASE 1 �.,:•.:� 0.037 ACRE ` UW RN // W/DRIVE-THRU 411 ra R2S 1 to +; 7. BLOCK 1, LOT 1 s r. . RIGHT-OF-WAY of n �L „ \ EXt TiN , _ _ __ % .. - _ _ ._. . _ .. _1. AG CT :� _ . ,n RE A _ DEDICATION � _ � _._. - _:, . ._. _ r� _ ! ATiON 11752/202! a I _si s �. 1 W .. i c h ZONED C REVIEWEur' FOR �.k F ! a a e a .. k� a i�- : z Q \� \g in fit M P 1,1 A W32 `K • 0, 111111 NOS 1111= .=1111 ]: � 111111= 1111: IX r • r �. 111111==11111X1 MITI TIL -=1 �,n.r r IllllX==11111X� Z w,rr II nl I s r.n e lX fla � . rs� �� �nllll_ I=!n ■ .� �fllll f n � rr ��II r ��`n� • � r. ILII r 7 w w r rlln 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 24" S. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SiTE. 4 1 n - 'd t` I! r l t C I - r _.=YT�itOF L� :�En „! D S,iE -'-En - r Fi e U , ,.N_ r,l.- IU':ET Ti?£_Si'AteDAsiGS O ' Ec 1 F N F S TION '7.] 0 ..,rli, :._.F'ii Il �. DEVELOPMi ARDit NCE E , N JP THE TlGHl SOURCE"SEiALI. NOT PROJECT -BELOW AN OPAQUE HCLSiNG AND NO FIXTURE SHALL DIRECTLY' PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUWM 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 36. PERMIT AND CERTIFICATE OF OCCUPANCY. 1 RK •; ; PROJECT T A A SIGN , I . J "a TBM 1 N 01 B 8443.49 •r„ • ;•,� : \ a 2 Q 4a AD • r � % .. �> 0 '.w•..,.�, o \. \PROrOSED FIRE E 357771OB.68 HYDRANT 1 \ j I CONVENIENCE STORE ! Try I� ELEV . 305.03' (COTTONSPINDLE) \ G r 02011 BIKE MACK DETAIL { rr ,.1 PROPOSED BUILDING SEWER SERVICE TBM 2 N: 101813 22 f r 1 STORY / 1 t S' I .420' PUE (fir E 3577289.94 / T ! 00 C5876/292�Idrw Ea IYiI ION \ �`•, / _ S' �• cy I ro � ° � ® f q � ELEV • 298 49 {COTTON SPINDLE ^299 �. i; " -- \ TOTAL= 6,600 Sir :v \ % N ' l \ DEV LOPM @lI SERV -296 ! 33. 24' MAX HEIGHT P 1 FILED' 5' WHEEL STOPS t ' s_• t \`4 •; ;:,• - r r 1 Ab..WHEEI STOPS SHALL BE CONCRETE ;U,` w ��x • :� �\ \ 20, (EYP•) I f I a � .'•,•� '�• i.��• - � •• ACCESSIBLE t t 24", _ m �`%.:t._ i. N 29 2-3' IRRIG liON. ROUTE R a I f 1/q•R 15' Q SLEEVES \`��✓ e \ EXISTING c. e ti°�� o BIKE RACK \'► ® V 00 ` \ 3" 3"R 1" " 5" . SIDEWALK Q'`' ! 3"R �•t .� �: ` \ ACCESS EASEMENT RETAIL \ \ k/, _ � J! � � � 1/4 R , 'LY(".{ ;, , �� .� \ 11870/204 SAR AAND 1 5 '? Y I I \ 1 ,,X..F :• ` 2 r 582 SE j / i ( l 3 PLAN VIEW __. �% PROPOSED Gam' \ J ~: / 6» is t3Af6 tt I !�� 'x>. ; t•. R20' 6' SIDEWALK \ `cC 3" 3' 3" 7 r \\ \ N �/ do k.� 9•A PARKING t, �S+ \ 8. 20' PUE • :>s :: �� i' i; `�k 2 y gp/�yy 2 SF 2 �9�j R°' 411;-352%292 I1' i 3' � CROSS SECTION ,ENL1 VIEyy l• `F'%� t: \ \ ' pa I ( -LU 4 BARS NOTE: ALL CURBS 6' IN HEIGHT BARS Sl EEt_ REINFORCING BARS * 4s ':� . ;.;! `EDy s ti s 3� g I I / / UNLESS Norm oTHERwISE 1, TBM 3 N: 10187992.85 ) j E 3577107.92 EIEV : 298.62' (IRON ROD) k •<• S PARIry �R Q' = 3j4." X 18' SMOOTH _ CONCRETE PAVEMENT ,Y :r Yom° > HG SP \t I I / TYPICAL CURB DETAIL ':� t' '.<; .. { AC a EXPANSION DOWElS r F µ, ._r.� =8 `� 23g ` ` `c SERVICES �`�� / \ \ N.T:S -� EXISTING CURB &-/ +�s \ , - 11 12S RATTLER S AT. _r`. --me 4�_•'? � X 1y �kryi ti SIDEWALK TO BE < *y ._,'d. '•., 6L �• ��'�;i. ,�. :. `-_ 1;.:;;,\\•...::\` \, ,: .:S\,5� � •�\a�.�:.�.\.;.:;;.; ,.�,.,:.�. ` `.;+i5'�}t*1F, ' SE4TBAC.K ,t� i : _`� .,;., ,:\ - �\'`•\ .r atN �k�..i�3 `1_5�'): 4Y- EllB6 ID � . 7I� .0o5)0�' 1AID�4 EIi II .1II }1 . ., LONGITUDINAL ;¢C TfON ELEREMOVD FOR PROPOSED ORSUD TURN LANE -WATER UNE EASEMENT PROPOSED 1.5" WATER WHEEL STOP DETAIL 3645/278 SERVICES /*/,;� , Nzz �0.�E YAP" T ' APROCK CROSS 10 RIGHT TURN (PVC) DECEL LANE PROPOSED Vii LIME STABILIZED SUBGRADE 6` WATERLINE SMACK VICINITY REQUIRED 2 OUTSIDE THE EDGE OF PAVEMENT) FIRE HYDRANT3t TOTAL AREA 2.777 ACRES EXISTING S EXISTING WATER C3'X-5n,.6n OR 8n AS SHOWN ON THE PAVEMENT PLAN WELLBORN SUD PUBLIC ACCESS s SERVICE (28 DAY STRENGTH - 3500 PS Q 3" WATER LINE EASEMENT(COPPER #'CADROCK CROSSING pHSE %511752/292 \1752/292 9, TYPE K) 8" PAVEMENT - 5 REBAR ®12" O.C.E.W. EXISTING LIGHT POLE & I ' NG s LOT ,<.•>^,=_•;r T,.� .�. . - /•�..<.�, „>..�.., .;;.� ..., �'w'-, ,:;;:i.....,r:�.,•i �;,'�. y �. ' I iIIL1III "II TER METERs . - , � \ aS , 7 BL `OCK ELECTRICAL SERVICE TO Spi86PAVEMENT _.i�- REBAR � R ACCESSIBLE BE RELOCATED 25-PRIVCROSS 2 TAPPING TURN LANE PAVEMENT- #4REBAR .� 18 O.C.E.W. ROUTEACCESS FoEMENT 1 DOMESTIC SADDLE VOL. �75dG.:2 94a CONCRETE PAVEMENT SHAH BE CONSTRUCTED PER _DETENTOAUGUSfUS BABILLE SURVEY A-752012 CITY OF BRYAN/COLLEGE STATION STANDARD ROJECT APONo COLLEGE STATION, BRAZOS COUNTY TE XA LOCA SSPECIFlCATiONS. EXISTING TION EXSTING SIDEWALK A 1' IRRIGATION Oo METERTYPICAL CONCRETE PAVING SECTION DRI1WAY SCALE: 1,- , 30MARCH 2014NT.S PROPOSED 8" 1.5"WATER - '`a, L,..1,\ u• � WATERLINE '! INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND #ISLAND AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F. 1 582 360 222 2 257 180 77 3 1 322 1 180 1 142 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 441 SF (192 SF REQUIRED) ANALYSIS: sERvlcEs (COPPER 11,,,r LANDSCAPE ISLAND`•`>Y; h'.p� TYPE K) TOTAL PARKING: 47 SPACES v;.y_L1.,. ? 'ro 1.:��; ,..:,:, i,.T, \ �I ( 1� OWNER DEVELOPER: SURVEYOR: PERIPHERAL PARKING 31 PAGES qRR `�' •�:. �.'• �T::.- `� \ 40,E F OWNER/DEVELOPER: i •',; 4 f . _ 4 BRAZOS BRAD KERR RLS TEXAS LAND RP1i 4502 I INTERIOR PARKING: 16 SPACES ";,-:?� IFS`� Gj •" 4. .� \ ,ti ) ` 10 PUE �' �,� GATE q �' JA I }d�; r_. gY 4, °4 11752 INTERIOR LANDSCAPE ISLAND REQUIRED s' 4 8090 -'r _•• < _ { L 1 a /292. 1 vaLVE DEVELOPMENT, LLC. KORR SURVEYING. LLC `�� .\ q TEMPORARY CURB C/O CAPROCK TEXAS 4 9 N. TEXAS AVENUE i' 16 SPACES X 12 = 192 SF mow' ,.t �'�G a,�a \ .^' � r • \ �+°' ,: 12"x6" TEE 0 14 2809 EARL RUDDER FREEWAY S. BRYAN. TX 77803 N/F `:r°-''• o , ``� g t l l �""" STE. 203 (979) 268-3195 I BRAZOS TEXAS LAND DEVELOPMENT y. �c<4:�;:wka �� �, ` , ' I COLLEGE STATION, TX 77845 LLC sem'; EXISTING DRIVEWAY 1 t, , 12" GATE TA O I. t ENGINEER: 19.466 ACRES �.;:';F,:..-,.,� ,.. \ VALVE C II (s79)3o7-0321 TO BE REMOVED g �: . TBM 3 \ \ yIENGINEERING, _ _ _._.._ _ .__ _ _.__. ____ SC ULTZ LL 8813/126 �`�'$ tri H 'C. 1 •, � � \ PO 80K 1995 COLLEGE STATION TX 77842 ZONED R `� `� ''n, �,�+ ;�``~` IN ET A � � l NOT PLATTEDN, (979)764-3900 ii I C THE SEAL APPEARING ON THIS j DOCUMENT WAS AUTHORIZEED BY :S TI : ; •. Ei 1 m e e ri n .LLQ DEVEN G DOYEN, , LICENSE NO. 109835 273-3 Longmire, Suite A MARCH 11, 2014. Coll age Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-270 FEB. 2014 s ty OF 71 �DEVEN L DOYEN ...:....................:... : 109835 �1 110 FIRM # 12327 SCHULTZ ENGINEERING, LLC 19- >2 S RATTLEP'S AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5: L.OT 1, BLOCK 1 - COLLEGE STATI0IV, TX SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-270 ACCESS EASEMENT VOWME & PAGE LIM THE SEAL APPEARING ON THIS j DOCUMENT WAS AUTHORIZEED BY :S TI : ; •. Ei 1 m e e ri n .LLQ DEVEN G DOYEN, , LICENSE NO. 109835 273-3 Longmire, Suite A MARCH 11, 2014. Coll age Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-270 FEB. 2014 s ty OF 71 �DEVEN L DOYEN ...:....................:... : 109835 �1 110 FIRM # 12327 SCHULTZ ENGINEERING, LLC 19- >2 S RATTLEP'S AT CAPROCK CROSSING CAPROCK CROSSING PHASE 5: L.OT 1, BLOCK 1 - COLLEGE STATI0IV, TX SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-270