Loading...
HomeMy WebLinkAboutDrawings...... . ... &a,K J CURRENT 20NING.- FUTURE PHASE C- I (COMMERCIAL) & OV (OVERLAY) (SEE NOTE 8 PER SUMMSION PLAT) LOT 234 COLLEGE SrA)7aV ARK LACE, L.P LOT 27 VOL8 2 PG!7 5.01 ACRES 524 ACRES 2436 N P1 MNFLA TO TIED UNPM70 1.1=20'4' 0 20' 40' 7l 20' WIDE PUE & 20' NDE PUE & PRIVA 7E ACCESS MSEMYff PRIME ACCESS E45NEW VOL. 10042, PG. 214 VOL 1092, PG. 292 1/2" IRS N 50*47'22"ErA84.82' 1/2IRS 4A F N 504722E ANGLE POINT IVDTH FIRE HYDRANT 86.22' VOLFLAC URRY 64SEHDff 115' BUILDING SETBACK EX15TI16 EL&ATI j V 10042, PG. 214 7T7 35.01 32 00 W W_ 0— F 3 RIM YH 21.00 ZX POWER 18NE LINE32 0 777 R 309.30 22.75' 2 z X 1i D( 12' WL 4- > 119r W/ INE . - �>[ CURRSff ZONING., 5x5 61 C-1 (Cmam) &I ov (0ably), RIAY D (SE A107E 8 PLN MOM RAT) D(, SIM, %EMMA=_. 13 321,50 Lor 17 I. ALL DIMMION5 ARE TO FACE OF CUM IRLE55 OMMSE N01M. J, I F77 9 T WIDE PUI =2b 5. 1,61 &W 4 UNRA IITY SEM,r allar sm FM�;a; LA 2. ALL 516H ARE PERMITIW 5EPARATEY. VOL 14 824 PG, III TX , 322, 5. INS LOT 15 PART OF DALDIWi PIM d) AS SWM ON THE PFRIMIRW 131G 321.50 PLAT OF THE TORR POW WWIVISIOK THE BUILDIN9 PLOT 15 FOR THE • RMIOSE Or- V -04W LRMAFIN5, RV 149N-�RE51MTIAL O. . .. ... ..... ........ ..... AMITEG1W)4_ 5TANPARM AS NnICABLE TO MLPIW PLOTS OVER 235 (ARI 5WAIRE fff:7, -CESS 20' NDE PRIVATE ACCESS 20' PRIVATE . ....... . . ..... .. &ISS .. .................... M61ff & PURIC,IfflUff PUBLIC FIRE LANE 4. ALL ROOF AND 6RaR"WM M6WICAL 150IMN SHALL BE XEYENr VOL 10042 PG. 214 PG, 2 II = ASOLE MH ANY 3) 50 AS NOT TO EL WMW MH VW OR WATI PROP058) 1RANTORMER ROLIC, Raff-OF4iAY OR RESIDWAL 015MT HTHIN 150'OF THE 225 Wo 120/205 210 5.F. 9&MT IAT, MEk%FM FRDM A POINT FIVE FEET AWVE 6RAVE SUCH cfORMERIII SCIM%N9.5WI 13E CDOWINAIE"D WITH THE BUILPINS ARCHITECTURE FRONT OF TRAN5 TO AHO 5(-q.E TO MAINTAIN A UNIFIED APMWWF- FA( E ROADHAY, 321h5 322.10 �TIO 322.000 METER TO BE MOUNTED ON ............... TRAP 321.bO OREA TRAN5FORMER. S. EXTERIOR BJRDIN6 AND SITE L16K WILL HEET THE STROARM CIF B/C 32150 10N 1.10 OF 11E UNIFIED MMIOPMW OROW&E. THE LieW 5EG, 10 ......... ..... 50INCE SHALL. NOT PWJErT BELOW M OPAQUE HMN5 AM NO T/G : ISLOCK J FIX ME %W1 DIRECTLY PWJr:CT I_I%IT HORIZONTALLY. FIXTUIZE5 HLL [— -201 ING3 . : : I * BE MMM IN SUCH A mAN*R -,eAT THE PRoxoEv cONE CURRUff Z23 20 ONING: 9b OF LIGHT PM NOT CROSS AW PROPHM LINE. G-1 COM ERG & OV tOWRL4 r) __J (SEE MOTE 8 PER SUBDMS104 RAyII ti 322.15 6. Mr C&i MADE To THE FLAK THAT HAVE NOT MER WoW:91W 13Y THE CITY 19 OF COLIE6E STA110K K)5T EE EXPLANED IN YOUR NEXT LO, �'J .......... . TMMTTAL LETTER NO TLWM' ON YOUR nj% MY AWITIONAL CHMM ON Vr-k PLANS THAE.1f CITY HAS NOT EIE MADE OF MW OF 1.08 ACRES 10,cn t WILL CONSTITUTE A 191 REVIEK may,, I CAn IV T11107 7. IRP16ATION 5YSTEM K6T BE BY EITHER A PRE59M 10, H.E. FOOTPRINT VA604 BFEAKER A FaVF-D PPL=aPE PPJNGIPLr- BACK FLOW MMCE, 3Zrn OR A VOMLE-CHEGIC BACK N-01 M PER C Tir PFE=322ho M.'MiCE, AND I%TAU.Ep I r ix OWINAWE 2N4. LU > 30 T/6, 322 327, 3.z pA :ffD AWTE6TW —WM BlG j22 13/6 322 50, INST&LATON A5 ftR OTY OFOINANGE 2344., 1, 17ACRES TX 323 AB 0 T 1 -0ak' 0 CK 3 Z�1) M H16H POINT q. TRACT 15 NOT WITHIN THE FFkA REML,11i1W I00• -YR H40MAIN RR .......... : " . * , * Ni �1 4=233 5. . "10 111 Q, IIS 10, :IVE. 48041GO201 0 4&AIC,205 P FV'M PANEL DATED HiRM q, 2000. I ........................ DOG.# 10. THIS PROPEIM 15 LiXATM K THIN THE 5MI46 GREM 9MTARY 5BIR 322,W TX 323 IWA6T FEE AREA -------------- �j 13/G 322 6/6322 X W� T/6 KNO IN 11. GROS%WX 75TM1PEP CM-R'ETE WITH 13111GIC PATT� Ol-bl` 23' 5EE 13/01, .30 NOTE 0 13 12. VESTINO 15 MW REGLIE5TEVTO T-OTON JAPA OF THE UDO. F/ 13. KNOX BOY L(XA110N AT EUILDIN9 15 FEMIRE9. LOCATION TO BE 4 VERIFIEWCOMINATED HTH FIRE DEPARTHW. HNHH HEIGHT 15 6 FEET MOM 6MW Ei"Allolt 322hO T/c, 322 9 T/G 323 16322.10 322M 14. THE LOT 15 5UI3-1ECT TO RMIPPOGAL ACCaS EA5EMW AS IRECOROW EXI BG 322 1.10 0/ 522.DO5 IN VOL. q3q2 Pa 16 OF THE OFFICIAL PUBLIC RWORM OF OW05 II I — 06/11 OL COM, TEXAS. 32A.50 &,6=Iq0 IA3=211 5,F. 0/6 321 t. Ii I < 21.4 9. 0 Y OF COLLEGE STA 77ON, Ims 5_ 322.10 E3/6 50 20' b7XITY EASEMENT 32130 30 CALLED 3.2621 ACRES .......... ........... 7_T IAR�&E Z� TCIHI 32 q W FX VPIS? 0 L! VOL 5282, PG 202 (CURRENCY IN THE PROCESS 1642 LO OF HONG "DONED) ILD/NG SEOCK TIG 322,80 E VIM 50 A2=452 S.E. II IAI=48b F. 20' WIDE SEMINOLE PIPELINE COMPANY v 1 VOL 4555, PG 294 T/c, 3 )ZIO T 3 2A0 TIG 23.10& II i 13/6 20 QAO f3/G ho PIN 20' NOE DEVON GAS SERVICES VOL 6096, PG 229 CMOs 20' PARKING SE75ACK EX amr msf& PIPE LIv ENERGY TRANSFER G Pla.7 LINE G G G t., G-- G TD? G ENERGY TRANSFER PIPE LINE 8( ENERGY MWST PIPE LIAEI D( G G AMUS Q45G �O BE—RED VERIFIED G— G G G ATMOS GC TO r.1 G G G G G-- G 8� 11RO VIRRID a, 0 pcF IRS i"Wr D( F FO ELM & RBER OPTIC 20.0' _E D(PP S 50'4722V-184.82' 323 /7 DR62 & RBER OP7C . ........... G- 9. UIV a4f F_ ---q GV- G G G-- G G G G G GEX TXU GAS '-'D( PP G- -24"W 24"W LX. TELE MH 24"W 24"W —24"W 1 9. 240 WL RIM J20.27 —24"W 24'W 24"W 24"W 0(. 2,4, WL 24$'W --24"W L Cfff OF COI LEGE STAMN, nW 20' UgUff EASEMENT CALLED 3.23'8 ACRE TRACT 2 VOL JW, PG 290 4: 5TATE H16HINA)" NO. 40,,oR.O.N. VARIES REVIEWED FOR ' \ COMPLIANCE M. P. F IT r -.,H PARKN., (7 DEC 0 6 2011 L COLLEGE STATION L ENGINEERING 4 7 SITE DATA '*--24!' 1/4'R — ZONING C-1 (COMMERCIAL) & OV;(OVERLAY DISTRICT ORDINANCE NO, 2911) 24" < 127 12' �90 1.17ACRES BUILDING SQUARE FOOTAGE 2,949 SF BUILDING HEIGHT 181-811 )CR TYPE V-8 PARKING REQUIRED 4 233 180 30 PS (2949 SF/100=29,49 PS) PARKING PROVIDED 45 PS 8 T_ T BICYCLE PARKING REQUIRED 4 P BICYCLE PARKING PROVIDED 4 P KNOX BOX 1/4-R-- 51 12* T 4S 11 3" UTILITY METERS 2 (1 -DOMESTIC; 1 -IRRIGATION) 9 A -R VR 1 (PUBLIC) WATER DEMANDS PER BCSUDG B. WASTEWATER DEMANDS PER BCSUDG MIN=18 GPM; AVG=56 GPM; MAX=70.25 GPM lea" 3 NOTE., 3 TYPE'G" EXPANSION JOINTS IN CURB & CUTTER 41 SHALL BE SPACED AT A MAXIMUM DISTANCE OF 6 #4 BARS 60' APART AND AT ALL RADIUS POINTS, P,VS AND BARS CONTINUOUS # NOTE: P.C.'S. TYPE *B* CONTRACTION JOINTS IN CURB & NO Y CLEAR TYP. 0 ==3/4' X 18" SMOOTH GUTTER SHALL BE SPACED AT A MAXIMUM EXPANSION DOWELS TYPE "G* EXPANSION JOINTS IN CURB & GUTTER DISTANCE OF 10' APART. SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.S AND P.C.'S. TYPE '13' CONTRACTION JOINTS IN CURB do GUTTER SHALL BE SPACED, AT A MAXIMUM DISTANCE OF 10' APART. TYPICAL COMBINED 241, Ill" DOWN CURB & GUTTER SECTION GUTTER SECTION 49, OTY EhYAN Tn 0" %in WL DATE BICS Ub JAN. 2009 STANDARt ocuL t»L ST1-01 ra OF G anva TA110 DATE JAN. 2009 B'ICS UN PIED STANDARNOTIETAIII. 0 CIF C MUMS TAM PIL STI -00 01 URE3 AND 6UT1 rER DETAIL (Ni) 044 LAYDOAN 6WO"'T"R 5ECTION (NT5) 1 I 'ONCRETE BASE COURSE TRAFFIC I AREA PCCP 1 , PAVEMENT (INCHES) (INCHES) Aerial Fire Apparatus Access Roads Option 1: A sign tnaelve inches (12") •wide and eighteen inches (18") In For all structures or portions of st tructures, including parapets and other obstructions to height shall be mounted Ili a conspicuous location at each entrance to the the roof of the building, exceeding 30 feet in heicht, an aerial Fire apparatus access road property. Such signs shall be twelve inches (I.Z"),Mde and eighteen inches shall be re wired aralle o D q p I t one entre side of the building t:i pr'ovide access to the roaf of (13") hiyh, with a companion sign helve Inches (12") wide and sig inches the structure. Aerial fire apparatus access roads shall be a 26 feet in"Tow - LIGHT 6 minimum of �-'Idth (6") high stating -Away Zone". Such signs shall be painted on a white and be located within a minimum of 15 feet and maximum or 30 feet from tire buildin back?round with symbols,letters and border in red, ,DUTY Overhead utilities shall not be located within all aerial fire apparatus access road. .... . .. . I. N Fire Lane Markings All curbs and curb ends shall bepainted red with four inch (4") white lettering stating "FIRE LANE - No PARKING -TON! AWAY ZONE". Wording may not be spaced more than V, fifteen feet (15') apart. 7.. FIIEAVY DUTY 6 ,are s where fire lanes are In required, but no continuous curb Is available, one of the fol owing methods shall be used in conjunction with the curb markings to indicate that the fire lane Is continuous: Option 2: From the point the tire lane begins to the point the nre, lane --NGINEERIN STUDY PROVIDED BY: GEOTECH ICAL E ends, Including behind all parking spaces which adjoin a file lane, shall be marked with one continuous eight Inch (8") red stripe painted on the drive KLEINFEL ER CENTRAL, INC' TBPE REG. No. F-5592 surface behind the parking spaces. All curbing adjoining a fire lane must be painted red. Red stripes and curbs will contain the warding "FIRE LANE - NO PARKING - TON AWAY ZONE", painted In four inch (4") white letters. PAVEMENT MD SURFACING EXCEPT AS, OTHERWISE PROVIDED, ALL OFF-STREET PARKING ARES, INCLUDING DRIVE AISLES, ..... ... DRIVEWAY"' AND PARKING STALLS, SHALL BE ONSTRUCTEbMTH \.MINIMUM ALLOWABLE PARKING ......... LOT PAVEMENT OF ONE OF THE IG �IITIONS: FOLLOW11 0 ............ .... ...........>.,:.:...., *CONCREII� MINIMUM OF FIVE INCHES (5 THICK' REINFORCEM:NT WITHIN THE CONCRETE SECTION is i i *.... . ............. SHALL CONSIST OF NUMBER FOUR (#4) BARS( ONEIGHTEEN INCH 18" CENTERS, CENTERED WITHIN THE M PAVEMENT THICKNESS. In those cases where curb markings are. not possible or where signs would, in the Fier Marshal's opinion, work more effectively, the Fire Plarshat may require signs In lieu of curb markings, 0 1 R"EL A NE" 5 T R I P E T5) P' ITE P�,\/IN6 5ECTION GONCKLU (NTS) 61 DIAL 6-L. TUBE PILLED U 0:;NC. 6' a,,d, end a, TWICK FCC BLAS Wl TO 6A 10ANTRP 6,t6'-IU14xWI4 WIUJI. GATO (WX RJ 14'-0' ON 6'2 GRAVEL BASS 001", 121.01 CLP - 72 5. d 5t f. z. x.. ii.- a mm Ij ls�tf �7_ CONST. JOINTS 0 10'-0* Or— 14'-0' 4 PROVIDE P! LOWi W I.V. Plies EPaEippmo IN c4c;Ncf;?pTr= POR CANEDOLT(TOTAL OFI 3) 04X MBAR EAr-W 9V eP IT PACE C:MU ALL REQUIPED CONTAINER AND DUMPSTER PAD SHALL BE CONSTRJICTED OF CONCRETE MINIMUM 2V� SIX INCHE` (6') THICK. THE REINFORCEMENT WITHIN THE CONCRE-ri SECTION SHALL CONSIST OF NUMBER FOUR (#4) BARS ON EIGHTEEN INCH 18 CENTERS,• ENTERED WITHIN THE PAVEMENT THICKNESS. DEA- 05 E31K'tl:m RACK mr MIL 06) OUMP5TEREN�'L 5URE PEI I -N NTS) 0 SITE DATA ISLAND ZONING C-1 (COMMERCIAL) & OV;(OVERLAY DISTRICT ORDINANCE NO, 2911) SITEAREA 1.17ACRES BUILDING SQUARE FOOTAGE 2,949 SF BUILDING HEIGHT 181-811 CONST. MATERIAL TYPE TYPE V-8 PARKING REQUIRED 4 233 180 30 PS (2949 SF/100=29,49 PS) PARKING PROVIDED 45 PS 8 43 STANDARD PS & 2 HC PS BICYCLE PARKING REQUIRED 4 P BICYCLE PARKING PROVIDED 4 P KNOX BOX 1(@ BUILDING) UTILITY METERS 2 (1 -DOMESTIC; 1 -IRRIGATION) FIRE HYDRANT 1 (PUBLIC) WATER DEMANDS PER BCSUDG MIN=14 GPM; AVG=35 GPM; MAX --54 GPM WASTEWATER DEMANDS PER BCSUDG MIN=18 GPM; AVG=56 GPM; MAX=70.25 GPM ................... ................................... INTERIOR ISLAND CALCULATIONS ............. % ............ ............................................ ... ............ ................................. AREA=300SF; ((25 INTERIOR SPACE/15)*1-80SF)=300SF ISLAND AREA(SF)JEND ISLA N D(S—F) IIVTERIbR ISLAND (SF) 1 486 180 306 2 452 180 272 3 277 180 97 4 233 180 53 5 263 180 8 6 190 180 14 7 210 180 3 8 253 180 73 9 425 180 245 TOTAL INTERIOR ISLAND 1169 I ATION MAP CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE' JOB SITE AND N�IME TIFY THE ARCHITE:CT OF ANY N SIONAL ERRORS. 01-AISSIOOR DISCREPANCIES SEFORE EGIN N MC CR FASRICATIN�3 AN OWNERSHIP OF ALL ABUTIING PARCELS: COLLEGE STATION MARKETPLACE L.P. I P, BONING OF ALL ABUTTING PARCELS- C- (COMMERCIAL) & OV(OVERLAY DISTRICT y ORDINANCE NO.2911) VVERALL SITE PLAR-i- AL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWINGTHESEPLANS, THE CITY MUST RELY UPON THE ---- EQUANCE OFTHEWORK OF THE DESIGN ENGINEER. REVISIONS DATE ............. I ............ ................................ .... ....... DATE ISSUED: 12/01/2011 ... ..................... ............. . ................. . ...... ISSUED FOR: CITY UrAV I r3FLIL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 98086 THIS DRAWING MAY NOT BE MODIFIED WITHOUT ............................ .............. ......... . I THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, ......... . .............. .................. . ...... AND THEN ONLY IN ACCORDANCE WITH THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT. '77 h E, UvuD ENCRINE ER100 ASSOCIATES One Chisholm Trol, Suite 5200 Round Rock, TX 78 81 I ,hone (512) 2d.4-1546 ,ax (512) 244-1010 www;heo.eng.pro TBPE Registration No. F-12709 JOB NO. 2011-0121 @2011HEA, inc. PROJECT NO, 2011-0211 F CAD FILE 11-021SF�i ...... DRAWN BY RW < % CHECKED BY EBM DATE: 12-01-2011 .................................. SCALE: AS NOTED, ERICKSON B. MET E ........... . . CL 086 4,ft. I. /ONAL P DWG 3 OF T OWNERSHIP OF ALL ABUTIING PARCELS: COLLEGE STATION MARKETPLACE L.P. I P, BONING OF ALL ABUTTING PARCELS- C- (COMMERCIAL) & OV(OVERLAY DISTRICT y ORDINANCE NO.2911) VVERALL SITE PLAR-i- AL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWINGTHESEPLANS, THE CITY MUST RELY UPON THE ---- EQUANCE OFTHEWORK OF THE DESIGN ENGINEER. REVISIONS DATE ............. I ............ ................................ .... ....... DATE ISSUED: 12/01/2011 ... ..................... ............. . ................. . ...... ISSUED FOR: CITY UrAV I r3FLIL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 98086 THIS DRAWING MAY NOT BE MODIFIED WITHOUT ............................ .............. ......... . I THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, ......... . .............. .................. . ...... AND THEN ONLY IN ACCORDANCE WITH THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT. '77 h E, UvuD ENCRINE ER100 ASSOCIATES One Chisholm Trol, Suite 5200 Round Rock, TX 78 81 I ,hone (512) 2d.4-1546 ,ax (512) 244-1010 www;heo.eng.pro TBPE Registration No. F-12709 JOB NO. 2011-0121 @2011HEA, inc. PROJECT NO, 2011-0211 F CAD FILE 11-021SF�i ...... DRAWN BY RW < % CHECKED BY EBM DATE: 12-01-2011 .................................. SCALE: AS NOTED, ERICKSON B. MET E ........... . . CL 086 4,ft. I. /ONAL P DWG 3 OF I BLOW J CURRENT ZONING: / fM PNASE 0-1 (COMMERCl4L) & OGS (OVERLAY) � (SEE NOTE 8.). LOT 2JA C0LLE6ESTATION ARKEPLACE, LR LOT 27 5.01 ACRES VOL 827 PG. 111 5.24 ACRES UNPLATTED UMPL, TO UNPLATTED 1/2® IRS N NT471221-184.82' 1/2' IIS N 50'4722T ANGLE P 86.22 Now a REEF— '�. 20 0 40 SCALE: 1" = 20'-0" LANDSCAPE NOTE6.• I. Ad's t rri gate on system will be Installed by a Li canoed Irrigator. A detailed I rri gat[ on des( gn wl Il be submi tted for rev[ ew pri or to i ssuance of the perms t. 2. The i rri gati on system must be protected by el Cher a pressure vacuum breaker, a reduced pressure pri no[ ple backflow devi ce, or a double-check backflow device and Installed as per CI ty Ordl nance 2394. 3.. All bAckflow devi ces must be i nstalled and tested upon i nota llati on per Cl ty Ordlnance 2394, 4. The Owner shall maintain and preserve the Landscape and Streetscape in accordance with the approved Flan. Replacement must occur within 45 days of not[ ff cats on by tie Cl ty of College Stats on Admi ni strator, Replacement material must be of similar character and the same or higher point total as the dead or removed landscapi ng, 5. Trees are measured on a single cane at 12" from grade. 6. 100% coverage of groundcover, decorative pay[ ng, decorative rock (not loose), or a perenni a I grass i s requ[ red i n parki ng lot I stands, swa les and dra[ nage areas, the parki ng lot setback, ri ghts-of-way, and adj acent property disturbed during construction. Jai �.. • i•i�s, Cr lert�5rr-•� ,�ss�+'— -t a R+l stared Landscape Arcfit tect 5tate..of Texas, M933 m -•tL h _- I7L YALUE POINTS COMMON NAME _. _ SIDE; SPACING 4 C 2 ISO 3 QIERCUS VIRGIN �� X LIVE OAK z 0 2i/2�' CALIPER, 10' H rf'•311 CALIPER 6 y Q.+X'p�jm cr Q�OO� 21/2" C4. IFER, b' H V.SPR, 46 GALLON Q(+'� morn CURRENT ZONING.• 2'/2° CA IPER,10' H U,Z�� M< C-1 (COMMW14) & OV (OVERLAY) ILEX VOMITORIA 6 IStsm (SEE NOTE 8.) SHRUBS - 1 GULF MINLY ' - - LOT 17 1.51 ACRES UNPLATTED Is yy "AX MY TLE' 1 DASILIRION TEXANUM COLLEGE STAWN MARKETPLACE, L.P, LL -15 LOR TALUM \s+ rfol W7 1 ., 30 GAL I ON, A6 5H 4o -CAROL NA JASMINE ` 1 ISO -BURFORRD HOLLY 0+AR 1 • IBUFFORD HOLLY `` , 5 GALL f 36f1 O.C. 26 -6 DWA YAUPON MYRICA PUSILLA JV 0 -I° TRE YAUPON IL j VOMITORIA 5 GALLbN, 36'1 O.C. 2 40 80 z> aw 2° CALIPER 23# LOROPETALUM LOROPETALUM CHINESE 'BURGUNDY' 5 GALLb36" O.C. 54MB PLANTING 32 204 10 204 PLAIT LIST MITITIES SPECIES 4 YUCCA RECURVOLIA 5 GALLON, 36" O.C. 42 (5 GA.LON MINIMUM) 5 GALLON, 36" O.C. 34 DWARF YAUPON r 4310 S t REETSCAPE , 12 (Vol L.F.M) X 300 POINTSF; I= POINTS MISCANTHUS SINENSIS 'ADAG101 161 L.P.125 = 6.6o TREES: (NC)TED WITH 'S' IN SYMBOL) FONTS MR PROJECT AMA MEX. BUSH SAGE 5065 S.F OF SITE AREA 5 GALLON, 36" O. C. (50965 S.P-A ) x 60 F'd 'T5 s 3 is DOINTS j TOTAL POINTS M011RED: 140519 LANDSCAPE REQUIREMENTS TOTAL POINTS PROVIDED.- 4310.0 PERENNIALS 4 GROUNDCOVER6 NOTE.- YESTWs IS BEING REdSSTEP TO CTION -1.91=.4 a THE UDO (SCA EENI%s WIN BERM AT 1404WAY 1 ) ROSMARINUS 'PURNEAUX HARDY' I GALLON, 24" O.C. 19 HAMELN GRA -55 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' i GALL(2, d, 24" 0. C. 32 FEATHER GRA65 i•rlurtib■■■u�■■r ■t w� �'� ..... I GALLON 24" O.C. 20 GOLD LANTANA LANTANA X 'NEW GOLD' I GALLON, 2411 O.C. 21 CHERRY SAGE I ■■ii■1'■t.■O■t■■I.rai''�(y.�� 1 24" D. " 33 SKULL CAP 5CUTTELARIA SUFFRUTE6CEN6'PINK' _GALLON, i GALLON, 24" O.C. 89 PURPLE LANTANA �c■u■o 1 Ill GIANT LiRIOPE LIRIOPE MUSCARI 'GIGANTEA' I GALLON, IS" O.C. 16 CAROLINA JASMINE GELSEMIUM 6EMPERVIREN6 I GALLON, STAKED, AS SHOWN LAWN f' BERMUDA SOD CYNDON DACTYLON 'TIFWAY 419t SOLiD 6;0D or a)y�p�Y,-.{q�Il�y�#�i'�YTy1��1.. WPM", +�Ji�Y�.I�� 1G�'"�"r ter• w �A�l 01 At 7 ,may 111��� n'-• "R"%�•�t��u► ' 11i � 1 1 a 1 �! 15 WAX MYRTLE y� 1►"�1�/�i1���i��� l 1, 17A ORES _ WINIUMM M __ I�SAGO PALM .■�: y. �i �V�L�ii•�+��, �' ��1!�T:lp�Jo,.:6Lil�.a��t i���� W 0 L IF 20 0 40 SCALE: 1" = 20'-0" LANDSCAPE NOTE6.• I. Ad's t rri gate on system will be Installed by a Li canoed Irrigator. A detailed I rri gat[ on des( gn wl Il be submi tted for rev[ ew pri or to i ssuance of the perms t. 2. The i rri gati on system must be protected by el Cher a pressure vacuum breaker, a reduced pressure pri no[ ple backflow devi ce, or a double-check backflow device and Installed as per CI ty Ordl nance 2394. 3.. All bAckflow devi ces must be i nstalled and tested upon i nota llati on per Cl ty Ordlnance 2394, 4. The Owner shall maintain and preserve the Landscape and Streetscape in accordance with the approved Flan. Replacement must occur within 45 days of not[ ff cats on by tie Cl ty of College Stats on Admi ni strator, Replacement material must be of similar character and the same or higher point total as the dead or removed landscapi ng, 5. Trees are measured on a single cane at 12" from grade. 6. 100% coverage of groundcover, decorative pay[ ng, decorative rock (not loose), or a perenni a I grass i s requ[ red i n parki ng lot I stands, swa les and dra[ nage areas, the parki ng lot setback, ri ghts-of-way, and adj acent property disturbed during construction. Jai �.. • i•i�s, Cr lert�5rr-•� ,�ss�+'— -t a R+l stared Landscape Arcfit tect 5tate..of Texas, M933 m -•tL h _- I7L YALUE POINTS COMMON NAME _. _ SIDE; SPACING 4 C 2 ISO 3 QIERCUS VIRGIN ANA X LIVE OAK z 0 2i/2�' CALIPER, 10' H rf'•311 CALIPER 6 y Q.+X'p�jm cr Q�OO� 21/2" C4. IFER, b' H V.SPR, 46 GALLON Q(+'� morn CURRENT ZONING.• 2'/2° CA IPER,10' H U,Z�� M< C-1 (COMMW14) & OV (OVERLAY) ILEX VOMITORIA 6 IStsm (SEE NOTE 8.) SHRUBS - 1 GULF MINLY ' - - LOT 17 1.51 ACRES UNPLATTED Is yy "AX MY TLE' 1 DASILIRION TEXANUM COLLEGE STAWN MARKETPLACE, L.P, LL -15 LOR TALUM y VOL 8274, PG 111 UNPLATTED 30 GAL I ON, A6 5H 4o -CAROL NA JASMINE ` 1 ISO -BURFORRD HOLLY 0+AR ill IS CRASSPOLIA IBUFFORD HOLLY `` , 5 GALL f 36f1 O.C. 26 -6 DWA YAUPON MYRICA PUSILLA JV M IRIS . h orr YALUE POINTS COMMON NAME i L114OAK SIDE; SPACING 4 C 2 ISO 3 QIERCUS VIRGIN ANA X LIVE OAK z 0 2i/2�' CALIPER, 10' H rf'•311 CALIPER 6 y Q.+X'p�jm cr Q�OO� 21/2" C4. IFER, b' H V.SPR, 46 GALLON Q(+'� morn ULMU6 CRA5SiFOLIA 2'/2° CA IPER,10' H U,Z�� M< ,OAK ILEX VOMITORIA 6 IStsm X F4 SHRUBS RCAS IR Is M( DASILIRION TEXANUM 1112' ;CALIPER i LL Pu) SAGO PALM CYCAS O REY LUTA 30 GAL I ON, A6 5H ELM I* 1 ISO 1050 0+AR ill IS CRASSPOLIA IBUFFORD HOLLY `` , 5 GALL f 36f1 O.C. 26 2t'a n CALIPER MYRICA PUSILLA JV 0 -I° TRE YAUPON IL j VOMITORIA 5 GALLbN, 36'1 O.C. 2 40 80 z> aw 2° CALIPER 23# LOROPETALUM LOROPETALUM CHINESE 'BURGUNDY' 5 GALLb36" O.C. 54MB PLANTING 32 204 10 204 PLAIT LIST MITITIES SPECIES 4 YUCCA RECURVOLIA 5 GALLON, 36" O.C. 42 (5 GA.LON MINIMUM) 5 GALLON, 36" O.C. 34 DWARF YAUPON 'TOTAL POINTS FROVIPW 4310 S t REETSCAPE , 12 (Vol L.F.M) X 300 POINTSF; I= POINTS MISCANTHUS SINENSIS 'ADAG101 161 L.P.125 = 6.6o TREES: (NC)TED WITH 'S' IN SYMBOL) FONTS MR PROJECT AMA MEX. BUSH SAGE 5065 S.F OF SITE AREA 5 GALLON, 36" O. C. (50965 S.P-A ) x 60 F'd 'T5 s 3 is DOINTS j TOTAL POINTS M011RED: 140519 LANDSCAPE REQUIREMENTS TOTAL POINTS PROVIDED.- 4310.0 PERENNIALS 4 GROUNDCOVER6 NOTE.- YESTWs IS BEING REdSSTEP TO CTION -1.91=.4 a THE UDO (SCA EENI%s WIN BERM AT 1404WAY 1 ) M IRIS . h DI 1118 iii — ._---. .._-....._ .. )�2 GI T LIRIOPEcc CA - w COMMON NAME �m SIDE; SPACING 4 C Z TREES LOROPETALUM - - X LIVE OAK z 0 2i/2�' CALIPER, 10' H ., 5' SPR., 45 GALLON 6 y Q.+X'p�jm cr Q�OO� 21/2" C4. IFER, b' H V.SPR, 46 GALLON Q(+'� morn ULMU6 CRA5SiFOLIA 2'/2° CA IPER,10' H U,Z�� M< 04 ILEX VOMITORIA m r Q O1 Q,114, N If) �C<n X F4 SHRUBS U_ Is M( DASILIRION TEXANUM 30 GALION, A5 6—P—C LL Pu) SAGO PALM CYCAS O REY LUTA 30 GAL I ON, A6 5H w W° I* PRIDE OF BARBADOS CAESALPINIA PULCHERRIMA EE _j 24 IBUFFORD HOLLY `` , 5 GALL f 36f1 O.C. 26 WW MYRICA PUSILLA JV 0 GULP MUHLY MUHLENBE%IA CAPILLARIS 'REGAL MIST' 5 GALLbN, 36'1 O.C. 16, MOREA IRIS z> aw M IRIS . h DI 1118 iii — ._---. .._-....._ .. )�2 GI T LIRIOPEcc CA - w COMMON NAME 150TANICAL NAME SIDE; SPACING 4 C ITiON TREES LOROPETALUM - - 2 LIVE OAK =� PUWLE LANTANA .... 2i/2�' CALIPER, 10' H ., 5' SPR., 45 GALLON 6 _ _ QUERCUS SHUMARDIi 21/2" C4. IFER, b' H V.SPR, 46 GALLON SAGO PALM -9-PURPLE R' ld 1 0 GIANT LIRIOPE i y ♦ -'.If 14OLLY I-MOREA IRIS iI��1111� ; NOA- •I d _,� :.+� ��.:`�•�,:1�'}ryl°!A`t�" =i i •._� A•. �aM/i+l �iv6�a, .1�*r/rh.•.r.rt.!�.'AC s:F /� t . �:'t � -. �: �i +=�.-'':�.irt �. �;j" I `i rt.. _ ar, 'v iM�v_i � •tttY;w,Yi-;.i'i "' .:. I��II{c•,.�.�.�.�'�e "•:� ���` ® _ _ y Now. Tun1C--�---- ... f�WJ`� �■ ,--.Irma. �� _—_.rtwr NONE._. >.W 24",Vit' 24j W r�r - 24"W 24"W 24"W V _ 24"W 24"W G 24"W oPnC 24• RIM >t. I S, 3 R�OSEMAi Y 12 MAIDEN i ROSES = 1 JXAS S 11 GOLD LANTANA i0 SKULLCAP 3 ROSE ICY R ETOL 1DE ADi� 13'I=E TNER QW -5 5 CHERRY SAGE STATE HIGHWAY NO. 40NR,O.W. VARIES (W. D. FITCH PARKWAY) G G G G GAS IIAO LX G G � x G 24R 24"W 24"W OP77C Ex (2/4A FIC FL NTL I ST . h DI 1118 iii FL NTL I ST DI 1118 iii OTY. COMMON NAME 150TANICAL NAME SIDE; SPACING 4 C ITiON TREES 2 LIVE OAK QUERCUS VIRGINIANA 2i/2�' CALIPER, 10' H ., 5' SPR., 45 GALLON 6 RED OAK QUERCUS SHUMARDIi 21/2" C4. IFER, b' H V.SPR, 46 GALLON 1 CEDAR ELM ULMU6 CRA5SiFOLIA 2'/2° CA IPER,10' H ,, ., 5' SPR:, 45 GALLON 2 TREE YAUPON ILEX VOMITORIA 2" CALi �,IER, 6' HT., ' SPR•, MULTI -TRUNK, 30 GALLON SHRUBS Is SOTOL DASILIRION TEXANUM 30 GALION, A5 6—P—C 6 SAGO PALM CYCAS O REY LUTA 30 GAL I ON, A6 5H Y +I I* PRIDE OF BARBADOS CAESALPINIA PULCHERRIMA 5 GALL A6 SHO 24 IBUFFORD HOLLY A, 5UR ILEX CORNUTFOR DII 'NANAI , 5 GALL f 36f1 O.C. 26 WAX MYRTLE MYRICA PUSILLA 5 GALLON, 36" O.C. 26 GULP MUHLY MUHLENBE%IA CAPILLARIS 'REGAL MIST' 5 GALLbN, 36'1 O.C. 16, MOREA IRIS DIETES 51COLOR 5 GALLON, 36" O.O. 23# LOROPETALUM LOROPETALUM CHINESE 'BURGUNDY' 5 GALLb36" O.C. 32 ROSE ROSA 'R2ADR ` P"1836 (KNOCK -OUT) 3 GALLON -,'36" O.C. 3 SOFTLEAP YUCCA YUCCA RECURVOLIA 5 GALLON, 36" O.C. 42 TEXAS SAGE LEUCOPHYLLUM FIRUTESCENS 'SILVERADO' 5 GALLON, 36" O.C. 34 DWARF YAUPON ILEX VOMITORIA NANA 5 GALLON, 30" O. C. 12 MAIDEN GRASS MISCANTHUS SINENSIS 'ADAG101 5 GALLEIN, 36" O.C. 6 MEX. BUSH SAGE SALVIA LEUCANTHA 5 GALLON, 36" O. C. *PLANTS NOT ON CITY OF COLLEGE STATION APPROVED PLANT LIST AND NOT COUNTED TOWARDI LANDSCAPE REQUIREMENTS PERENNIALS 4 GROUNDCOVER6 6 ROSEMARY ROSMARINUS 'PURNEAUX HARDY' I GALLON, 24" O.C. 19 HAMELN GRA -55 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' i GALL(2, d, 24" 0. C. 32 FEATHER GRA65 STIPA TENUISSIMA I GALLON 24" O.C. 20 GOLD LANTANA LANTANA X 'NEW GOLD' I GALLON, 2411 O.C. 21 CHERRY SAGE 5ALVIA GREGGII `PINK' 1 24" D. " 33 SKULL CAP 5CUTTELARIA SUFFRUTE6CEN6'PINK' _GALLON, i GALLON, 24" O.C. 89 PURPLE LANTANA LANTANA X 'TRAILING PURPLE i GALLON, 18" O.C. Ill GIANT LiRIOPE LIRIOPE MUSCARI 'GIGANTEA' I GALLON, IS" O.C. 16 CAROLINA JASMINE GELSEMIUM 6EMPERVIREN6 I GALLON, STAKED, AS SHOWN LAWN f' BERMUDA SOD CYNDON DACTYLON 'TIFWAY 419t SOLiD 6;0D f.. �j- N3 g.`'vb DI 1118 iii e� I f.. �j- N3 g.`'vb NOTE: PRUNE DEAD BRANCHES A5- DIRECTED SDIRECTED BY LANDSCAPE ARCHITECT SET TOP OF ROOT CROWN 1" TO 2"A5OVE FINISH GRADE REMOVE TOP I/3 OF BURLAP AND ALL WIRE/STRING 3" HARDWOOD MULCH, REF. 5PEC51--\ INSTALL TREE PING OVER SEAM OF \ EXISTING GRADE AND ADD 5ACKFILL MIX 5ACKFILL MIX, REF. SPECS. ARBOR BRACE STAKING SYSTEM, ITEM# ATG—R (305)992-4104 1 to t -N: zm o n' MCA aoo N UQDy m¢o'�t oF� cv O�NCVX [5Z UP(</> •X O�iQuj U. a� U I p III i?V) z CUlz L jjj 0 o 2 v! n> r0 .�/ Q LZ L1 1 NOTE: PRUNE DEAD BRANCHES A5 DIRECTED BY LANDSCAPE ARCHITECT SET TOP OF ROOT CROWN 1" TO 2 "A80 — FIN15H GRADE REMOVE TOS' 1/3 OF BURLAP AND ALL WIRE/5TRING 3" HARDWOOD MULCT, REF. SPECS, INSTALL TREE RING OVER SEAM OF EXISTING GRADE AND ADD 5ACKFILL MIX BACKFILL MIX, REF. SPECS. ARBOR BRACE STAKING SYSTEM, ITEM# ATG—R (305)992-4104 Multi -Trunk 'Tree Plantin SECTION C% gU S� 7c I _ ..�I 0 i NOTE.- ALL PLANTS SHALL:PE INSTALLED W1 TRIANGULAR , SPACING AS NOTED IN PL.ANn LIST 1/S"X4', 6TEEL EDGING — i2" DEPTH 01= OR OTI'l EDGE PLANl MIX RESTRAINT SEE PLAN _(MINIMUMI) - SCALE NONE AND SPECS. 3" DEFT4 OF MULCH V will _ C I( � A e� - - - 0 77 =1 11=1(1=1 I I -C 11-1 I I-1 11 I I 1=1 I I I I 1=1 11=1 11 o I{ I� II 11—1 11=1 I 111.=1(,l'1 I I— Q S roundcover Plant n SECTION SCALE : NONE SCALE : NONE CONCRETE CURS AT PAWINS SPACE (5Y GLEN AL CONTRACTOR) I/S I STEEL EDGING 1511 DEPTH, l TINUOUa IBED OR OTHER EDGE SDDED HARDWOOD MULCH RESTRAINT SEE PLAN PREPARSOIL MIX AND FERTIE IXER (SEE $PEGS. ) 2'-0'1 ate' CLEAR - L p'�so ?rw+, F( CAR t 1b ,, , y�. I � Q , o� OVERHANG --` =III 'y•..:•:.:.•'•.:.+;•< III=I111 11151 oll TO FACING FER PLAN CENTER OF BHRUE� i Shrub Plantin g! at 'Parking (' SCALE NONE o.0 cd CCL-- I NOTE: PRUNE DEAD BRANCHES A5 DIRECTED BY LANDSCAPE ARCHITECT SET TOP OF ROOT CROWN 1" TO 2 "A80 — FIN15H GRADE REMOVE TOS' 1/3 OF BURLAP AND ALL WIRE/5TRING 3" HARDWOOD MULCT, REF. SPECS, INSTALL TREE RING OVER SEAM OF EXISTING GRADE AND ADD 5ACKFILL MIX BACKFILL MIX, REF. SPECS. ARBOR BRACE STAKING SYSTEM, ITEM# ATG—R (305)992-4104 Multi -Trunk 'Tree Plantin SECTION C% gU S� 7c I _ ..�I 0 i NOTE.- ALL PLANTS SHALL:PE INSTALLED W1 TRIANGULAR , SPACING AS NOTED IN PL.ANn LIST 1/S"X4', 6TEEL EDGING — i2" DEPTH 01= OR OTI'l EDGE PLANl MIX RESTRAINT SEE PLAN _(MINIMUMI) - SCALE NONE AND SPECS. 3" DEFT4 OF MULCH V will _ C I( � A e� - - - 0 77 =1 11=1(1=1 I I -C 11-1 I I-1 11 I I 1=1 I I I I 1=1 11=1 11 o I{ I� II 11—1 11=1 I 111.=1(,l'1 I I— Q S roundcover Plant n SECTION SCALE : NONE SCALE : NONE CONCRETE CURS AT PAWINS SPACE (5Y GLEN AL CONTRACTOR) I/S I STEEL EDGING 1511 DEPTH, l TINUOUa IBED OR OTHER EDGE SDDED HARDWOOD MULCH RESTRAINT SEE PLAN PREPARSOIL MIX AND FERTIE IXER (SEE $PEGS. ) 2'-0'1 ate' CLEAR - L p'�so ?rw+, F( CAR t 1b ,, , y�. I � Q , o� OVERHANG --` =III 'y•..:•:.:.•'•.:.+;•< III=I111 11151 oll TO FACING FER PLAN CENTER OF BHRUE� i Shrub Plantin g! at 'Parking (' SCALE NONE 24" - 1/4-F! is" BLOW 3 CURRENT ZONING: 12~ 12* FURIRE PWE 0-1 (C0MMV?C14L) & OV (OVERLAY) 7g R (SEE M07E B PER SURD0108 PLAT) T1/4X' R !'R- WR 4 LOT 23A COLLEGE STATION J (AR"LACE, LA LOT 27 127 501 ACRES VOL 8274 PG. 111 5.24 ACRES 2436 ary------ UNPLAMED UNP L) T70 UNPLA77E0 AMR. M 7 3' 5" 7 T NOTE- 14erTr 3" TYPE '0' EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF '_44 BARS CONTINUOJS 0 20' 40' 0 =#4 BARS 60' APART AND AT ALL RADIUS POINTS, P.T.'S AN i ITNOTE P.C.'S. TYPE 'B' CONTRACTION JOINTS IN CURB & AND r CLEAR TYPE '0" EXPANSION JOINTS IN CURB & GUTTER 0 ==3/4!' X 18- SMOOTH GUTTER SHALL BE SPACED AT A MAXIMUM EXPANSION DOWELSDISTANCE OF 10' APART. SHALL BE SPACED AT A MAXIMUM DISTANCE .S AND OF 60' APART AND AT ALL RADIUS POINTS. P.T P.C.S. TYPE *B* CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM = DISTANCE OF 10' APART. 20' WIDE PRIVATE ACCESS DSEUBff TYPICAL COMBINED 24"� LAY DOWN VOL 092, PG 76 V �, , ,- N CURB & GUTTER SECTIO GUTTER SECTION IRS %J 11; 1/2' IRS j 1/2 1 . N W47"221-184.82' DA IIE STANDARD or C ix� TA= I DATE HICS UNIFIED IXTAL I'm I& OF C 91EMS TA JAN. 2009 STANDARD DETAIL I STANDARD DETAIL STI -00 N 51747227 STI -131 J ANGLE POINT R71 y /�71 AN. 2009 86.22' 0 ou UTILITY METE R5 MOTH PUBLIC ObTr EASE&ENT Wd& VOL 10042, PG. 214 LAY00AN i iF. =-GTION,ws) 9 z / 4, 01 AND 6UTTER DETAIL (yrs) (5 6.1 1 R 15' BUILDING SET94CK u -t I VI I L-All.0 I 111W." V 1`11 lul IT 350' PCCP CONCRETE BASE COURSE WL TRAFFIC AREA PAVEMENT (INCHES) (INCHES) B(, 12 10, W Aerial Fire Apparatus Access Rands Option 1: A sign twelve inches (12*) wide and eighteen Inches (18") In 0 mH For all structures or portions of structures, including parapets and other obstructions to height shall be mounted In a conspicuous location at each entrance to the EX WWMH 11 RIM = the roof of the building, exceeding 30 feet in height, an aerial fire apparatus access road property. Such signs shall be twelve inches (12") wide and eighteen inches -T B(, POMP LIME' (18") high, with a companion. sign twelve inches (12") wide and six Inches V fo- the structure. Aerial fire apparatus access roads shall be a minimum of 26 feet in width (6") high stating 'Tow -Away Zone. Such sians shall be painted on a white LIGHT DUTY 6 1 L -=309, and be located within a minimum of 15 feet and a maximum of 30 feet from the , building. background with symboli;,.letters and border in red. 16 31q 'A: ;",. .... . ­ �Fi LO D( LINE LRalif J25,tV shall be required parallel to one entire side of the building to provide access to the roof of A ... .17 Overhead utilities shall not be located within an aerial fire apparatus access toad. 7 12' K\ W_ W Fire [.one Markings a All curbs and curb ends shall be painted red with four inch (4') white lettering stating "FIRE LANE - NO PARKING -TOW AWAY ZONE". Wording may not be spaced more than HEAVY DUTY 7 6 IAI=J MA I no continuous cu i a ai a e. one e J fifteen feet (15') apart. TER INE q ?CZA W W/ WIEREM Lulwav; 5.6 CO VC. C-1 (CM&W & Olt (00 following methods hall be used In conjunction with the curb maskings to indicate that the option 2: From the point the fire lane begins to the point the fire lane GEOTECHNICAL ENGINEEI TNG STUDY PROVIDED BY: MY) fire lane is continuous: ends, Including behind all parking spaces which adjoin a fire lane, shall be c KLEINFELDER CENTRAL, C. TOPE REG. No. F-5592 RIM marked with one continuous eight Inch (8') red stripe painted on the drive 00 It (SE NOIE 8 PD? SUMAW RAr) surface behind the oarking spaces. All curbing adjoining a fire lane must be J:7 511E MM N01ES. painted red. Red stripes; and curbs will contain the wording 'FIRE LANE - 0( Sm LOT 17 1. ALL DIMMM ARE TO PAGE OF OM UNIESS OTHERWISE NOTM. NO PARKING - TOW AWAY ZONE", painted in four Inch (4") white letters. �- (Fol 1.61 ACM PAMENT AND SURFACING VAPLAR, EXCEPT AS OTHERWISE PROVIDED, ALL OFF�_STREET PARKING R I EAS, INCLUDING DRIVE AISLES, 2 ALL 516N ARE FB44M SEPARATELY. .... . ..... . .... ............... W tff Y 64SEMAL I MY16E STA ACRES DRIVEWAYS AND PARKING STALLS, SHALL BE CONSTRUCTED WI H A MINIMUM ALLOWABLE PARKING Y"A , KIL IT42, POI 14 /Z ,ft 8274 M If/ .......... ......... I ................ LOT PAVEMENT OF ONE OF THE FOLLOWING OPTIONS: 3* TX 322' UARA 77EV 3. THS Lar 15 PART OF BUILDING PILOT CU AS SH" ON THE PF?B-HRW . . . ..... REI EMENT WITHIN THE CONCRETE SECTION RAT OF THE TORR POINT SWIVISION. 11E BUILDING PILOT 15 FOR THE *CONCROE - MINIMUM OF FIVE INCHES (5 .......... ...... .. . THICK PURPOSE OF 516W&,' LWWAPM, AV N124-IRBOSM n ......... . .......... SHALL CONSIST OF NUMBER FOUR (#4) BARS ON EIGHTEEN INCH 18" CENTERS, CENTERED WITHIN THE AW61567W& STANDARDS AS APPLICABLE TO BUILDING PILOTS OVER PAVEMENT THICKNESS. 32135 150= SQUARE FEET. I .......... curb markings am- not possible or where signs would, in the Fire 20' WIDE PRYART ACCESS 20# PRNAMr .1 . ..... . . . .. . ......... In those cases where c ...... ..... . . . . . . . . Marshal's opinion, work more effectively, the fire Marshal may require signs in lieu of curb ............... . ....... .......... ............................ I5455140VT & PVZWJC UTILITY PUBLIC FIRE LANE 5TRIPIN61 4. ALL ROM AIV MW+VMW MEUMG& FMIMW W4 BE markings. EASEMENT VOL 10042 PG. 214 1 PG, 2 SGREND FRDH VIEW OR WATM 50 AS NOT TO BE V61ME fROM ANY PUBLIC, WK -OF -MY OR Ral)MM DISTRICT HTHN w or- Tic PROP05FD TRAWORMER 1 6..!1-.:-- 1 1 210 S.E.SUBJECT LOT, WACAM MH A POINT I1W FEET MV& WM aU Z5 kva 120/20& BUILDIM WNTLM - Z/�T TNELANE 5TR I PE ANTS) 04 CONO . IN6 5ECTION NT5) FRONT OF M16FOM TOANC) SCALE TO MAINTAIN. A UNIFIED APPSW2*M 321 FACE ROA",(. T/ 32210 322DO ............ Dl� 81L. TUBE METER TO EE MOUNTED ON 5. EXTEMOR BUILDW AW SITE IJ6W HLL H -T -T THE STAVAIRM OF TRAN5FORIvM *EH . ....... IQ- 8/6 321.50 r-iLL m- W1 CoONC. 16 CIA rA T/( U TLTION IJO OF THE UNHW VEVH4R4X OFDIWME THE LISK 10 SOURCE SKL NOT PROX V THICK F= $LAS U11 INtax TED t4TAL 5GT MOA M OPAQUE HOUSING AND NO - FIXTURE SHALL DIRECTLY PR0X:f5T L16K HORIZONTALLY. 9XM;E5 HU 6-@) `h Kid C66ORA4VXEUAL4 TE C BLOCK J 201 9(WILIK 2&- IX " It ='" A 1FrIMI IM rMJ:LICV CONE OF LIGHT g CURRENT ZONING: DOES NCIT OR055 ANY PROPMY I 1hp N C- I COMMS 01. OK (OVERLAY � .......... 322.15 W aW45ES2 KAPE TO THE nAO, TRALT HAVE NOT BM WAESTM (SEE NOTE 8 PER SUEDMSION PLAT) BY Tif/CITY Of CO1.155E STARCK MUST BE MI.AW IN YaR NExT TRANSHTTAL. LETTER A1111? "MMIN ON YaR PILANS. AW AWITINAL. LOT 19 tn 1.08 ACRES 1.05 CJ4 322hO wwsm ownm Rm mT ne Wy KA9 Nor sE KADE a: mw;E oF ----------- 21 "41- MW17M A GOMMY REVIEKCJ ........ N, 2- .. Val 7. IIR600N SYSTEM MST M PWMrTW BY FJTflHZ A PIRMM tooPLE BACK nOi DIWIM 10 .'.1 Vz1 ............. A: FOOTMINT VMW BIMMOk A FBXW PWSSIM PRIWI 3z rn AB PER ITY -aM BACK RDW DEVM RD 116TAW37 G n .20 OR A DOUBLE FE=322.&O eT Z-: LU 322W CD -4in - C=� TIC, 322 T16 323.Od 6' 3z .10 13/6 32n2 LOT 18,BLOCK3 INSTALLAMON AS PM C41Y OFOINANCE Oq4. --c'"T. Jows _01 or- .............. --tVACRES 8,. ALL BMK FUH "CES MST M INSTALLM AW TESIM UPON q. TRACT IS Wr _HMN DE FB4A fWU1W 100 -YR FIMD"N PM T ;' lilftf POINT::HA4=233 51 4W4ICMOI D I 4W,9020 V f IRM f 1ARL OA7W FEBRUARY 4, •2000. N 10, pep N =N . ........................ .. FOR G T !T 4I OF 3) 10. TW5 MOPEW 6 lDrATM PIMN M "W CIMT, %MTAW S&M 32280 04X =NT. REISAR EA0 WAY 41-01 O.C� CM I TX 322 T/C IMPACT FEE AREA PEATI-EIRUTE 10ADF9 I3/G LB3/(,; 322 181_� SAND' ............... I ALL REQUIRED CONTAINER AND DUMPSTER FAD 3Z .10 �)I'CROWAALK STMIM 60CME NTH BIRICK PAnMN, 2r TX KNOX BOX I : 1- 11 1 SHALL BE CON, TRUMED OF --CONCRETE MINIMUM SEE NOTE # 15 1-bl 31 SIX INCHES (6") THICK. THE REINFORCEMENT WITHIN THE CONCRETE SECTION SHALL CONSIST 12, VE57INS 15 M"6 fTgBTW To SECTON 1AF.4 OF THE [00. F4 OF NUMBER FOUR (114) BARS ON EIGHTED INCH 18" CENTER3, CENTERED WITHIN THE PAVEMENT THICKNESS. ]RPAr.V tV 13. 10OX BOXU)GAT10N AT BUILDIW 15 W50IRM. LOCATION TO BE VMNED1(4=IM1fD PON MW DWARTMENT. MINIMUM MW IV" T 11 nHh Va n"emor A I I >it � :ET IFFM efWW MEVAWK 15 11"11;21 NTS) 'DO 322 TX 322 T/G 323.00 322M 322 < n 1/6322.10 14. TIS Ur 19 511 CT TO RECIPROCAL AG� EA5EHW AS feCORXV EX 922,05 103/0 IN VOL 0`512 P6. 16 Cr TW 0MOIAL PUBLIC WOMS or- WZ05 yox 1 IJ ON CaWITEXA5. IT, " 32230 f-/% 32250 �b= 40 5A IA3=271 5.F.Wij s I F!,, T)!CATTn""r r f3/G32IhO k� II (i!m'N 121'.4) < Cm'OF COLLEGE STAWN, UAS 322.10 - %32230 13/G 30 20' 0Uff EASEMENT allD 32621 AIRES VOL 5282, PG 202 (CURR601Y IN THE PROCESS TX 32280 TX OF BEING AS40ONED) Q SE784CK 13/6 t A2=452,5.F. I) 'SCT 1 f I 1=4bbfi.F. 20' WIDE 56VINOLE PIPBJNE COMPANY I VOL 4555, PG 294 T/G 3?9.10T/G 423.10 & 20' WIDE DEVON G& SERVICES' -40 J 11516 3F220 33 0f3/G 122b0 VOL, 6096, PG, 229 X= 20' PARKING SETRACK V( ENERGY WSF& PIPE UNE• G G�l G -G r, G_ -G X. ENERGY TRANS -F& f/f LINE G G D(, ENEMY WNSFER PIPELINE .023. D( ENEMY TRANSFER PIPE LINE -G G r_1_ G- G- G ATMOS BE RffD 0069. G T G G G G- An 5 � TO IEUI VER059 G G G_ 9. NO ICE NO FACE F_ D( fZ& & RBE? OP77C NO, Er Pp S 50'47220W-184.82'323 EX fZELEC.& FIBER OPTIC T Lr- E ff t EX rxu a43`-� Dr 7XV G4S I -ID( PP ISLAND P�; MER IA OV OVERLAY DISTRICT ORDINANCE NO. 2911) SITE AREA 1.17 ACRES BUILDING SQUARE FOOTAGE 2,949 SF 322W CD -4in - C=� TIC, 322 T16 323.Od 6' 3z .10 13/6 32n2 LOT 18,BLOCK3 INSTALLAMON AS PM C41Y OFOINANCE Oq4. --c'"T. Jows _01 or- .............. --tVACRES 8,. ALL BMK FUH "CES MST M INSTALLM AW TESIM UPON q. TRACT IS Wr _HMN DE FB4A fWU1W 100 -YR FIMD"N PM T ;' lilftf POINT::HA4=233 51 4W4ICMOI D I 4W,9020 V f IRM f 1ARL OA7W FEBRUARY 4, •2000. N 10, pep N =N . ........................ .. FOR G T !T 4I OF 3) 10. TW5 MOPEW 6 lDrATM PIMN M "W CIMT, %MTAW S&M 32280 04X =NT. REISAR EA0 WAY 41-01 O.C� CM I TX 322 T/C IMPACT FEE AREA PEATI-EIRUTE 10ADF9 I3/G LB3/(,; 322 181_� SAND' ............... I ALL REQUIRED CONTAINER AND DUMPSTER FAD 3Z .10 �)I'CROWAALK STMIM 60CME NTH BIRICK PAnMN, 2r TX KNOX BOX I : 1- 11 1 SHALL BE CON, TRUMED OF --CONCRETE MINIMUM SEE NOTE # 15 1-bl 31 SIX INCHES (6") THICK. THE REINFORCEMENT WITHIN THE CONCRETE SECTION SHALL CONSIST 12, VE57INS 15 M"6 fTgBTW To SECTON 1AF.4 OF THE [00. F4 OF NUMBER FOUR (114) BARS ON EIGHTED INCH 18" CENTER3, CENTERED WITHIN THE PAVEMENT THICKNESS. ]RPAr.V tV 13. 10OX BOXU)GAT10N AT BUILDIW 15 W50IRM. LOCATION TO BE VMNED1(4=IM1fD PON MW DWARTMENT. MINIMUM MW IV" T 11 nHh Va n"emor A I I >it � :ET IFFM efWW MEVAWK 15 11"11;21 NTS) 'DO 322 TX 322 T/G 323.00 322M 322 < n 1/6322.10 14. TIS Ur 19 511 CT TO RECIPROCAL AG� EA5EHW AS feCORXV EX 922,05 103/0 IN VOL 0`512 P6. 16 Cr TW 0MOIAL PUBLIC WOMS or- WZ05 yox 1 IJ ON CaWITEXA5. IT, " 32230 f-/% 32250 �b= 40 5A IA3=271 5.F.Wij s I F!,, T)!CATTn""r r f3/G32IhO k� II (i!m'N 121'.4) < Cm'OF COLLEGE STAWN, UAS 322.10 - %32230 13/G 30 20' 0Uff EASEMENT allD 32621 AIRES VOL 5282, PG 202 (CURR601Y IN THE PROCESS TX 32280 TX OF BEING AS40ONED) Q SE784CK 13/6 t A2=452,5.F. I) 'SCT 1 f I 1=4bbfi.F. 20' WIDE 56VINOLE PIPBJNE COMPANY I VOL 4555, PG 294 T/G 3?9.10T/G 423.10 & 20' WIDE DEVON G& SERVICES' -40 J 11516 3F220 33 0f3/G 122b0 VOL, 6096, PG, 229 X= 20' PARKING SETRACK V( ENERGY WSF& PIPE UNE• G G�l G -G r, G_ -G X. ENERGY TRANS -F& f/f LINE G G D(, ENEMY WNSFER PIPELINE .023. D( ENEMY TRANSFER PIPE LINE -G G r_1_ G- G- G ATMOS BE RffD 0069. G T G G G G- An 5 � TO IEUI VER059 G G G_ 9. NO ICE NO FACE F_ D( fZ& & RBE? OP77C NO, Er Pp S 50'47220W-184.82'323 EX fZELEC.& FIBER OPTIC T Lr- E ff t EX rxu a43`-� Dr 7XV G4S I -ID( PP ALL _%2 %.I - 1. D( Tf ZE MEI.' - _U - U tj G- G 13- G_ . . . . . . . . ... ....... .... ...... ........... i 7 24"IN 24"W i4v�z 24"W 24"W 24"IN 11W 011 1 1 1 24"W -24-W I /, I offifflMm i IX 24' K RIM M0.97 24"W 24"W 24"IN 24 Dr 24' K tNTERIOR ISLAND CALCULATIONS ........ .................... .............. .... . . . . ............ . ................ ............. AREA=3005F; (125 INTERIOR SPACE/15)*180SF)=300SF CITY OF 00=E STA170N, TM 20' Uhtff EASEMENT CALLED 3.238 ACRE TRACT 2 VOL MY7, PG 290 1 ATE H16HAA'� NO. 40-vR.O.A. VARIE5 (N. P. FITCH PARKAAY) 17-1 ISLAND ZONING MER IA OV OVERLAY DISTRICT ORDINANCE NO. 2911) SITE AREA 1.17 ACRES BUILDING SQUARE FOOTAGE 2,949 SF BUILDING HEIGHT 19-8" CONST. MATERIALTYPE TYPEV-B PARKING REQUIRED 1PS/100S 277 30 PS (2949 SF/100=29.49 PS) PARKING PROVIDED 45 PS 233 43 STANDARD PS & 2 HC PS BICYCLE PARKING REQUIRED 4 P BICYCLE PARKING PROVIDED 4 PS KNOX BOX 1(@ BUILDING) UTILITY METERS 2 (1 -DOMESTIC; 1 -IRRIGATION) FIRE HYDRANT 1(PUBLIC) WATER DEMANDS PER BCSUDG MIN=14 GPM; AVG=35 GPM; MAX=54 GPM 'WASTEWATER DEMANDS PER BCSUDG MIN=18 GPM; AVG=56 GPM; MAX=70.25 GPM ............................ - ................................................... ...................... . ...... ................................ ..................................................... ALL _%2 %.I - 1. D( Tf ZE MEI.' - _U - U tj G- G 13- G_ . . . . . . . . ... ....... .... ...... ........... i 7 24"IN 24"W i4v�z 24"W 24"W 24"IN 11W 011 1 1 1 24"W -24-W I /, I offifflMm i IX 24' K RIM M0.97 24"W 24"W 24"IN 24 Dr 24' K tNTERIOR ISLAND CALCULATIONS ........ .................... .............. .... . . . . ............ . ................ ............. AREA=3005F; (125 INTERIOR SPACE/15)*180SF)=300SF CITY OF 00=E STA170N, TM 20' Uhtff EASEMENT CALLED 3.238 ACRE TRACT 2 VOL MY7, PG 290 1 ATE H16HAA'� NO. 40-vR.O.A. VARIE5 (N. P. FITCH PARKAAY) 17-1 OWNERSHIP OF ALL ABUffING FARCEW: COLLEGE STATION MARKETPLACE L.P. ZONING OF ALL ABUTTING PARCELS: C-1(COMMERCIAL) & OV(OVERLAY DISTRICT ORDINANCE NO.2911) I? AEL FALAa 10"VERA LL SITE RPONSIBILIT'll FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY MUST RELY UPON THE ADEQUANCE OF THE WORK OF THE DESIGN ENGINEER. REVISIONS DATE ................... ......................... DATE ISSUED: 11/07/2011 .......... ............ t ............. ISSUED FOR: CITY UPADTE#2 ........... ............................................... ............ THE SEAL APPEARING ON THIS DOCUMENT WAS .......................................................... ..................... AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 98086 THIS DRAWING MAY NOT BE MODIFIED WITHOUT ............................ THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, ............... I .......... ......................... . ............ ....... . ....... AND THEN ONLY IN ACCORDANCE WITH THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT. PROJECT NO. 2011 -C )21 CAD FILE 11-021,11SP1 Mllwv DRAWN BY RW 40P4111, APR& 1W CHECKED BY EBM H-AGUU, DATE: 11-07 201 1 EN INEENING ASSOCIAT911 ..... : ....... SCALE: AS NO ED i CKSON B. MENDOZA ................ One Chisholm Trail, Suite 5200 1. ......... 60........ , % 886 Round Rock, X .*;1 J 78681 %6. R. .' 43 ., X. vi; * Phone (512) 2 44-1546 Fox (512) 244 1010 ONAL www.hea.eng.)ro T13PE Registrat on No. F-12709 4 > JOB NO. 20111-021., DWG 3 OF @ 2011 HEA, Inc. 12 :2 Ig' ISLAND AREA(SF) ENDISLAND(SF) INTERIOR ISLAND (SF) 1 486 180 306 2 452 180 272 3 277 180 97 4 233 180 53 5 263 180 83 6 190 180 10 7 210 180 30 8 253 180 73 9, .425 180 245 a TOTAL INTERIOR ISLAND 1169 OWNERSHIP OF ALL ABUffING FARCEW: COLLEGE STATION MARKETPLACE L.P. ZONING OF ALL ABUTTING PARCELS: C-1(COMMERCIAL) & OV(OVERLAY DISTRICT ORDINANCE NO.2911) I? AEL FALAa 10"VERA LL SITE RPONSIBILIT'll FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY MUST RELY UPON THE ADEQUANCE OF THE WORK OF THE DESIGN ENGINEER. REVISIONS DATE ................... ......................... DATE ISSUED: 11/07/2011 .......... ............ t ............. ISSUED FOR: CITY UPADTE#2 ........... ............................................... ............ THE SEAL APPEARING ON THIS DOCUMENT WAS .......................................................... ..................... AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 98086 THIS DRAWING MAY NOT BE MODIFIED WITHOUT ............................ THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, ............... I .......... ......................... . ............ ....... . ....... AND THEN ONLY IN ACCORDANCE WITH THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT. PROJECT NO. 2011 -C )21 CAD FILE 11-021,11SP1 Mllwv DRAWN BY RW 40P4111, APR& 1W CHECKED BY EBM H-AGUU, DATE: 11-07 201 1 EN INEENING ASSOCIAT911 ..... : ....... SCALE: AS NO ED i CKSON B. MENDOZA ................ One Chisholm Trail, Suite 5200 1. ......... 60........ , % 886 Round Rock, X .*;1 J 78681 %6. R. .' 43 ., X. vi; * Phone (512) 2 44-1546 Fox (512) 244 1010 ONAL www.hea.eng.)ro T13PE Registrat on No. F-12709 4 > JOB NO. 20111-021., DWG 3 OF @ 2011 HEA, Inc. 12 :2 Ig' Concrete Pad D f Conduit Erdryj 0 00 000 e 00 000 A C NOTE. All Dimensions A" In Inches 1 8. _T C10000opic, 1/2" Rebar IS' Center to Confer Both Ways Class *A" Concrete As Per City of College Station Specifications, CONCRETE PAD SPECIFICATION CAUTION TAPE J0. _F MIN. 48' f FT MIN FILL DIRT IMC POWER i POLE FSECONDARY 2 FT FILL DIRT STANQ!F PRIMARY GROUND PVC FEMA V ADAPTOR� LONG SWEEP ELBOW 90' RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES - XFMR A 0C ► 0 E F G MAX O KVA Inches inches Inches inches Inches Inches inches WPM 112.5 INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRI R APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLiD AT THE CONTRACTOR'S EXPENSE. Three Phase through 46 is 91 91 21 55 22.5 4,915 IDR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RUNS. 300 0. ALL CONDUIT STUBBED OUT OR INSTALLED FOR FUTURE USE WILL BE CAPPED AII 7250-05 D MARKED WITH RED STEEL T POST. NO EXCEPTIONS. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY CONCRETE PAD SPECIFICATION CAUTION TAPE J0. _F MIN. 48' f FT MIN FILL DIRT IMC POWER i POLE FSECONDARY 2 FT FILL DIRT STANQ!F PRIMARY GROUND PVC FEMA V ADAPTOR� LONG SWEEP ELBOW 90' RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES - Existing = RED Proposed = CYAN ► = Pad Mount Transformer 1. THESE DRA = Three Phase Fuse = Meter O = Pole -------- = Proposed 2-4" PVC Conduits = Existing OH Primary Feeder 4104 (Top Circuit) = Existing OH Primary Feeder 4103 (Bottom Circuit) n d, ­ S V, 4V d x", OrPl__Iuirlll", H "J:N0e-tr, C)f ".,o�­,dh Z ti,L '0 e S Se ic nduit and f® Sized, Provi by Developer/C osedd I qnsf mer - 'A 2.5 H 2 8 art B Front of Transformer to Face Roadve MeteFtO Be iftunted on Transforme RO rn -4uu d u h) q <3 U9 n, Propos d _9 D VC Con <0 <tnl n, <N 3x1_ amp <n, 7250-10 A' - Ji s -,g Riser to Be on HeD'Deo"', ; ,� ���e �,_ , Feeder 4104 ross�i �Ra L'o (Top Circuit) 7 7250-15 37250-00 W N I CONSTRUCTION NOTES i'1 Constr-icti6n Notes Below Apply To This Drawing 1. THESE DRA 14GS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS MAY NOT BE TO SCALE ON THESE DRAWINGS. BEFORE CONSTRUCTION ELECTRICAL STARTS, CONTRACTOR SHALL MEET WITH THE DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRI R APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLiD AT THE CONTRACTOR'S EXPENSE. 3. ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION 'THE REPRESEN BEFORE IT IS COVERED, NO EXCEPTIONS. 4 ALL UNDER WILL BE CO ROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS I ERED WITH PRIOR NOTIFICATION. LUAU)NTRIAC IDR WILL INSTALL CONDUIT FOR ALL CONDUCTOR RUNS. 0. ALL CONDUIT STUBBED OUT OR INSTALLED FOR FUTURE USE WILL BE CAPPED AII 7250-05 D MARKED WITH RED STEEL T POST. NO EXCEPTIONS. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 8. PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4! DEPTH BELOW FINISHED v* CONTRACT( 'R WILL INSTALL TRANSFORMER PAD IN ACCORDANCE WITH CITY SPECIFICAT DNS. CONDUIT PLACEMENT IS CRITICAL CONTACT CITY PRIOR TO ROUGH 14 OF PAD. 10. CONTRACT C R TO FURNISH RIGID OR IMC CONDUIT (30' PER RISER). 1 CONTACT CI rY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. 1 IMPROPERLY, PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT. I I,. PULL STRING IN ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS I OF CONDUIT 12 CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 12 SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30" BELOW FINISHED GRADE. 4 1� PRIMARY CONDUIT WILL HAVE 12" TO 18" OF DIRT COVER PRIOR TO PLACING A 6" WIDE 'CALITION"Tj I NPE. FINAL BACKFILLING CAN THEN BE PLACED - 10 SOIL AROUND ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD. 16 1 r CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 171 COST OF LEI MONTHS OFINSTALLATIONWILL ELING PAD -MOUNT TRANSFORMERS THAT ARE LEANING WITHIN TWELVE BE THE RESPONSIBILITY OF THE DEVELOPER. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN ANY DIRECTION. 18 IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDARIES PRIOR TO INSTALLATIO q OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDARIES WILL BE CORRECTED AT CONTRACTOR'S EXPENSE. 191 METER WILL BE LOCATED ON TRANSFORMER. ALL SERVICE WIRE & CONDUIT WILL BE i FURNISHED & INSTALLED BY CONTRACTOR. ! 0 1 2 CONTRACTO R1 SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODS AT ALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES. COLLEGE STATION UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. APPROVED CITY OF COLLEGE STATION ELECTRIC LAYOUT FOR: Taco Bell - Tower Point WF1435424 College Station Utilities 1601 Graham Road (1W College Station Tx, 77842 CITY OF COLLEGE STATION College Station Utilities SCALE. DAW_PROJECT' ADDRESS: SHEET N0. V = 30' 10 . 31.2011 . 1 Of I DRAWN BY: �'HECKED BY: 911 William D Fitch Parkway REV. G. Martinez staff L.P. 1.17AasTrad , + LP _ 0.97 Acre T Lot 18, 3 TmWEiP Tower Pohl Su n. Phase o PHAGE 3 Lot 15, Block 3 R Survey, A-54 o VOL ws7,. im . Tower Point S 8A college • . . �. ► �` ` \ o0o KAMM) �\ Robert Stavenew SurvIsy, A44 ift FmId of a 1.17 N trait or of land, and being 1 ( CURRENT Z.t?IVING• I � ,\ \ \ \ � o0 2 � � � Field notes of a 0 College Station, 8raz� , T un bt the Robert S No. 54, i \ •14, o RAM acre haat Or of " all being J and and of the 4. Col - Tri ( C-1(COMI1+lERCIAL) & 1 TOWER POINT SUBDiVISION � o �� � in the Robot Stevenson S Ab*sct No. 54, land, i County, Tem, , I Pru s \' OV (OVERLAY) descrind in the froom J. to met I � (SEE NatE a) I vol. awir', Pa tea . � • , • \ ; � ' \ ��i�`o ,� �ttaclrTltr clarpAarr, cp ��� County, Texas, and being auMd being part of the 89.42 - T P 111 of the of iI 10K 3 t PLATTE 'k o Tac. anal, Pa Era • desaibed in the deed fl+otrr Tltrtotlry J. CrowleyWWPIM to College Stow LP,, raoorded V 5274, I { fJ• \ \ '� ♦ RAnF ; L.P., recorded in Volume 8274, Page 111, of the ` R O�er am County . Texas, and °1.17 toad being toile bed as � I , LAT 138, BLOCK 3 0 ( 5 4T ACRESI ; r 1.08 ACRES \ \ oo i �� / may Texas, mW said 0.97 acro tract being trate UnNPUATIED + ' \ o � � / follows: BEOWNM at a W iTon rod ed in the � stage FUTURE P�lASE ' 1 ���•,, - o No. 40 - W. D. Fitch Parkway in On of a 40' wide ' � i L>aLtEN1E STAnav LP. �� < / BEtiINNIMO at a i14" into! and found trMarkirTg the L� 14 access and public irolirl the most t as x,3A �� 'a4wilat7 Ac>~ LP 1 KI RA 8274P42f n \ ,� `o 1.28 acres, Block 3, Tower Point Subdivision, 4, to the plat: - mooded in Volume 9699, Pape 156, of the Of , common Cotner the 89.42 - Tr>T t and the 5'° �,c f�, f \ f j / Texas, said W iron nod also lying in the Of 4.65 acre - Tract Throe in the et c Side ' ,P' o Highway No. 40 - W. D. Fdch Parkway L.P., VotLirree 8274, 111, of the R Of ( j 1 1.1 � UMM 07. M ` ', `e+r J! / , County, Texas; I f,--!:• -20' WIDE P'JE� :,'CtL1#Y � � , � - EASEM IT' (I.ATTEo) _ _ `_ h ► , o \ o' / 000 THENCE S 480 59' 02" W the ht of the _ _ /, 'i ' __________________---------- t ,m ��r�� 0 0o StdeNighwayNo.40,1bradl oft .32 toeW ------------------------- . THENCE N 39° 12° 38" W for ® st 275.00 to a '!�°' fled � .-:,.- 2O' WIDE T'Rf:ATE A.^�.SS E:sEIIIa�N; � I d \ o o iron rod � set in the of a 40' and _ . - - . `— . - . % ° . PueLIc lJi1LN^i �nsarrQrr (RTED) _ . - . _ . _ . - . _ _i . - . _. . _ . — - ____ . — 71.83' o 0 etIr ow f�4 act N ;50'47"22"E«144.82' 1 ' +'eCe ( N o2'EM340 40' _ _ _ ��,� e \ . o THENCE N 41 O 00' 68" W fora .00 to a W . THENCE N 508 47°22" E lain 40' _ - - - - - N 5o'4T22'E - -- ' l o m �1!!_ 9'* \� \ . set in the of a proposed 40` wide private and public thr a of 184.82 - • - - - • -.--- • - . �.._.. e6.2x PON 1 - 4 - - - c?: �� ' `' \ Llhhty easerMlen#, said r4 iron rod also tteirtp In oft 1313 fleet to a W iron nod ' L3 � 20' WIDE PRT:ATE ACCESS EASEMHM Lir-_.i 1 rot \1.68 acres, Block 3, Tower Point S 3, tothe plat------------------------------ ------------ -- _ -_-oc, >1 t,�iu;Y F,�sEMESNT fuNptATTN ) t _-- _ ' 1 ---- --- -`' t \, o reoorded in Vohlme 9497, Page 120 o01lt® R ` �. ti -------------- ^ f 1�. + ". f -L12 t►...__------ - ------ -t- I i t-•a.RKKE WIDTH Pi18u.. '' �. � 1 � a .�\ \� Tom; ' PueLI^------ 4 THENCE S 39®12' 38" E fair a of 275.00 to a �4 iron Toni , r, , o y - - - - - - - - - - - In the litre the H' No. r-�3ao � �-�i,, � i � ZUNING: I `� � � J'' s�LnY1ED � u�- ' � ��'�' �'°� �'\ 40, from which Hart point in -d- y N 50847' 22"E - s�is y� `�" v`�' t i r R 'i�Y i. ' \ ► e+,.>� •g� �• C -I (CONIM]ERCIAL) 8N; I ^ �/ ` 1 �- r �, _ 3, as fdbwa: THENCE along the southeast line of 138, 249.24 r'' Li3'�'r y� �, i /� i„ rt �` a ZONING: o �, OV (OVERLAY) t a l�M�VvIL 3 - z ! \ C-1(COMMERCIAL & tsEs NOTE a.) i - 1 -2* , /a►l N 480 ' 02" E for " iron fad @K THENCE S 508 47' 22" W ft y Urate of the ) WN f sn i 3 TE +p > 1-•, , e " OV(OVERLAY) RAW rawN 04 14 7" a dlsflaae of 71.83 to >a ( Y) C: r ., sa 2 E for a distslTce of 52.92 a 34 nod ed St Lar. 40p fico a of 154.82 $he �- A !'i ! I t i 1$ i INCE E t3tN (SETS Naos s.) W I s LOT 16 G �. swrA P,WAu sn+Mrw�uslrx ccc the ups ining 1.17 of land, � � � R e K LOT 1' y' � 1 . , � � roc. ANT, PIG 2W c�. I 4 ACRES s m�' 1 i it Punm Lot 14, Block 3; "IT1.08 Al NLDi• 18, BL10CiC 3 ,.NPLAT�T I ' 1 g JtNptATTED c �# LAI' 15. tALACK 3 2 ° � Block _ I + g c c^ + LOT 14 n c 1.47' ACRES 2 0.97 AICtiE °''rte"" 8 i t3 r i I >---.-.- a COUEVE srA now ,wAera<>p,uc a 1 9 1 ' ------ >R 1.2� THENCE aiorlg the rare of Lot 14, . . MX 82745 P& fit , 3, as flollows- STAAOV ABtARE7f 1.r: 1 ; t owu nEP i + t ,, CAUM 40 AfaAr;B '' i I' fa UAW srA7AGW UAA1KEn°1tAM LA TOWER POINT 8UT9DIVi8i0N nor I KIL 82741 f9 fff CURRENT ZONING:PHASE 4 S 85044' 57" E lbradbbwmo(52A3fbdtoaWkmrodtundI WL 8274 fa f If 1 � "wU rim VOL. �, Po. in S 41 ° 00' 58" E for a distatice of 2.80.00 � PLACE OF N Xurnsv i 1 C-1(CONAIERCIAL) & PLATTi® B1E41MNINti, Containing 0.97 of or aror caau7ae saan11,1exws -� SW ee>E oaleyerr t I CnY aF 001A of sMMK 10" OV (OVERLAY) VOL I= &=I ACM f -' so• cEvou as s�Te+l+cfs 1 I 1 ( ® (SEE Noor: e.) i l �I►'.w -- I- - -- -- -- -- -- -- - - -- -- t (---------- - Li V MA®'RI __ . - - _ . _ --.. - -- --- - - --- --- ------ _.. - ---I— �- _ -----_..- - --- I oo M 'giro low _ 1 s 48Na'o2"TNw184.tx UTILITY .. _ so oo' N 50'4r22'E-240.24' I ' L _ - - S 4Q';� 1 ' °�E LW T DISTANCE - ----- — s 80.4T22"MFr184+82' �� - - - - - i offI I L3 N5044r22"E 127.70' L4 S® VW -'8"E 11.27' f C. sfs.f.�.e.eeh• .o ..w. Cry OF 01311,1,131E SO3101% TERM WBASIff 0111E � ACK TWa 7 VOL 3037. P0. = 9'3d3' MADE PUBLIC UXITY EASEMENT.- LINE A,SEME NT:L,Ii E TABLE- LINE ABLELINE BEARING DISTANCE' L10 N54.47'22"E 9.00' 1-11 N3992'38"W 13:00' L12 S50'47'2YW e.OW S Cly Engineer of the City of comer Station. Texas. Aeby, certify flat this Subdivision Plot P� tonne to the requirements of the Subdivision Regulations I the City of College Station. LA c� Engineer City of College Station AL tO,F�R G ONtHTi COMMISSION Chokiran of the and ZoningComndesisn the city of Col Station. I , - Plorduly A-�4l'Rt'n� `-"3 attactled plot was dug approved by the xnmission on day of S. THIS PROPERTY IS WITHIN THE SANITARY SEWER IMPACT FEE AREA 97-01 (SPRMG CREEK). S. BIS LOT IS SUBJECT TO RECIPROCAL ACCESS CREAT BY A DECLARATION OF EASEMENTS RECORDED IN VOL. 9392. PG. 76 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. TEXAS. 7. LOTS 15 & 18. BLOCK 3 ARE PART OF BUILDING PLOT d.) AS SHOWN ON THE PF41JM f4ARY PLAT OF TOWER POINT StBONiSION; BIJUING PLOT d.) IS AS FOLLOWS: (L) LOTS 12-19 Nt 28. BLOCK 3 THE BUILDING PLOT IS FOR THE PURPOSES OF SIGNAGE, LANDSCAPING. AND NON-RESIDENTIAL ARCHtiECTURN. STANDARDS AS APPLICABLE TO BUILDING PLOTS OVER 150.000 SQUARE FEET. 8. CURRENT ZONING: C-1 (COMMERCIAL) 1k OVERLAY DISTRICT ORDINANCE NO. 2911 (JULY 13. 2006). 9. THESE LOTS ARE SUMCT TO ZONING BOARD OF ADJUSIMO iS (ZBA) VARIANCE 11-40500002-901-•917 - WILLIAM D. FiTCH PARKWAY WHICH ALLOWS FOR THE ENCROACHMENT OF LOW PROFILE SIGNS INTO THE 20' PUBLIC UTILITY EASEMENT M A CENT TO STATE HIGHWAY NO. 40 (AKA WILL4+M 0. RICH PARKWO). MW EASBAW: CALF m�SE oRA�vrN,.S. —COY OF 001,11,11ME » ,4 r tni a z c I.6 13 L7 NO3'S0'02"E 14414' L8 N48WO2'E 74.24° a.. SCA ws: �i ^i •-til .F� i� iJ..: ID ? nY ` 2 1.✓C C•'I 1. x ry1 Q7 :.J Si ll V'- 4 eReRx Clll 5 41e'43`010 -02V I Val. Je37, PO no �• 6 .di W tY1 re fn rwx- L.L y 0 0$ I CJ af 3 �'�� STATE HMM1AY NQ 40NR.QW VARIES o ; I va a a (Mi. 0. R CH PAN(WAY) I = � As on. :: '" - I ErtlFKAis of THE COUNTY CLERK 4 :. ...................... i ,- .,c a un S.M. KLNlG TATE OF TEXAS I I 1. BEWNGS ARE CALL 8E4RWM OF IM CAUM 734.96 ACRE TRACT cEflx•TcraT of St1RMEli+DR .............................. r taa.""0 or- �CA TEM ij STATE of TEXASy°.�`COUNTYF- p4 suR � . County Clerk. in and for said county, do 2. CURRENT' TITLE APPEARS TO BE VESTED IN COLIEGE STATION � L.P. catY OF eRAzos ereby certify that this plat With its fftos the %L of 1 certificates of authentication was fled for record in my 2011. in the Official Records of araxos County. Texas. BY VIRTUE OF DEED RECORDED IN VOL 8274, PG. 111 OF THE OFFICIAL RECORDS OF BRAZOS COON V TEXAS. 1. S M. Kling. Registered Prntaasianol Land Suwpw No. 2003, tfy, the Slots Of Texas, hely 1 voltut" A Z page Z1 that thio plat is true and correct and was prepared from actual t survey of fhs property and flat d 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN properly rr dwm and monuments ware placed � mY 'an up the ground' WITNESS my bond and oft i Seal. at my office Bryon, Teras. AACCWRRD14C T A t THE CITY AND �� WALTER P. MOOtE THAT WILL BE SUaWffED °n � THE SUBJECT TRACT DOES NOT LIE WITHIN TIE 100 YEAR FLOODPLAIN ACCORDING S Cly Engineer of the City of comer Station. Texas. Aeby, certify flat this Subdivision Plot P� tonne to the requirements of the Subdivision Regulations I the City of College Station. LA c� Engineer City of College Station AL tO,F�R G ONtHTi COMMISSION Chokiran of the and ZoningComndesisn the city of Col Station. I , - Plorduly A-�4l'Rt'n� `-"3 attactled plot was dug approved by the xnmission on day of S. THIS PROPERTY IS WITHIN THE SANITARY SEWER IMPACT FEE AREA 97-01 (SPRMG CREEK). S. BIS LOT IS SUBJECT TO RECIPROCAL ACCESS CREAT BY A DECLARATION OF EASEMENTS RECORDED IN VOL. 9392. PG. 76 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. TEXAS. 7. LOTS 15 & 18. BLOCK 3 ARE PART OF BUILDING PLOT d.) AS SHOWN ON THE PF41JM f4ARY PLAT OF TOWER POINT StBONiSION; BIJUING PLOT d.) IS AS FOLLOWS: (L) LOTS 12-19 Nt 28. BLOCK 3 THE BUILDING PLOT IS FOR THE PURPOSES OF SIGNAGE, LANDSCAPING. AND NON-RESIDENTIAL ARCHtiECTURN. STANDARDS AS APPLICABLE TO BUILDING PLOTS OVER 150.000 SQUARE FEET. 8. CURRENT ZONING: C-1 (COMMERCIAL) 1k OVERLAY DISTRICT ORDINANCE NO. 2911 (JULY 13. 2006). 9. THESE LOTS ARE SUMCT TO ZONING BOARD OF ADJUSIMO iS (ZBA) VARIANCE 11-40500002-901-•917 - WILLIAM D. FiTCH PARKWAY WHICH ALLOWS FOR THE ENCROACHMENT OF LOW PROFILE SIGNS INTO THE 20' PUBLIC UTILITY EASEMENT M A CENT TO STATE HIGHWAY NO. 40 (AKA WILL4+M 0. RICH PARKWO). MW EASBAW: CALF m�SE oRA�vrN,.S. DOC 61, VOI F'8 r tni a z c I.6 13 L7 NO3'S0'02"E 14414' L8 N48WO2'E 74.24° a.. SCA ws: �i ^i •-til .F� i� iJ..: a, a• G, u.IAJ 'J C$ '�ri 1.✓C C•'I 1. x ry1 Q7 :.J Si ll V'- 4 �• 6 .di W tY1 re fn rwx- L.L y .L. C4 CJ af a In - y:•t * tee•. ErtlFKAis of THE COUNTY CLERK :. ...................... S.M. KLNlG TATE OF TEXAS 1. BEWNGS ARE CALL 8E4RWM OF IM CAUM 734.96 ACRE TRACT cEflx•TcraT of St1RMEli+DR .............................. OF RECORDED IN VIX.D®5. PG. 74 OF THE OFFICIAL. RECORDS OF BRAZOS Cow". �CA TEM STATE of TEXASy°.�`COUNTYF- suR � . County Clerk. in and for said county, do 2. CURRENT' TITLE APPEARS TO BE VESTED IN COLIEGE STATION � L.P. catY OF eRAzos ereby certify that this plat With its fftos the %L of 1 certificates of authentication was fled for record in my 2011. in the Official Records of araxos County. Texas. BY VIRTUE OF DEED RECORDED IN VOL 8274, PG. 111 OF THE OFFICIAL RECORDS OF BRAZOS COON V TEXAS. 1. S M. Kling. Registered Prntaasianol Land Suwpw No. 2003, tfy, the Slots Of Texas, hely 1 voltut" A Z page Z1 that thio plat is true and correct and was prepared from actual t survey of fhs property and flat d 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN properly rr dwm and monuments ware placed � mY 'an up the ground' WITNESS my bond and oft i Seal. at my office Bryon, Teras. AACCWRRD14C T A t THE CITY AND �� WALTER P. MOOtE THAT WILL BE SUaWffED °n � THE SUBJECT TRACT DOES NOT LIE WITHIN TIE 100 YEAR FLOODPLAIN ACCORDING • Q,i4- ' TO THE F.E.MJL FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND co"§ qty Clerk, ININCORPORAT D AREAS. � NO. � NO S. 02019. 2000- . � S. M. Kling. R.P.L. S. No. 2003 TR(iF1CAlE OF CITY E1dt>yttFiit Brows County. Texas V Am A w I -, t el 4. 1%2' IRON RODS SET AT ALL CORNERS IUNIESS OTHiFMISE SPECIFIED. S Cly Engineer of the City of comer Station. Texas. Aeby, certify flat this Subdivision Plot P� tonne to the requirements of the Subdivision Regulations I the City of College Station. LA c� Engineer City of College Station AL tO,F�R G ONtHTi COMMISSION Chokiran of the and ZoningComndesisn the city of Col Station. I , - Plorduly A-�4l'Rt'n� `-"3 attactled plot was dug approved by the xnmission on day of S. THIS PROPERTY IS WITHIN THE SANITARY SEWER IMPACT FEE AREA 97-01 (SPRMG CREEK). S. BIS LOT IS SUBJECT TO RECIPROCAL ACCESS CREAT BY A DECLARATION OF EASEMENTS RECORDED IN VOL. 9392. PG. 76 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. TEXAS. 7. LOTS 15 & 18. BLOCK 3 ARE PART OF BUILDING PLOT d.) AS SHOWN ON THE PF41JM f4ARY PLAT OF TOWER POINT StBONiSION; BIJUING PLOT d.) IS AS FOLLOWS: (L) LOTS 12-19 Nt 28. BLOCK 3 THE BUILDING PLOT IS FOR THE PURPOSES OF SIGNAGE, LANDSCAPING. AND NON-RESIDENTIAL ARCHtiECTURN. STANDARDS AS APPLICABLE TO BUILDING PLOTS OVER 150.000 SQUARE FEET. 8. CURRENT ZONING: C-1 (COMMERCIAL) 1k OVERLAY DISTRICT ORDINANCE NO. 2911 (JULY 13. 2006). 9. THESE LOTS ARE SUMCT TO ZONING BOARD OF ADJUSIMO iS (ZBA) VARIANCE 11-40500002-901-•917 - WILLIAM D. FiTCH PARKWAY WHICH ALLOWS FOR THE ENCROACHMENT OF LOW PROFILE SIGNS INTO THE 20' PUBLIC UTILITY EASEMENT M A CENT TO STATE HIGHWAY NO. 40 (AKA WILL4+M 0. RICH PARKWO). MW EASBAW: CALF m�SE oRA�vrN,.S. LIME TABLE LIE BEAnINa DISTANCE I.6 N48 O2'E 4.73' L7 NO3'S0'02"E 14414' L8 N48WO2'E 74.24° La "0494'28" E 70.87' 111r 89A „EASEM P�100sifB _ U iii. i P� L W`TAi M- LItE MOM DISTANCE\ L13 N48'S9'0iE 1250° . L14 1441VOI "1'f 201.07' L15 N46WO2'E 47.x' L18 N0414'27°E 81.14' CURIE T - CURVE LiDi0* RAM 011MA a OW W.1111111141 C2 31.42' 20.00' 90100'00" N 431WO2 Fj-28.x' CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF OMISSIONS"'OR DISCREPANCIES BEFORE BEGIN NINO OR FASRICAMNG ANY WORK Do NOT s SCALE 1 "-50° 19MIULUM. W11 KLfItO aI; .-.. j 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN.TEXAS + P"79/646--62121 ALT. RESPONSIiIRRY FOR THE One Chisholm Trail, Suite Round Rock, TX 78681 Phone (51�) 244-1546 Fax (512) 244-1010 vrww.hea.�rg.pro TBPE Regislmtion Ila. F-1: JOB NO. 2011-021 INAL PLAT Y OF THESE PLANS REMAtN.S WFiFI THE ENGINEER WHO fRFPARED THFAt IN CALF m�SE oRA�vrN,.S. i i i 00 SCALE 1 "-50° 19MIULUM. W11 KLfItO aI; .-.. j 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN.TEXAS + P"79/646--62121 ALT. RESPONSIiIRRY FOR THE One Chisholm Trail, Suite Round Rock, TX 78681 Phone (51�) 244-1546 Fax (512) 244-1010 vrww.hea.�rg.pro TBPE Regislmtion Ila. F-1: JOB NO. 2011-021 INAL PLAT Y OF THESE PLANS REMAtN.S WFiFI THE ENGINEER WHO fRFPARED THFAt IN r r;.� SII .� �yN ., I . JI .. ►.r,IC,Ai �y; ry.I � Q CONSTRUCT SITE UTILITIES. H. MID -CONSTRUCTION ON -SIZE MEETING TO CXDORDKATE CHANGES IN CONSTRUCTION SCHEDULE AND EVALUATE EFRECIiVENESS OF EROSION CONTROL PIAN (CITY INSPECTOR, PROJECT ENGINEER, GENERAL CONTRACTOR). I. CONSTRUCT PAVING, PARKING AND BUILDINGS. J. COMPLETE CONSTRUCTION AND INSTALL LANDSCAPING. K. PROVIDE AS-BUIL1S TO OMER. L REVEGETATE DISTURBED AREAS OR COMPLETE A DEVELOPERS CONTRACT FOR THE RE-VEGLIATDN ALONG WITH THE ENGINEERS CONCURRENCE LETTER. M. PROJECT ENGINEER INSPECTS JOB AND WRITES CONCtIRRENCE LETTER TO THE CRY, FINAL INSPECTION S SCHEDULED UPON RECEIPT OF THE I.M. K RECEIVE CITY CLEARANCE FOR OCCUPANCY. 0. REMOVE TEMPORARY EROSION/SEDIMFJNTATION CONTROLS. G GENERAL f j � LONSTIK"UCT4"TES ALL RESPONSIDIlITY FOR THE ADEQUACY OF THESE PLANS RENINNS WITH THE ENGINEER WHO MIEPARED THEM. IN REVIEWING THESE PLANS THE CITY MUST RELY UPON N THE ADEWUANCE OF THE WORK OF THE DESIGN ENGINEER. REVISIONS DATE ]DATE ISSUED: 09107/2011 ISSUED FOR: CITY SUBMITTAL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 9MM THIS DRAWING MAY NOT BE MODIFIED WITHOUT HE EXPRESS WRITTEN CONSENT OF THE ENGINEER, ¢ AND THEN ONLY IN ACCORDANCE WITH THE RULES 4d� OF THE TEXAS ENGINEERING PRACTICE ACT. x _= PROJECT NO. 2011'-021 7, CAD FILE 11-021C10 .. .. DRAWN BY RW tea. ••.,..• CHECKED BY EBM , DATE: 09-07-2011 7-2011 El 181HEIRING ASMIATO .....A.SCALE: AS O I ED .... CKSON EL ME Q One Chish Dim Trait, Suite 5200 Round Roc TX 78681 ! Phone (51 2) 244-1546 ••�® Fax (512) 244-1010 °AdlBaCIO ; www.hea.e pro ®V ' 0 TBPE Regi on No. F-12709 DWG 3 01- j 11 JOB NO. 011-021 0 2011 HEA, Inc. i I Q0 N LO LEGEND GENERAL CONSTRUCTION NOTES:to: to WATER AND WASTEWATER NOTES: TREE PROTECTION NOTES GENERAL SITE PLAN NOTES:''' GENERAL NOTES: 1. PIPE MATERIAL FOR WATER MAINS SHALL BE PVC (AWWA C -9W, MN. CLASS 200), OR DUCTILE IRON (AWWA C-100, LAIN. CLASS 1. ALL TREES NOT LOCATED WTTHN THE LIMITS OF CONS3RUCTION AND OUTSIDE Of DISTURBED AREAS SHALL BE PRESERVED. THE CONTRACTOR S RESPONSIBLE FOR THE FOLLOWING GENERAL NOTES SHOULD BE INCLUDED ON THE SITE 1/2" IRON ROD FOUND 200). WATER SERVICES (2' OR LESS) SHIL BE POLYETHYLENE TUBING (BLACK, 200 PSI, DR 9). PROTECTING ALL TREES TO BE PRESERVED FROM HIS ACTMDES. PLAN: C-) 1/2` IRON ROD SET Uj 1. ALL CONSTRUCTION SHRL BE N ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD CONSTRUCTION SPECIFICATIONS 2. ALL TREES SHOWN TO BE RETAAIED WITHIN THE LWRS OF CONSTRUCTION ON THE PLANS, . "ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW to �« 2. PPE MATERIAL FOR PRESSURE WASTEWATER MAINS SHALL BE PVC (AWWA C-900, MIN. CLASS 150), OR DUCTILE IRON (AWWA PROTECTED WITH FENCING. OR ISOLATED SO AS NOT TO BE � WASTEWATERG. 2. ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEWALKS, STRUCTURES, TREES, ETC., NOT PLANNED TOR DESTRUCTION C-100, MIN. CLASS 200). PIPE MATERIAL FOR GRAVITY WASTEWATER MAINS 9*1 BE PVC (ASTM D2241 OR D3034, MAX. DR -26), SHALL BE DURING CONSTRUCTION VISIBLE FROM ANY PUBLIC RIGITT-OF-WAY OR RESIDENTIAL x OR R MAL THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED OR REQ AT CONTRACTOR'S EXPENSE DUCTILE IRON (AWWA C-100, MIN. CLASS 200). DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURE FROM A POINT FiVE FEET ABOVE GRADE, SUCH SCREENING SHALL BF. @STORMWAIER MANHOLE 3. THE CONTRACTOR SHALL VERIFY ALL DEPTHS AND LOCATIONS OF DOW UTILITIES PRO TO ANY CONSTRUCTION. ANY 3. UNLESS OTHERWISE DIRECTED BY THE CiTY ENGINEER, DEPTH OF COVER FOR ALL LINES OUT OF THE PAVEMENT SHALL BE 42" 3. TREE PROTECTION FENCES SHALL BE ERECTED ACCORDNG TO CiTY STANDARDS FOR TREE COORDINATED WiTH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE." MAIN DISCREPANCIES WITH THE CONSTRUCTION PLANS FOUND IN THE FIELD SHAU BE BROUGHT IMMEDIAiELY TO THE ATIENTi0M MINIMUM AND DEPTH OF COVER FOR ALL LINES UNDER PAVEMENT SUL BE A MINIMUM OF 30" BELOW SUBGRADE PROTECTION, INCLUDING TYPES OF FENCING AND WALE.. MAIN COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, i Fol JUNCTION BOX BE REPBLE FOR REVISING THE PLANS AS APPROPRIATE OF THE ENGINEER WHO SHALL ONSI 4. TREE PROTECTION FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN CNI 4. ALL FIRE HYDRANT LEADS SHAM BE DUCTILE IRON PIPE (AWWA C-100, MIN. CLASS 200). SITE PREPARATION WORK (CLFVAAING, t;FNU�NG, OR GRATING) I4Nll? SHALL 8E MAINTAINID PARKING LOT ISLANDS, SWALHS AND DRAINAGE AREAS, THE ARE HYDRANT 4, MANHOLE FRAMES, COVERS, VALVES, CLEMOUTS, ETC. SNAIL iE RAISED TO FINISHED GRADE PF40R TO FINAL PAVING TIMI iHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT CONSiRUCTION. 5. ALL IRON PIPE AND FITTINGS SHALL BE WRAPPED WiTH MINIMUM 8 -MIL POLYETHYLENE AND SEALED WITH DUCT TAPE OR EQUAL BY, THE CITY ENGINEER.MW 5. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN PROPERTY DISTURBED DURING I`,ONSTRUCTION." a "IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE GATE VALVE co cc A MANNER WHICH DOES NOT RESULT N SOIL BUILD-UP WITHIN TREE DRIPLINES. VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW ® WATER METER 5. ALL ALFAS DISTURBED OR EXPOSED Dtati CONSTRUCTION SHALL REVEGETATED IN ACCO�AtrCE WiTH THE PLANS AND 6. THE CONTRACTOR SHNi CONTACT THE CRY INSPECTOR TO COORDINATE UTILITY TE -INS AND NOTIFY HIM AT LEAST 48 HOURS 6. FENCES SHALL COMPLETELY SURROUND THE TREE OR CLUSTERS OF TREES, LOCATED AT DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED PER CiTY ORDINANCE 2394." -190 s " SPECIFICATIONS, REVEGETATION OF ALL DISTURBED OR EXPOSED ALAS 914L CONSIST OF SODDING OR SEEDING, AT THE PRIOR TO CONNECTING TO EXISTING LINES. THE OUTERMOST LIMITS OF THE TREE BRANCHES �DRIRPUN OR CRITICAL. ROOT ZONE (CRZ), THE ° "ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON ® BACKFLOW PREVDM CONTRACTOR'S OPTION. HOWEVER, THE TYPE OF REYWATION MUST MIAL. OR EXCEED THE TYPE OF VEGETATION PRESENT W ICFEVER S GREATER; AD SHL BE MAINTAIN CONSTRUCTION PROJECT IN ORDER TO PREVENT THE FOLLOWING: INSTALLATION AS PER CITY ORDINANCE 2394." LU BEFORE CONSTRUCTION UNLESS 7. ALM. MANHOLES SHAL BE CONCRETE WITH CAST IRON RING AND COVER. ALL MANHOLES LOCATED OUTSIDE OF THE PAVEMENT SHALL HAVE BOLTED COVERS. TAPPING OF FIBERGLASS MANHOLES SHALL NOT BE ALLOWED. A) SOIL COMPACTION IN AREA RESULTING FROM YEFICUTAR TRAFFIC OR STORAGE --- 849.0 EXISTING CONTOUR 00 -119 1 6. PRIOR M ANY CONSTRUCTION, THE ENGINEER SHAT. CONVENE A R�CONNSiRUCTION CONFERS BETWEEN THE CiTY OF 8. THE CONTRACTOR MUST OBTAIN A BUIL( WATER PERMIT OR PURCHASE AND INSTALL A WATER METER FOR ALL WATER USED OF EQUIPMENT OR MATEERIAL. RI B) CRZ DISTURBANCES DUE TO GRADE CHANGES OR TRENCHING NOT REViLNED AND 00 ' L `a COLLEGE STATION, HIMSELF, THE CONTRACTOR. OTHER UTILITY tX)MPANII3, ANY AFFECTED PARTIES AND ANY OTHER ENTITY THE CITY DURNG CONSTRUCTION. A COPY OF THIS PERMIT MUST BE CARRIED AT ALL TIAES BY ALL WHO USE WATER. URNORIZED BY THE FORESTRY WAGER. �- NEW SPOT ELEVATION � OR ENGINEER MAY REQUIRE C WOUNDS TO EXPOSED ROM TRUNK, OR LIMBS BY MECHANICAL EQUIPMENT U. 7. THE CONTRACTOR AND THE ENIGINM SHAD. Km' ACCURATE RECORDS OF ALL CONSTRUCTION THAT DEVIATES FROM THE 9. LINE FLUSHING OR ANY ACTIVITY USING A LARGE QUANTITY OF WATER MUST BE SCHEDULED WITH THE CiTY OF COLLEGE STATION. Dj TOTHER ACTIVITIES AND DErRIMENFIRES,AL TO TREES SUCH AS CHEMICAL STORAGE, CONCRETE ( m,JA���4. Si G•,i : IM CONTOUR � PANS. THE ENGNEER SHALL ROM THE CITY OF GXilME STATION ACCURATE'AS-811111.7" DRAWINGS FOLLOWING COMPLETION OF ALL CONSTRUCTION. THESE 'AS -BUN' i� SRIAdI NEST WITH TIE SAiLSf�Tl4NI OF THE PUBLIC WORKS DEPARTMENT 10. THE CONTRACTOR, AT HIS EXPENSE, SHALL PERFORM STERILIZATION OF ALL POTABLE WATER LIES CONSTRUCTED AND SHALL 10. EXCEPTIONS TO INSTNIING TREE FENCES AT THE TREE DRIPLINES OR CRZ, WHICHEVER IS GREATER, MAY BE PERMITTED IN THE FOLLOWING CASES:000 CURB & GUTTER PRIOR TO FIN. ACCEPTANCE PROSE ALL EQUIPMENT (INCLUDING TEST GAUGES), SUPPLIES (INCLUDING CONCENTRATED CHLORINE DISINFECTING MATERIAL), AND WASTEWATTR LINE 4091* NECESSARY LABOR REQUIRED FOR THE STERILIZATION PROCEDURE. THE SiERILIZATION PROCEDURE SILL BE MONITORED BY CiTY OF A) WHERE THERE IS TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING 8, THE COLLEGE STAIN CITY COIRNG.4. SHALL NOT BE PETITIONED FOR ACCIEPiANCE UNTIL. ALL NECESSARY EASEMENT DOCUMENTS COLLEGE STATION PERSONNEL MATER SAMPLES WILL BE COLLECTED BY THE CiTY OF COLLEGE STATION TO VERIFY EACH TREATED UNE SURFACE, OR TREE WELL; STORM SEWER MINE HAVE BEEN SINNED AND RECORDED. HAS ATTAINED AN INITIAL CHLORINE CONCENTRATION OF 50 PPM. WHERE MEANS OF FLUSHING S NECESSARY, THE CONTRACTOR, AT HIS B) WHERE PERMEABLE PAVING IS TO BE NSF&LED, ERECT THE FENCE AT THE OUTER EXPENSE, SNAIL PROVIDE FLUSHING DEVICES AND REMOVE SAID DEVICE'S PRIOR TO FINAL ACCEPTMICE BY THE CiTY OF COLLEGE LIMITS OF 11E PERMEABLE PAVING AREA C) WHETS TREES ARE CLOSE M PROPOSED BUILDINGS, ERECT THE FENCE NO CLOSER MATER LINE 9. *0 CONSTRUCTION S BENdG CAiTIED OUT WITHIN EASEMENTS, THE CONTRACTOR SHALL CONFINE HIS WORK M WITHIN STATION. THAN 6 FEET TO THE BUILDING. THE PERMANENT AND ANY TEMPORARY EASEi9ENdi5 PIRIOR TO FINAL ACCEPTAPCI„ THE CONTRACTOR SOMAL! BE RESPONSIBLE FOR 11. SAMPLING TAPS SHALL BE BROUGHT UP TO 3 FTE ABOVE GRADE AND SHALL BE EASILY ACCESSIBLE FOR CRY PERSONNEL AT D) WHERE THERE ARE SEVERE SPACE CONSTRAINTS DUE TO TRACT SIZE, OR OTHER - - - - - - - EXISTINGLIipLTtY LINESREMOVING ALL TRASH AND BMW WITHINTHE PERMAMENT AND TEMPORARY EASEMENTS. CLEAN-UP SHALL BE TO THE THE CONTRACTOR'S REQUEST, AND IN HIS PRESENCE, SAMPLES FOR BACTERIOLOGICAL TESTING WILL BE COLLECTED BY THE CRY OF SPECIAL REQUIREMENTS, C ONIACT THE FORESTRY MANAGER TO DISCUSS SATISFACTION OF THE DIMNEER. COLLEGE STATION NOT LESS THAN 24 HOURS AFTER THE TREATED UNE HAS BEEN FLUSHED OF THE CONCENTRATED CHLORINE SOLUTION ALTERNATIVES BOUNaw AND CHARGED WITH WATER APPROVED BY THE CITY. THE CONTRACTOR SHALL SUPPLY A CHECK OR MONEY ORDER, PAYABLE TO THE 10. PRIOR TO AMG C TRUC[KNN, THE CONTRACTOR SHALL APPLY FOR ANO SECURE ALL PROPER P£E+#Ai5 FROM THE CITY OF COLLEGE STATION, TO COVER THE FEE CHARGED FOR TESTING EACH WATER SAMPLE. CITY OF COLLEGE STATION FTE AMOUNTS MAY BE OBTAINED BY CAWING THE EN(>IMEERING AND DEVELOPMENT SERVICES DEPARTMENT AT 218-5555. g WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE THAT IS CLOSER THAN 5 FEET M A TREE TRUNK, THE TRUNK SHALT. BE PROTECTED BY STRAPPED -ON PLANKING TOA -- ��- RIGHT OF WAY (R.O.W.) APPROPRIATE RI�, HEIGHT OF 8 FEET (OR TO THE LIMITS OF LOWER BRANCHING) IN ADDITION TO THE REDUCED � FENCING PROVIDED. --- --- --- -- EASEIVIDIT 12. THE C(NNiiRACTOR, AT HIS EXPENSE, SHALL PERFORM QUALITY TESTING FOR ALL WASTEWATER PIPE INSTALLED AND PRESSURE PIPE 111. AYAItABf E BENCHMIARftS THAT MAY BE UTILIZED FOR THE CONSRRULTCN THIS PROJECT ARE HYDROSTATIC TESTING OF ALL WATER LINES CONSTRUCTED AND SHALL PROVIDE ALL EQUIPMENTINCLUDING PUMPS AND GAUGES), 9. WHERE ANY OF THE ABOVE EXCEPiIDNS RESULT IN AREAS OF UNPROTECTED ROOT ZONES semosommm -mw LIMITS 4F CONtSiFUCiiON MED AS FOLLOIYS SUPPLIES AND LABOR NECESSARY' TO PERFORM THE TESTS. QUALITY AND PRESSURE TESTING SHALL BE MONITORED BY CITY OF UNDER THE DRIPUNE OR CRZ. WHICHEVER IS GREATER, THOSE AREAS SHOULD BE COOED CQ'1Et;£ STATION PERSONNEL WITH 4 INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. SF -9 -SIF -7- SILTHF E - ELEVATIONS ARE BLASE ON CITY OF COLLEGE STATION GPS MONUMENTATTON SPECIFICALLY 13. THE CONTRACTOR SHALL COORDINATE TESTING WiTH THE CiTY OF COLLEGE STATION INSPECTOR AND PROVIDE NO LESS THAN 24 10. ALL GRADING WITHIN CRZ AREAS SHALL BE DONE BY HAND OR WiTH SMALL EQUIPMENT TO MINIMIZE ROOT DVIMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVE TOM TO 2 FEET ,� ,g," ROCK I HOURS NOTICE PRIOR TO PERFORMING STERILIZATION, QUALITY TESTING OR PRESSURE TESTING. MOD THE GRADE CHANGE AREA MONUMENT # 138 WITH A PUBLISHED ELEVATION :�j OF ; 297.55 14. THE CONTRACTOR SHALL NOT OPEN OR CLOSE ANY VALVES UNLESS AUTHORIZED til THE CITY Of COLLEGE STATION. 11. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHN.L BE PRUNED FLUSH WITH THE SOIL AND BACKFIUID WITH GOOD QI R TOP SOIL WITHIN TWO DAYS. IF EXPOSED ROOT TREE L�'tiT:CTIOPN 15, ALL VALVE BOXES AND COVERS SHALL BE CAST IRON. AREAS CANNOT BE BACKFILLED WITHIN 2 DAYS, AN ORGANIC MATERIAL WHICH REDUCES SOL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO EVAPORATION SHALL BE PLACED TO COVER EXISTING FENCE THE ROOTS UNTIL. BACIM CAN OCCUR. TRENCH SAFETY NOTES: 16. ALL WATER BERVKE, WASTEWATER SERVICE AND VALVE LOCATIONS SHAM. BE APPROPRIATELY MARKED AS FOLLOWS: 12. PF 0R TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIPLINES, A CLEAN CUT SHALT. PROPOSED FENCE BE MADE WITH A ROCK SAW OR SIMILAR EQUIPMENT, IN A LOCATION AND TO A DEPTH ,^,F ---O OE ---OE- - OVERHEAD ELECTRIC 1. IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE U. S. OCCUPATIONAL SAFELY AND HEALTH WATER SERVICE 1V' ON TOP OF CURB APPROVED 8Y THE FORESTRY MANAGER, TO MINIMIZE DAMAGE 10 REMAINING 80015. ADMINISTRATION REGULATIONS, ALL TRENCHES OVER 5 FEET IN DEPTH IN EITIER HARD AND COMPACT OR SOFT AND UNSTABLE WASTEWATER SERVICE 'S" ON 70P OF CURB CURB VALVE 'V' WILL A WATERED EEPLY---3 13. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ARES DOWN GUY SOIL SHALL BE SLOPED, SRM. SLEETED, BRACED OR OTHERWISE SUPPORTED. FURTHERMORE. ALL TRENCHES LESS THAN 5 FEET ON FACE Of CURB CR RAYED ONCE A WEEK DURING PERIODS Of HOT, DRY WEATHER. TREE CROWNS ARE TO !3E SPRAYED IN DEPTH SHALL AIM BE EFFECTIVELY PROTECTED WHEN HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. TRENCH SAM TOOLS FOR MARKING THE CURB SHALL BE PROVIDED W THE CONTRACTOR. OTHER APPROPR{ATE MEANS OF MARKING SERVICE AND WITH MISTER PERIODICALLY TO REDUCE DUST ACMMULA11ON ON LEAVES. N46OO'E 230,®1A SYSTEMS TO BEUTgJZED FOR THIS PROJECT, VALVE LOCATIONS SHALT. BE PROVIDED IN AREAS WRFIOUT CURBS. SUCH MEANS OF MARKING SMALL BE AS SPECIFIED 13Y THE CRY Of 14. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZINE OF A TIRE!~ A PLASTIC METIES $t BOUNDS COLLEGE STATION. VAPOR BARKER SHAD. BE RACED BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME 2. IN ACCORDANCE WITH THE U. S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS, WHEN PERSONS ARE INTO THE CRZ -- BUILDING UNE N TRENCHES 4 FEET DEEP O MORE, ADEQUATE MEANS OF EXIT, SUCH AS A !ADDER OR STEPS, MUST BE PROVDED AND 15. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHWA. BE LOCATED SO AS M REQUIRE NO. MORE THAN 25 FEET BE LATERAL TRAVEL PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE I WATER METER BOX ISI SINGLE SERVICE 16. NO LANDSCAPE TOPSOIL DRFSSNG GREATER THAN FOU__R��__((4) INCHES SHAD. BE 3. IF TRENCH SAFETY SYSTEM DETAILS WERE NOT PROVIDED IN THE PLANS BECAUSE TRENCHES WERE ANTICIPATED TO BE LESS PERMITTED WITHIN THE DRIPUNE OR CRZ OF TREES, WHK�YEli IS GREATER. NO TOPSOILS H DOUBLE SERVICE THAN 5 FEET IN DEPTH AND DURING CONSTRUCTION IT IS FOUND THAT TRENCHES ARE N FACT FEET OR MORE N DEPTH OR PERMITTED ON ROOT' FLARES OF ANY TREE. OR TRENCIKES LESS THIN 5 FEET IN DEPTH ARE N AN AREA WHERE HI,7ARDOLS (,RQt1ND M101NE1,IQii IS EXPECTED, ALL tX)NSTRUGITON SHAD CEASE, THE TIENGED AREA SHALL BA�iCADfO AND THE ENGINEER NOTIFIED IMMEDIATELY, %IALL NOT BE SN AS BEDDING WATER AND WASTEWATER 1ACCEPTABtE AS IN SPECIFICATION ITEM ISTOH WTElBALS 17. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC, A� CO.Nv RAT SHALL .axIFY Au CONSIRUCTIOId SHAH f�1 RESUME UNTIL APPROPRIATE TRENCH SAFETY SYSTEM DETAILS, AS DISK;iN® BY A PROFESSIONAL BEDDING ARE PIPE BEDDINGPEA GRAVEL AND ILIEU OF SANDEARNANRALLY OCCURRING OR MANUFACTURED STONE MATERIAL CONFORMING TO ASTM C33 FOR STONE QUALITY AND MEETING THE FOLLOWING GRADATION SPECIFICATION. CONSTRUCTION EQUIPMENT SHALL TAKE PLACE tEfORE CONSTR1jCRON BEGINS. ALL PRUNING MUST BE DONE ACCORDING TO CiTY STANDARDS AND AS OUTLINED N LITERATURE PROVIDED O EXISTING TREE �SHQ DIMENSIONS ,�r THE Boa sITTr TTI AIacKIT£cr OF a 6LoTIEi' NY alM N ENGINEER, ARE TETAINED AND COPIES SlUBMITiFD TO THE CLT( OF GC11EtE STATION. - BY THE INTERNATIONAL SOCIETY GE ARBORICULTURE (ISA PRUNING TECHNICLUES). ( TO REis4AVN s:GNAL. ERRORS. OMISSIONS LIR SIEVE SI7F PERCENT RETAINED 13Y WEIGHT 1/2- 0 18. ALL OAK TREE CUTS, INTENTIONAL OR UNINTENTIONAL, SHAD. BE SEALED WITH M DISCREPANCIES EBE NiNO OR F'AGRtCAnNG CO NOT SCAN. THESE RE EBEGIN NY %AORTIC aPta�sWlNCS. STREET AND DRAINAGE NOTES: 3/8" 0-2 APPROVED PRUNING SEALER IMMEDIATELY (WITHIN 10 MINUTES), TREE PANT MUST BE KEPT 0 EXISTING TREE TO BE REMOVED ON SITE AT Al TIMES ( I ( 1. ALL TESTING SHALL BE DONE B7 AN INDEPENDENT LABORATORY AT THE OWNER'S #4 40-85 #10 95-100 19. THE FORMIRt' MANAGER HAS THE AUTHORITY TO REQUIRE ADDITIONAL TREE PROTECTION _/ EXPENSE MY RE(ESTING SHALL BE PAR) FOR BY THE CONTRACTOR A CITY INSPECTOR BEFORE OR DURING CONSTRUCTIONN, BENCHMARK SHALL BE PRESENT DURING ALL TESTS. TESTING SHALL BE COORDINATED MOTH THE CITY 20. THE CONTRACTOR S HEREBY NOTIFIED THAT CONNECTING 70, SHUTTING DOWN, OR TERMINATING EXISTING UTILITY LINES, MAY HAVE ( LCX;MTTGX'N INSPECTOR AND HE SHALL BE GXVEN A MINIMUM OF 24 HOURS NOTICE PRIOR TO ANY TO OCCUR AT OFF-PEAK HOURS. SUCH HOURS ARE USUALLY OUTSIDE NORMAL WORKING HOURS AND POSSIBLY SEMEN 12 AM. ARID 20. TREES APPROVED FOR REMOVAL SHILL BE REMOVED N A MANNER WHICH DOES NOT TEST. 6 A.M. IMPACT TREES TO BE PRESERVED. REFER TO THE CiTY OF ROUND COLLEGE STATION TREE TECHNICAL MANUAL FOR APPROPRIATE REMOVAL METHODS. 2. BACKFILL BEHIND THE CURB SHALL BE CXOMPACIM TO OBTAIN A MNIMUM OF 958 MAXIMUM DENSITY TO WITHIN 3" OF TOP OF CUREL MIAIM& USED SHALL BE PRIMAMLY 21. ALL WASTEWATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TEXAS COMMSION ON QNVIRONMENTAL QUALITY (TCEQ) 21. PRIOR TO CONSTRUCTION, ALL LOWER TREE LIMBS OVER ROADWAYS MUST BE PRUNED GRANULAR WITH NO ROCKS LARGER THAN 6' IN THE GREATEST DMENSIOR THE REMAINING 3" REGULATIONS, 30 TAC CHAPTER 213 AND 317, AS APPLICABLE. M A HEIGHT OF 14 FEET USING THE TECHNIQUES DESCRIBED IN THE CRY OF COLLEGE STATION TREE TECHNICAL MANX - SHALL BE CLEAN TOPSOIL. FREE FROM ALL. CLODS AAD SUITABLE FOR SUSTANNG PUNT LIFE 22. "IONS FROM THE ABOVE REQUIREMENTS AND NEGLIGENT DAMAGE TO TREES MAY BE 3. OEFRi OF ( FOR ALL CROSSINGS UNDER PAVEMENT iNCLUONG GAS, ELECTRIC, TRAFFIC MARKING NOTES: CONSIDERED AS ORDINANCE VIOLATIONS. , TELEPHONE. CAM TV, WATER SERVICES, ETC., SHALL BE A MINIMUM OF 0 BELOW SUBGRADE 1, ANY METHODS, STREET MARKINGS AND SIGNAGE NECESSARY FOR WARNING MOTORISTS, WARNING PEDESTRIANS OR DIVERTING TRAFFIC DURING CONSTRLOCTION SHAIL CONFORM TAD THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. LATEST EDITION. 4. STREET RIGHTS-OF-WAY SHALL. BE WADS AT A SLOPE OF 1/4" PER FOOT TOWARD THE CURB UNLESS OP40M E NEXCATED. HOWEVER, IN NO CASE SHALL THE WIDTH OF 2. ALL PAVEMENT NIIARIOiVGS, MARKERS, PANT, TRAFFIC BUTTONS, TRAFFIC CONTROLS AND SIGNS SHAYL BE INSTALLED N ACCORDANCE WITH RIGHT-OF-WAY AT 1/4" PER FOOT SLOPE BE LESS THAN 10 FEET UNLESS A SPECIFIC THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREET'S AND BRIDGES AND, THE REQUEST FOR AN ALTERNATE OWING SCHEME IS MADE TO AND ACCEPTS BY THE CITY OF TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITIONS. COLLEGE STATION. I 5. BARRICADES BUILT TO CiTY OF COLLEGE STATION STANDARDS %Wl BE CONSTRUCTED ON ALL DEAD-END STREETS AND AS NECESSARY DURING CONSTRUCTION TO MAINTAIN JOB AND EROSION AND SEDIMENTATION CONTROL NOTES: 41 PUBLIC SAFETY. 6. ALL R.C.P. SHAD. BE MINIMUM CLASS M. 1. EROSION CONTROL MEASURES, SiTE WORK AND RESTORATION WORK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION AND ORDINANCE. 7. THE PAVING SECTIONS ARE 10 BE CONSTRUCTED AS FOLLOWS: SEE DETAIL SHEET EROSION SEDIMENTATION CONTROL O9/C70 2. All SLOPES SHALL BE SODDED OR SEEDED WITH APPROVED GRASS, GRASS MIXTURES OR GROUND COVER SUITABLE TO THE AREA SEASON 1N WHICH THEY ARE APPLIED. MMEMAND amE fla MHz WK Us= LIVE MZM AM= 3. SiLT FENCES, ROCK BERMS, SEDIMENTATION BASINS AND SIMILARLY RECOGNIZED TECHNIQUES AND MATERW SHAT BE EMPLOYED -! THE GEOTECHNICAL ENGINEER SHALL INSPECT THE SUPT INE FOR COMPLIANCE WITH THE DURING CONSTRUCTION TO PREVENT POINT SOURCE SEDNWA110N LOADING OF DOWNSTREAM FACILITIES. SUCH INSTALLATION SHILL BE DESIGN ASSUMPTIONS MADE DURING PREPARATION OF THE SOILS REPORT. ANY ADJUSTMENTS REGULARLY INSPECTED BY THE CITY OF COLLEGE STATION FOR EFFECTIVENESS. ADDITIONAL MEASURES MAY BE REQUIRED IF, IN THE THAT ARE REQUIRED SHALL BE MADE THROUGH REVISION OF THE CONSiRUCTION PLANS, OPINION OF THE CiTY ENGINEER, THEY ARE WARRANTED. 8. WHERE PI'S ARE OVER 20, SUS MUST BE STABILIZED UTILIZING A METHOD 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL. NOT BE REMOVED UNTIL FINAL INSPECTION AND APPROVAL OF THE PROJECT 7 ACCEPTABLE TO THE CRY ENGINEER. THE GEOTECHNICAL. ENGINEER SHALL. RECOMMEND AN BY THE ENGINEER. IT SHALL BE THE RESR'ONSIBILP OF THE CONTRACTOR TO MAINTAIN ALL TEMPORARY EROSION CONTROL STRUCTURES APPROPRIATE SUBGRADE STABILIZATION IF SULFATES ARE DETERMINED TO BE PRESENT. AND TO REMOVE EACH STRUCTURE AS APPROVED BY THE ENGINEER. 5. ALL MUD, DIRT, ROCKS. DEBITS, ETC., SPILLED, TRACKED OR OTHERWISE DEPOSITED ON EXISTING PAVED STREETS. DRIVES AND AREAS USED BY THE PUBLIC SHALL BE CLEANS UP IMMEDIATELY. A SEQUENCE OF CONSTRUCTION: A. INSTALL tR0510N CONTROLS AS INDICATED ON APPROVED SITE RUN. a B. INSTALL TREE PROTECTION AS NOTED ON APPROVED SITE PLAN C. SCHEDULE PRE CONSTRUCTION MEETING WITH THE CRY OF 01 STATION I du D. EVALUATION OF TEMPORARY EROSION CONTRtL. INSTALLATION. REVIEW CON5TRUCilON SCHEDULE AND THE EROSION CONTROL PIAN E BEGIN SUE CLEARING. co r r;.� SII .� �yN ., I . JI .. ►.r,IC,Ai �y; ry.I � Q CONSTRUCT SITE UTILITIES. H. MID -CONSTRUCTION ON -SIZE MEETING TO CXDORDKATE CHANGES IN CONSTRUCTION SCHEDULE AND EVALUATE EFRECIiVENESS OF EROSION CONTROL PIAN (CITY INSPECTOR, PROJECT ENGINEER, GENERAL CONTRACTOR). I. CONSTRUCT PAVING, PARKING AND BUILDINGS. J. COMPLETE CONSTRUCTION AND INSTALL LANDSCAPING. K. PROVIDE AS-BUIL1S TO OMER. L REVEGETATE DISTURBED AREAS OR COMPLETE A DEVELOPERS CONTRACT FOR THE RE-VEGLIATDN ALONG WITH THE ENGINEERS CONCURRENCE LETTER. M. PROJECT ENGINEER INSPECTS JOB AND WRITES CONCtIRRENCE LETTER TO THE CRY, FINAL INSPECTION S SCHEDULED UPON RECEIPT OF THE I.M. K RECEIVE CITY CLEARANCE FOR OCCUPANCY. 0. REMOVE TEMPORARY EROSION/SEDIMFJNTATION CONTROLS. G GENERAL f j � LONSTIK"UCT4"TES ALL RESPONSIDIlITY FOR THE ADEQUACY OF THESE PLANS RENINNS WITH THE ENGINEER WHO MIEPARED THEM. IN REVIEWING THESE PLANS THE CITY MUST RELY UPON N THE ADEWUANCE OF THE WORK OF THE DESIGN ENGINEER. REVISIONS DATE ]DATE ISSUED: 09107/2011 ISSUED FOR: CITY SUBMITTAL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 9MM THIS DRAWING MAY NOT BE MODIFIED WITHOUT HE EXPRESS WRITTEN CONSENT OF THE ENGINEER, ¢ AND THEN ONLY IN ACCORDANCE WITH THE RULES 4d� OF THE TEXAS ENGINEERING PRACTICE ACT. x _= PROJECT NO. 2011'-021 7, CAD FILE 11-021C10 .. .. DRAWN BY RW tea. ••.,..• CHECKED BY EBM , DATE: 09-07-2011 7-2011 El 181HEIRING ASMIATO .....A.SCALE: AS O I ED .... CKSON EL ME Q One Chish Dim Trait, Suite 5200 Round Roc TX 78681 ! Phone (51 2) 244-1546 ••�® Fax (512) 244-1010 °AdlBaCIO ; www.hea.e pro ®V ' 0 TBPE Regi on No. F-12709 DWG 3 01- j 11 JOB NO. 011-021 0 2011 HEA, Inc. i I 436 F—A amwzam- awwzam.. fvw Rw C-1 (Comm m) & ov (0my) 20 pwz c-1( Cvmmffw) a ov (am' b' j RflU (SEE All 8 PER 2WK91N PUT.) SCALE: 1'=20'-0` (SE All 8 PIR SUMMV PLAT.) LOT 234 CM10F sm 1PLACE, LP LOT 27 LOT 234 Ca.Mr VABON mWPIAC& LP. LOT 27 5.01 AM VOL 7 ;EIII 524 A00 0 29 40' 5.01 AM a 827 PG. /if 524 AM UNPIA77ED MAW LWRA77ED rhow UARAT70 20' OW PU&C UMN 20'#V FDIC X&DIff PIPLA70) &%Wff (MAno) - ---------------- EREWAS SIM= 9== X= 20' NX PAYME ACCESS 20' 1441 PRIVAT AIXM W99M& MW U771ff Y MgM & R&X O EM" (DRAW) ` ' E&WK (MMMD)W 1/2' IRS - 12' RS N W47'221-1184.82' N SY47221-184.1/2IRS / I 2' 8 I I - I N 5747�2t 7 I T - W—i ----= � all I I fRaw�mm m m Ill w-, "<I;it�i Il: ����--i11— _ rI�i���W������` �_ i�{����,, � D '/ '�' ��� ___ 'l !'�j� — '- _..._ Cn J CAA ti Cq Co. C, 801 IY07 T11107 — OOMW FOGIMINT J21F P4 Fr-. 322w I77/ Z4 F - 322W 5,U40 LOT BLOCK3 LOT 18 W.15 , BLOCKS$ g , II 1. 17A CRES POINT 1. 17ACRES ` °� III I -� 32, MW =50 III3M.5 12230/ ' 32225 II 32280 32180 M.40 WX EXI EXIT 32110 II I ION ONLY �: �� I I II I 2140 �'�II { II w Q DO 322.10 II ..... ..... II II INSTALL Cff OF MOF STAMV, U& I I aff OF COLLEGE SrA&V, U& uxff M"20' M a EAZ" MffD J.26211MISIII 32280 XUD.120 ACW 5 M 5282, Pa 202 M 5282, PG 202 aww zam. C-1 (MMEAM0 & OY (09RA r) (SEF WIT 8 PER WD1991N PMT) LOT 17 1.61 AM MRAUM COLLME STA 7W MAW RAC& LA n 8274, PrA Ill MRAno III � ! 2 SE�4r4x III � I z0 5�, WL 322.20 322.15 20'#V 20' OW v 1 3203 1D( 6M 7R4VV 1 7 LK R HEW nuivu PIPE LK- Ix Ma NUM Na- INE a. amw nUVSRR Rpff LK —G —G G G— G G— Ljj4 J U 8M TRW& PFE LINE Moy MAS ER PIPE LINE D( Dmy NV&& PIPE LZAE-1 D( 8EW nM ER PIPE ME G AW-QSXflrF1a0 OM G G G G j G— G AWS 5i5GF0 BE REW G G G G A NO CAS 70 Il M D Om mm- AWS W 70 1/2° IRS 4'6 - Dr NO 1/2' IRS EY K) b7--NLIE i.f 114) 4"t7 EX NO fb IRSN., �/2*'hr. N RWR aw 7K afa & EX& FM OPW 20. 01 Dr aEa & Rffl? opw LX ... .. . ...... ..... ... ... & Rffi? OP71C 20.0, f X pp S- 5T47122*Wii184.8f F Fe FPO-. Fe E Fe ra pm F! Ir EX TXU GAS Ell AV I a MS —G G— G G- G G G G— G G G— G— G G- G G G— )w Dr. ME's .1w 24"W 24-V 24"W —24"W Z 24"W -24"W 24"W ffY J20.27 24"W —24"W 24N 24N —24"W —24"W 24"W 24'— -24 MY =27 24"W 24' K IX 24" K IX 24' K D( 24EX ALL RESPONSISIUTYrPTH ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN f P ms ( -1E WORK OF THE Ill ENGINEER. REVIEWING THESE THE CITY MUST RELY UPON ADEQUANCE Of THE DATE ISSUED: 0907/2011 CIT, OF Caff&r STAWY, 7WS - SLOFS MaiaM ROUTES MAY NOT MaP 1:20 Kf% Va&NW aff OF Caff6r STAW, MW 20' NVY 0l AS A RAMP. W1171117Y FAONW ISSUED FOR. CITY SUBMITrAL MM J.2J8 ADY NACT 2 - THE MAXIMUM 5LOPE- OF A RAW IN NEW CON5TftTION 151u:112,.' M THE SEAL APPEARING ON THIS DOCUMENT WAS n m 20 MAXIMUMR15E FOR ANY RW M 15 30 in. RANAWL5 1BE AUTHORIZED BY ERICMN B. MENDOZA, P.E. 980116 PIWOOM IN A0GOWAINGE NTH 1VLR REGLAIREMEN5 FOR ALL RAMP5. THIS DRAWING MAY NOT BE MODIFIED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, - AC4ESUBLE ROUTE5 H)ST HAVE A CM%-4� NO 6f�EAIER FIRM AND THEN ONLY IN ACCORDANCE WITH THE RULES 6R" WRFAa ALM AGCf%IM RUqB MbT BE STARZ FIRM AM OF THE TEXAS ENGINEERING PRACTICE ACT. 5TATE H16MAY NO. 40,-R.0A. VARIE5 SLIP W-56TANT. -N . . . . (IN. 0. FITCH PARKYWO MMWIM ACa:ffiRE RMT 0% D NO 51.,OPE5 GREATER TRAN 2% ANY VMTION IN THIS AREA. One Chisholm toil, Suite 5200 Round Rock, TX 786BI Phone(512)2 '-1546 01 GRADING PLAN 02 DRAINAGE PLAN Fox (512) 244-''010 www.heo.eng.p-o TBPE Registratic n No. F-12704 IJOB NO.2011-021 02011HEA, Inc. Mom E 1 3 CURRL7VT 2OAUNG: fWW M4SE C-1 CwTVIL & ov (OVF m, �I (SEE NOTE 8 PER WMMSION PLAT.) LOT 23A Caff6f STA INION ARKFIRAI , L.P. LOT 27 5.171 A(YtFS PML. tt27 PG 111 5.24 ACRES UfI4°UTTED TTED UJUPUITED 2°x2 TEE! 2°x!° REDUCER - In — a 4 EASEMENT ( tAr0) 2' TYPE �'r COPPER �. "'°� I TAt (f� LL- ,,-- a. STS � � ds 24X a. — — — — — 20'WIDE PRNAlF ACCESS j� F�ISEMFTrT &PUBLIC urTurr 5� DETAIL 021(81 _ EAS Wff (UNPMUM) g 1/2' IRS ----- '2 T�II6i 5LE EVE INSTALL (I 1/2 IRS N 5Q'47 22 EN194.82 — 5EE DETAIL 05161! 3/AST �6ATION I u > / ti� u 50'4722 ANGLE POINT LU ��� 2D PRIVATE 86.22` vAtt WON Pt�C �1°' L�cFss EM & — -- INSTALL i ft'+5TALL t� 0 Lo I ��1 (IIItIIY E,4SEAIENT — -- — I" DONESTIG I ElAGKFLOK PFeVEWOR �'' � / — -- 5EE DETAIL 03/61! 1 LXIT �------- '_' EX 12° NL I F>~ WWMT1 10' Nw . �.- _ _ _ .___ _ Df. 10 WW — D( WWMH lRRI6RTI0�l F'LAN5 • R� _ -._- ... _._____ i=— 1�2 -317. _�___ RIM = 325IXJ — ___. - FCR CORTINUATIOM 0 or , EX POE? UNE — _,•''"�—- � 17( LINE fz - J09.J0 � •m. 2275' — EX 12' WL 1IiTAI.L ILO r7' 7 15W TEE ► b* 45" BEND INSTALL -- 5S(bW - 6REME TRAP SCALE: ° - !s' q L.F. Dpi � 5_-1��ji�1.#yJ�FA��iN6 PLAN � ° / FIRE �t%T7FZAInT1 UNIT FOR DET dL i j � VE AIL 01/C11 i' DETAIL OVGb!%'+ 323 j ( 9x13 "r } UTIIJTY b' FL=31180 '�� _ ji' 32� ff � 20' Wiff PR1vATF ACCESS 20' W67E TE ACCEJS - b" FL=311:70 PL�BtEC UITUTY 'p IN57ALL( UTiLIT1' SERYIGE i'RGrVIDE�S: 64S & PU811C - " � j FA5aw (UNPYAW) I UTILITY ;1 b 6A3 KYE i �bter Electric 3 I I ' b" Fl-=--31 i�'�a+KxJT r0 6RAD1� cURRENr zQN/uc, Glty Of College %atbn Gty of College Std orf . .—. . _.... CURRW 70W- y�°SEE q%O C-i (tom! a?C1K) & Ov (OVE7�'1AY) ( �: ' ; ` D]^T�1lL CI$1GTl C-1 (CO,fIS4/FR W) & 0V (aUWAV Coll ge tdo College 5tQtion, TX i1$4� WALL .L II ,-'� INSTALL Goll Station, TX "17$42 " } (s uor� PLAT) (sFF NOTE e PFR sv1�MSIDN PUT.) _... b" T4 . �� ��' I�tII Lor r7 (g1g})1643510 (g1g) '164-3535 b CE GOND GTiON lor 19 1.08 A00 III :' 1,61 ACRES 6A5 Ix I _ b" FL=311.$3 UIt��1A1Tf1r '.'� /� t UNPMTTED Wcstel'aater ATI 0 ffi .>pL 3 to � IETAI.L OHM CtXl *F STATION PdAI ;FTT'LAL'!y LP. III I ,: y` '� CIXLEI,E STAT1aN MARKETPLACE, LP Glty of Goilege Statbn 2g1 N Earl Rudder 31t. CW-0 4.65 ACRE PAD ---. - VX 8274, PG 111 P.O. BOX ggb0 TRACT THREE ,,, {,��/ayp,1 UNPUTTET) 6011 Station, TX 17$42 & yat, TX 17802 (' �` EX RE j HX 8274 Xv. 111 1.(g7g 164-3510ie J I II I I ` /jf' (GK ) L.1V blOO - T;fPLATTFD [INTAR III INSTALL a i a>5 b"FIVJTW f U WAS II 2-#0Y GLE�tf TO ' EL=3I7.g5 �, 5�f DETAIL /611 Imo' PlAES -- w CONTlNl1AT1ON i "z f w / I — a ALl AT� S S1VERIFY OTIFT Do �T �p - DETA IL 02 THE �azcrtlTec C,p1 sYN 01lArE N II I/4' gV rn SIOiwKl L FRRORS. 0?JI IONS OR b' FL=31$30 FODTPWNT I 1 � ah z OISGREP6iPiCiES BE RE SE43IN +VtJ �� NINO OR FA9RICAnNG YYORK ' Cs DRAWINGS. II � ; :' _ SCALE: � � uo Ncrc �r.,at.� n-IESF� r V ; I i LOT 18, BLOCKS ; Y IN5TAIlJ - II I 1.17ACREs 2" g00 BEND I I (I 1 � r I j II I 4 i ' III I 2Aro x36 II ONL20 cr. I LU II s66 tilt II �` GONTRAGTiOR TO GOORDINATE LLJ C7Y OF 0011EW SUTTON, TEJG4S I i WTH 605 COMPANY ACTUAL 517E i � 20' ni fie FASE�lft'T � I if 1 � AND LOCATION CAUD 3.2621 AG,4ES �I I+i}L 5282, FG 202 .- LYJMPANY LiiSEMENT 1' a al &Wwcg a Will; In ge l ats M&mie wild 5 20 WIVE SLMM II j 1 vot 294 A.D.,�, tfxatkxffi. No valves, E t , e . all be cr�� d & Wffiln afts� 'side�lks, or civet . I 20' WIDE &W GAS SERVICES j 3 II VOL. 6096, PG. 229 EX DVMGY TRAM M UNE G G----�'---- A U111t!on its withki the stmt t tlon fall G — G ..._ G L7G L iYL7iUY > �r5 �R PPF t�uE G G — -- - � . o G G G I� i} i�lll tl dy l r`s -ti l i w, F!II LX ENERGY TMNSfLR RPE G4VE t _ .____.• _ __ _-_.._ - IX ENERGY P1PE UNE G G G G G G G I. _ __ __ __.. _. .. _ ___, _I —G ....T O._ ----- i G ArAK�tS GV TtJ r�Rm G G G G G G iftarlal 5 all l?ePl 11i t#IfeYfi 1�5t Oxc.PtieluP f�� LI I ATAW W 0 X RaD � MM G G G �._-_, n. �TM - - -�--- , (12) io05a. , f • � � \ � 1/2 IRS " layer of moria! !I � EX NO 1 2 IRS - - D N0 fENCf N Y74722't 24924 LJ N Ex & fT6fle 01'77( 20.0' EX-PP- "5-5Ii 7'22°WNt8 82'- __ w. __ _ _ _ Ex. ELFC. & RBER OP17C ��---- G 1X 1XU GAS G IX- G G �O I G G` G- G EX TXU G — G G G G G `. G G G EX 24' WL " 2 'W FX TIZE A 24"W 24"W 24"W 24" 24"W 24"W 24"W 24"W 24"W 24"W 24"W j 'y 24 'W 24 W 24'W Df 24 NL DEM OF ALL EXMNG RIM = 320.27 I 110N. CffY OF COLLEGE STA TF1'AS—� " 20' U>IUTY FASaENT � ' TIE PFZ4P051� I V4 6A5 LINE INTO cALLm . 23B ACRE TT�Aer 2 EXI511N5 6A5 LINE CONTRACTOR 0 M. PG 29D To GOORf)INOTE WITH 6A5 C *ANY UTILITY PLAN 11XFOR ACTUAL 517.E AND LOCA-n0N 1 1 __.� ����� � (���� �� . � ` ��. S .�. � [ �� �� All RSPON5t8iS.RY FOR THE OF THESE PIANS REMAINS WITH "fEIE ENGINEER W110 PREPAIiEC THEM. IN �/,/i �j,'/] jQj, AEVIEv',ING- TNE5E PIANS, THE CITY MUST ktlY UPON THE ROEQURNCE OF THE WORK OF THE fNGRNf�A. REVISIONS DATE DATE ISSUED: 9 07 til I , (A. P. F I TCH FARK Y) ISSUED FOR: CITY SUBMITTAL THE SEAL APPE4RING ON THIS DOCUMENT WAS j AUTHORIZED BY ERICKSON S. MENDOZA, P.E. SW36 THIS DRAWING MAY NOT BE MODIFIED lWMiOUT E EXPRESS WRITTEN CONSENT OF THE ENGINEER, AND THEN ONLY IN ACCORDANCE WITH THE RULES _ w OF THETM(RS ENGINEERING PRACTICE ACT. PROJECT NO. 20111-021 OF CAD FILE 11 021 C61 .•° _. � DRAWN BY RW GalECli1=[} BY EBNI / /OD:°" ' BATE: 09-707-2011 li:�iileilEli;Mll8� JC SCALE: AS NOTEDam )nz One Chi holm Trail, Suite 5200 " Round Rack, TX 78fi81_ r Phone 751 2i 244-1546° '•, --- ---- -- — -- --- — Fax 1512 244-1014 www 7TBPE RegistrationNo. F-12709 KK r -----� JOB N0,2011-021 0 2011 HEA, Inc. DWG P 11 wM i i SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4"1/2" 0 X 18", 12" O.C. NOTE _1� 3/4" (COATED W/HEAVY GREASE) DRESS WITH gpDITEONAL ._..�. 6'-0., STONE AS NEEDED. 7... ' Y STONE IS TO BE MAINTAINED . -O„ N 6' MIN. SO AS TO PREVENT 's 4~ 1 -O CONSTRUCTION TRAFFIC -� 3/4' DIA. HOLE 1'-0" FROM TRACKING MUD ONTOBAR. CAP B°Im"I SER" Rm V Em D LONG METAL OR PLASTIC CAP, ADJACENT PUBLIC STREETS. RECYCLED MATERIAI tt/2' THICK AS MANUFAGCTTUUHREEDD INSIDE DIAMETER TO BE 1/18' GREATER �— _ cv 2•X4' WIRE MESH BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL j FASTENED TO T•POST APPROVED EQUAL MUST BE I" ENOUGH TO COVER YNNW I FABRIC RLE CAP IOF DSW1" FROMHEND OF BAR AVE STOP SO END q 10 S" 10' + _I FIR KINU SEDIMENT CONTROL FABRIC SUBGRADE FASTENED SECURELY TO SIDEWALK EXPANSION & CONSISUCTION JOINT SECTION A -A T -POST de WIRE MESIH NOTES:PLAN 3/A„ METAL T -POST B' OF FALTER FABRIC TO EXTEW 1. ACOORDANCE WITH B/CSS UNIFIED SHOWING SIDEWALK PLACEMENT SHOWING DIMENSIONS SAWED OR FORMED. AS REDO TO MAINTAIN. INTOWITH A TRENCH AND BE ANCHORED 1/8" TO 3/18" SEAL WITH EXPANSION DESIGN GUIDELINES in 3/E SPACED 8' APART WITH COMPACTED BACK F91 JOINT MATERIAL. MIT. 2. FINISH: LIGHT BROOM FINISH. JOINTS„ #3 BARS 3/8" R IN BE TOOLED 1' OETH SI AN INTERVAL EQUAL TO THE SIDEWALK MINIMUM t2' SHALL 8E FULL ALLOW 25' TO 5' AT TOE OF .:; «•: ; :1 WIDTH. EXPANSION JOINTS O 60' O.Q. SILT FENCE At6)�R i:'"-.' :....: '� CONTRACTION JOINTS OV O.0 WIDTH OF SITE ENTRANCE SLOPE FOR SEDIMENT TO - f. - .� .:..•:• t .�.. 4" " • _ 3. DOWEL IN AND RTE TO ANY CONCRETE � 2° HAY BALES TO E ACCUMULATE ALIGN FENCE ? STRUCTURE ADJACENT TO SIDEWALK USED IN AREAS OF ALONG SLOPE CONTOURS DRAINAGE FLOW. (DRIVEWAY, INLET C.) CURB, 1 O° I u SIDEWALK CONTRACTION JOINT JUNCTION Bax ETC.} WITH /3 x 1Y 2 � ST 8' MIN. DEPTH STONE VARIES OF FLOW BO to O.C� O.C. OR f4 x tz• BARS 6" co3 T (asTM D448, s• TO olcaoN L GALV.` F PE O S" DIAMETER) OVER 0' 100' 4. MATECOMPACTIOTk COMPACTED SUBGRAOE END �Ln OEOTExTiLE FABRIC FSI NATURAL GROUND �r� 11 MATEIBAL COMPACTED TO A DENSITY ii..11�> Ltd ��� x AT 9 ` XI DRY CROSS SECTION I WITH SAME SQUARE 4 0 FOOTAGE T 3'-0' MIN PROCTOR COMPAC71ON TEST ASTM N t— 5'-0" VARIES D898 (STANDARD) AND SHALL BE in --sly- 0-+% WET OF THE OPTIMUM _ p 4'X4" MIN. TRENCH 4' I� rt- 2% MAX 1 MOISTURE CONTENT VAN -ACC in 20" 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL 12" #3 BARS 2°� �^- �'�' SEE NOTE 4 BE PROVIDED FOR ENTIRE LENGTH OF /� -� SIDEWALK. /J EXISTING STREET � _A. /3 BARS O 12" O.C.EW OR 28 -DAY CONCRETEIF= 4° ' ' :: NOTES: 414 BARS O 18' O.GE.W. STRENGTH=3400 Pal . j `, 1. SIGN COLORS TO BE: (4" THICK MIN.) x:'• ' LEGEND & BORDER - GREEN SEE FINISH NOTE BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND ALONG LOCAL STREETS '•; ' 2. NOT USED y �' *3. HANDICAP 'JAN ACCESSIBLE SIGN TO BE LONGODINk SUM _� r CONSTRUCTION IT USED ON VAN ACCESSIBLE PARKING SPOTS SLIT CONTROL SILT FENCE ASSEMBLY 4 5° CONCRETE SIDEWALK SHOWING STEEL ALL CONCRETE SHALL BE CLASS "A' ONLY, 5E£ PLa�3 FOR LOCATIONS. HIES rr xa /ATE aETAL Na DATE gRcn UNIFIED °ETA Ra tr a C tlmas 11, IN ACCORDANCE WITH ITEM 403. I I EIlC3 UNI :IED 10r m' C mIJW13 7ACITY WCS UNIFIED ff C WHIS QTY OF E1 rAN JAN.2009 STANDARD DETAIL SWI -02A JAN. 2009 STANDARDDZ:TAIL SWPP1-02 1hif.'au,,r, BtYM STANDARD DETAIL SWPP1-03 tirrw�s>%u I 1 5T I L I Z CONS CTI N SILT FENCE DETAIL 0 510EYYALK DETAIL 0� 81�C TEo TIR". 5"1"00"? DOTE I L I I AP 516N DETAIL ETA I i NOTE MA ( AL ij� TYPE 'D' EXPANSION JOINT. 1 4 B SAT IB C"NF TO C. ITo TYPE 'G" JOINT TYPE "C" EVANSON JOINTS 1N CURB & GUTTER EXISTING CURB & GUTTER �• - T/C ELEV. + 3' SEE GRADING PLAN FOR ELEVATION SMALL BE SPACED AT A MAXIMUM DISTANCE OF TO BE REMOVED + I8" C. TO C. 60` APART AND AT ALL RADIUS POINTS, P.T.'S AND MATCH FL 01 KEEP 8" 185E TD TY LINE c P.C.'S. TYPE 'B' CONTRACTION JOINTS IN CURB & EXIS INE GUTTER nG ° a . _ T GUTTER SHALL BE SPACED AT A MAXIMUM ' . a . DISTANCE of ta' APART CONCRETE METAL DEFOR T BARS r3'� a s D WAY PLATE X 1 j 1 O C EXISTING PWAT. ( 6'j-H7113T1- - i j T1 IT 77PE "Lr - BASE COURSE d�1 6f /®/AlAg a/ l LONGI UEINAL REiMiFORE$A4E?17: ((�TTT — — — nr>c sm r 48 BARS AT 18' C ICD C TA�'N���idfSUi73 6. EXISTING BASE MW. I I� I I 1!1—-�!!=1 (— DRIVEWAY APRON SHALL BE SUBGRADE e STRENGTH = 4ODD W t4 � PREPARATION 6' 28 -DAY CONCRETE � TYPICAL a�2�/�� t�' /$�d ° 6r ( P� / I ! I _—_{ I I—III—l__ll�� F0�O��s WMMU DEFORMED TE BAR BARS O 18' O.CEW. ASPHALT ii /4 X 18' O.C. FRONS W/0 CURB & CUTTSAM BE ALLOWED ON OPEN SE�ATE� 3 � D �G FOR TYING NEW 30' IFEX. ' 24" CONCRETE TO EXISTING DITCHED STREET SECTIONS 114^ p-3/4 > ATED W/HEAVY CdtEASi )) 1/4'R—al'-115' CONCRETE PAVEMENT " 8" MEN: 9% ONLY 1 � ecrnnu e_eCONCR R•�� s @Y % s .• o NOTE: 3., 3EXPANSION ' TN' EA�� 3/4x 1 RADIUS POINT. CURB NEZAL KEY WA VPIATE EXPMS'ON JOINTS SHALL BE AT BO CENTER'S. " i iDCIM T E 104CEtJ& 77PEI -V- SHALL BE AT rEWANSIOM & t'rf F i �r°i" qP �®v'�yAPP�JE»S* T1PE "8' JOINT J91NT" TYPE '8' JOINT UNGITUDINAL JT: D 90 ORD OF RADIUS. „ SAWED CR FORMED, �. 1' TYPE 0' AMBULATORY RAMP WITH JOWrIibATER1AL (TYP.} 2W MIN REMOVERA0" LONa XNAL SLOPE 1:12 MARL GEOTECHNICAL ENGINEERING STUDY PROVIDED BY. �14 KLEINFELDER CENTRAL, INC. TBPE REG. No. F-5592 3/8" /B' TO 3/ 16" ? aoEWAtx-- 3/4" 0 =#4 BARS NEAT .Y 8 (MRN. BACK OF CURB TYPE 'B" JOINT 0 =5 AN5C8H DOWELS SAW CUT p. SAW WT Q .W. TtPE'B" JOINT AIPdT 77 THE CONCRETE SHOULD CONFORM TO TXDOT I/TM J60 A.ND ITEM 421, CLASS P. A FLEXIBLE BASE � BARS. 1s' o• E MATERIAL MEETING TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) ITEM 247, TYPE A, GRADE 1 OR : E ' �1� TYPE •G A NEAT-/EwsnkG ame ac GUTTER i0 BETTER, CAN BE USED AS THE GRANULAR BASE. THE BASE COURSE SHOULD BE COMPACTED TO A MINIMUM 6dirRiiYmC97oAb3J[1mr EXPANSION JOINT saw cur BE SURFACING I GG AS �mrJ STREET OF 100 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY TEX-113E. JOINING AND ; J0071AYOfffAT NOTES: REINFORCEMENT SHOULD CONFORM TO THE AMERICAN CONCRETE INSTITUTE GUIDE FOR DESIGN AND CMM V`N%E% FIRE LANE STRIPING TO BE 6" WIDE RED PAINT WITH 'NO PARKING FIRE LANE" IN 4' TALI WHITE LETTERS. TYPICAL COMBINED CONSTRUCTION OF CONCRETE PARKING LOTS, ACI REPORT 330(5) WORDING WAY NOT BE SPACED GREATER THAN 30' APART. STRIPING TO SE PAINTED ON THE FACE OF CURB p �A ■ SECTION d� COMMERCIAL ®I�IVEWII H C0114C TE PAVEMENT JOINT LAYOUT ! WHEN PRESENT AND PAINTED FIAT ON THE PARKING SURFACE WHEN IT IS NOT. CURB & GUTTER SECTION E Y��: - BFCS UNIFIED Mr OF C;t.a 1=1 DA1E aETAL. no. DATE uETkL No. LATE j EIIR'.$ UNIF115D �'rrat. U0. C �tr�$ sa QTY OF 81Y/d�H DND UNIFIED #►Ar C aumrS ae QTY OF @IYAW1 JAW. 2009 STANDARD DETAIL $T�$ �� J 11. 2ttWD7 STANDARD DETAIL $'r3�S#Ei JAM. 2009 STANDARD DETAIL ST1-01 1wi•1lM1Yr TAVMENT 1NT I L ob Flmr-LANE R I T I L 01 6U AND GUTTER DE.TA 1 �. P� G�JhI T I11 �' DETAIL ��1� T PAVIN(v 5 G I I NOTE;- ME OTE:TYPE 'G' EVANSON JOINTS IN CURB & GUTTER I SHALL BE SPACED AT A MAXIMUM DISTANCE OF � • SO' APART AND AT ALL RADIUS POINTS, P.T:S AND P.C.'& TYPE 'B' CONTRACTION JOINTS IN CURB & SAND BAG CUTTSHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. i i! +'6T CINDER BLOCK 24" FILTER FABRIC 1' NOT TO COVER DRAIN INLET SAND BAG t2" QQ12' ApP( 1 J'R FILTER FABRIC ArR X RGENEML a ROCK S12E 3/4' TO 1-1/2. �CO STRUCTIO'N D"LETAIL 6' / ������♦ V\ 4 a 4 G • � NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR BARS CONTINUOUS FILTER SEDIMENT -LADEN RUNOFF. ALL ESPONSIBILI FOR THE E CITY US OF THESE PLANS REMAINS WITH OF ENGINEER WHO PREPARED THEM. IN 7T 1� THE PROTECTION ALLOWS SEDIMENT REVIEWING THESE THE CITY MUST RELY UPON THE ADEQUANCE {)F 1HE WORK OF THE DESIGN ENGINEER. AND 3' CLEAR M. TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. DATEISSUED: 094 7(1Q� SAND BAGS SHALL BE UV RESISTANT HAY BALES ISSUED FOR: CM SUBMIiTAi AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. ♦ THE SEAL APPEARING ON THIS DOCUMENT WAS METAL T -POST AUTHORIZED DRAWING BY GRAY NOTSON B. MODIFIED P.E. OUT AS REVD. TO MAINTAIN. THIS DRAWING MAY NOT BE MODIFIED ENGINEER, THE EXPRESS WRITTEN CONSENT OF THE ENGINEER ANDOF THE THEN OTEXASTACCORDANCE WITH THE RULES ENGINEERING PRACTICE ACT. 2t�II' Y -DOWN STORM DRAIN %jD GUTTER. SECTION INLET PROTECTION40 .•° , •;' QTY OF JAW. 2009 STANDARD DETAIL SWPP1-00 T Alli[ t>arnu. et9. DetE oEAY.:q. ,...+..a.. ww,.a INCS UNIFIED 16lrw C wtllar9 8= UNIFIED I&G C -.NOR TA ,e.ae.aw JA.2008 STANDARDDE?TAIL��^00Iylu. One Trail Suite520Li Round Rock,'X 78681 d„. f °� FIR/ � TION 15 NOTE U5EP 14 NOT U 5Ewr Phone (2124 2441545 �+ �' �� 1 I L U CTI�e0` 12 I 1 T�� Fvx(51242�1 'l0i0 W W W.hao.eng pro � TOPE Iz®gists 'an No. F -i 2704 Nom, NT5 JOB NO. 20 1-021 @ 2011 HEA, Inc. EMIN1119mm ME= SHREWI is i I PCCP CONCRETE BASE COURSE TRAFFIC AREA PAVEMENT (INCHES) (INCHES) LIGHT DUTY 5 6 HEAVY DUTY 7 6 R•�� s @Y % s .• o NOTE: 3., 3EXPANSION ' TN' EA�� 3/4x 1 RADIUS POINT. CURB NEZAL KEY WA VPIATE EXPMS'ON JOINTS SHALL BE AT BO CENTER'S. " i iDCIM T E 104CEtJ& 77PEI -V- SHALL BE AT rEWANSIOM & t'rf F i �r°i" qP �®v'�yAPP�JE»S* T1PE "8' JOINT J91NT" TYPE '8' JOINT UNGITUDINAL JT: D 90 ORD OF RADIUS. „ SAWED CR FORMED, �. 1' TYPE 0' AMBULATORY RAMP WITH JOWrIibATER1AL (TYP.} 2W MIN REMOVERA0" LONa XNAL SLOPE 1:12 MARL GEOTECHNICAL ENGINEERING STUDY PROVIDED BY. �14 KLEINFELDER CENTRAL, INC. TBPE REG. No. F-5592 3/8" /B' TO 3/ 16" ? aoEWAtx-- 3/4" 0 =#4 BARS NEAT .Y 8 (MRN. BACK OF CURB TYPE 'B" JOINT 0 =5 AN5C8H DOWELS SAW CUT p. SAW WT Q .W. TtPE'B" JOINT AIPdT 77 THE CONCRETE SHOULD CONFORM TO TXDOT I/TM J60 A.ND ITEM 421, CLASS P. A FLEXIBLE BASE � BARS. 1s' o• E MATERIAL MEETING TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) ITEM 247, TYPE A, GRADE 1 OR : E ' �1� TYPE •G A NEAT-/EwsnkG ame ac GUTTER i0 BETTER, CAN BE USED AS THE GRANULAR BASE. THE BASE COURSE SHOULD BE COMPACTED TO A MINIMUM 6dirRiiYmC97oAb3J[1mr EXPANSION JOINT saw cur BE SURFACING I GG AS �mrJ STREET OF 100 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY TEX-113E. JOINING AND ; J0071AYOfffAT NOTES: REINFORCEMENT SHOULD CONFORM TO THE AMERICAN CONCRETE INSTITUTE GUIDE FOR DESIGN AND CMM V`N%E% FIRE LANE STRIPING TO BE 6" WIDE RED PAINT WITH 'NO PARKING FIRE LANE" IN 4' TALI WHITE LETTERS. TYPICAL COMBINED CONSTRUCTION OF CONCRETE PARKING LOTS, ACI REPORT 330(5) WORDING WAY NOT BE SPACED GREATER THAN 30' APART. STRIPING TO SE PAINTED ON THE FACE OF CURB p �A ■ SECTION d� COMMERCIAL ®I�IVEWII H C0114C TE PAVEMENT JOINT LAYOUT ! WHEN PRESENT AND PAINTED FIAT ON THE PARKING SURFACE WHEN IT IS NOT. CURB & GUTTER SECTION E Y��: - BFCS UNIFIED Mr OF C;t.a 1=1 DA1E aETAL. no. DATE uETkL No. LATE j EIIR'.$ UNIF115D �'rrat. U0. C �tr�$ sa QTY OF 81Y/d�H DND UNIFIED #►Ar C aumrS ae QTY OF @IYAW1 JAW. 2009 STANDARD DETAIL $T�$ �� J 11. 2ttWD7 STANDARD DETAIL $'r3�S#Ei JAM. 2009 STANDARD DETAIL ST1-01 1wi•1lM1Yr TAVMENT 1NT I L ob Flmr-LANE R I T I L 01 6U AND GUTTER DE.TA 1 �. P� G�JhI T I11 �' DETAIL ��1� T PAVIN(v 5 G I I NOTE;- ME OTE:TYPE 'G' EVANSON JOINTS IN CURB & GUTTER I SHALL BE SPACED AT A MAXIMUM DISTANCE OF � • SO' APART AND AT ALL RADIUS POINTS, P.T:S AND P.C.'& TYPE 'B' CONTRACTION JOINTS IN CURB & SAND BAG CUTTSHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. i i! +'6T CINDER BLOCK 24" FILTER FABRIC 1' NOT TO COVER DRAIN INLET SAND BAG t2" QQ12' ApP( 1 J'R FILTER FABRIC ArR X RGENEML a ROCK S12E 3/4' TO 1-1/2. �CO STRUCTIO'N D"LETAIL 6' / ������♦ V\ 4 a 4 G • � NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR BARS CONTINUOUS FILTER SEDIMENT -LADEN RUNOFF. ALL ESPONSIBILI FOR THE E CITY US OF THESE PLANS REMAINS WITH OF ENGINEER WHO PREPARED THEM. IN 7T 1� THE PROTECTION ALLOWS SEDIMENT REVIEWING THESE THE CITY MUST RELY UPON THE ADEQUANCE {)F 1HE WORK OF THE DESIGN ENGINEER. AND 3' CLEAR M. TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. DATEISSUED: 094 7(1Q� SAND BAGS SHALL BE UV RESISTANT HAY BALES ISSUED FOR: CM SUBMIiTAi AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. ♦ THE SEAL APPEARING ON THIS DOCUMENT WAS METAL T -POST AUTHORIZED DRAWING BY GRAY NOTSON B. MODIFIED P.E. OUT AS REVD. TO MAINTAIN. THIS DRAWING MAY NOT BE MODIFIED ENGINEER, THE EXPRESS WRITTEN CONSENT OF THE ENGINEER ANDOF THE THEN OTEXASTACCORDANCE WITH THE RULES ENGINEERING PRACTICE ACT. 2t�II' Y -DOWN STORM DRAIN %jD GUTTER. SECTION INLET PROTECTION40 .•° , •;' QTY OF JAW. 2009 STANDARD DETAIL SWPP1-00 T Alli[ t>arnu. et9. DetE oEAY.:q. ,...+..a.. ww,.a INCS UNIFIED 16lrw C wtllar9 8= UNIFIED I&G C -.NOR TA ,e.ae.aw JA.2008 STANDARDDE?TAIL��^00Iylu. One Trail Suite520Li Round Rock,'X 78681 d„. f °� FIR/ � TION 15 NOTE U5EP 14 NOT U 5Ewr Phone (2124 2441545 �+ �' �� 1 I L U CTI�e0` 12 I 1 T�� Fvx(51242�1 'l0i0 W W W.hao.eng pro � TOPE Iz®gists 'an No. F -i 2704 Nom, NT5 JOB NO. 20 1-021 @ 2011 HEA, Inc. EMIN1119mm ME= SHREWI is i I GENERAL NOTE$. STANDARD FIRE HYDRANT (1) RNLEI tNWDED EARTH FijEE OF ROCK, LUMPS GATE VALVE AND CLODS EXCEEDING 6 SHALL BE PLACE BY HAND, W ALVE BOX AND COMPACM AROUND THE CAST IRON PPE TO A DEPTH OF 12" OVER THE ice' OF THE PIPE BEFORE + 8ACKRLLI. IS BEGUN BY ANY MECHANICAL EQUIPMENT. R£OUIREO (2) ALL CONCRETE BLOCKING SHALL BE 28 DAY MI STRENGTH a 2000 PL (3) ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2SQUARE FEET OF BEARING AREA OF CONCRETE ON, UNDISTURBED SOIL, OR AS DIRECTED BY THE ENG% M RE(MED (4) CONCRETE��87FLY R� LINTEL HASREACHEDDA A I (5) ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTGL'vl. BELL HOLES SHAWL BE CUT FOR EA04 BELL AND FIRE ANCHOR 90 HYDRANT. (B) A NNGNGrSH� ER LI MECHANICAL JOINTS UNLESS WATER WOTHERWISE /�TE YAL K (7) HYDRAIUTS SHALL BE LOCATED NQ CLOSER THAN 3 FEET (VALVE 8 Q MEA4t1RED FROM THE BACK OF CURB TO THE FACE OF THE FItt�IT STEAMER ON THE FIRE HYDRANT. FIRE_HYDRANT LOCATION + I~ 14 Z8 -DAY CONCRETE R ALIEN As NER7?ED STRENGTH -20D0 pet D WA pa4 9AR AROUND ALL VALVE BOX ��TT A VALVE BOX PER SPECS, T g _2" SQUARE AWWA EXORM FINISHED GRADE- --t CENTER( COLLAR. A F- �A NTS 4' PVC EXTENSION V�pVC CAP ($EE NOTE 3) I c PVC 'WYE %1r,H PVC CAP (SEE NOTE 3) 1 . � d� R R -O -VOR EDGE C>F EASEMENT � VARIES (SEEN SEE NOTE NOTE 4 PVC SED. 45 amH. , 3) PLAN (TYPICAL) '`-S7D. 4fe" SEND SEE NOTE 4--5 NOTE: r f BELOW PROPOSED 9ACK OF ,{��ERMIN. SCA,S ELEV. MUST THE ARCHMECT OF ANY StONAL. ERRORS. O.V,1 DISiCREPANCIE'S SEF � SENATO SANITARY R -O -W OR EDGE OF EASEM . VM ONLY WENN TOP OF GATE VALVE 2. MARK EACH SERVICE END WITH METAL 'T" POST PAINTED GREEN. � —VARIES 3. ALL MATERIAL SHALL BE ASTM 03W SOR28 W/ GASIO=TS 15 DEEPER THAN 5 FEET FROM 'f T1yi'�J THE ROW FOR EACH SER CL FINISHED GRADE. p (MAIL{ 1% 'StN.OPE}3) DWG CWF 20' �s• . FITTINGEE 71 j E NOTE 4 kk STANDARD CONNECTION PROFILE SS1ZED ARE O NOTED E I ' 944N ti E NTS 4' PVC EXTENSION V�pVC CAP ($EE NOTE 3) I c PVC 'WYE %1r,H PVC CAP (SEE NOTE 3) 1 . � d� R R -O -VOR EDGE C>F EASEMENT � VARIES (SEEN SEE NOTE NOTE 4 PVC SED. 45 amH. , 3) PLAN (TYPICAL) GATE VALVE A BOX BICS UNIFIEDoD X0 1 6 ov C 0uL m TAa �arta.&M JAN. 2009 STANDARD DETAIL W1-00 02 6 TE VALVE DETAIL Rrs c4 '`-S7D. 4fe" SEND SEE NOTE 4--5 NOTE: NOTE: WHERE W�1 J DEEP CONNEQMON PRORLE 1' ELEVALESS Is THAN SERVICE r-7' �r BELOW PROPOSED 9ACK OF ,{��ERMIN. SCA,S ELEV. MUST THE ARCHMECT OF ANY StONAL. ERRORS. O.V,1 DISiCREPANCIE'S SEF � SENATO SANITARY R -O -W OR EDGE OF EASEM . VM ONLY WENN TOP OF GATE VALVE 2. MARK EACH SERVICE END WITH METAL 'T" POST PAINTED GREEN. � —VARIES 3. ALL MATERIAL SHALL BE ASTM 03W SOR28 W/ GASIO=TS 15 DEEPER THAN 5 FEET FROM 3.9 MAX 4, A CLEAN OUT IS REQUIRED AND WILL. (SEE NOTE T.) At T1yi'�J THE ROW FOR EACH SER CL FINISHED GRADE. p (MAIL{ 1% 'StN.OPE}3) DWG CWF 20' 2. ALL VALVE OPERATING NUT FITTINGEE 71 j E NOTE 4 STANDARD CONNECTION PROFILE SS1ZED ARE O NOTED E I SANITARY SEWER OF STEEL,A AND PAINTED WITH TWO (i) Y SERVICE CONNECTION COATS OF METAL PAINT. — COPPER SNAKEPA TEST SiATiON (LICaHT DUi1j OR 3. EXTENSION$ SHALL BE A MINIMUM OF ONE (1) FOOT LONG. ft W C atr m5 TATE UAE JAN. 2009 NOV.I IUSE)Ld WAIL wn. 02-00 ae A�w� A — A UELam'°VIEW � �p ID. 06 5ANITARY 5EAER 5ERV SAPPOVED E�AI�m OR CON N ME 0 TI GATE VALVE A BOX BICS UNIFIEDoD X0 1 6 ov C 0uL m TAa �arta.&M JAN. 2009 STANDARD DETAIL W1-00 02 6 TE VALVE DETAIL Rrs c4 a _ NOTE: a �r 1. VALVE EXTENSION TO BE THE ARCHMECT OF ANY StONAL. ERRORS. O.V,1 DISiCREPANCIE'S SEF 24' X 24' X 8' ONLY WENN TOP OF GATE VALVE I i � 28 -DAY CONCRETE 15 DEEPER THAN 5 FEET FROM c � T1yi'�J STRENGTH =2000 pat FINISHED GRADE. D A DWG CWF WIN AH BAR AROUND 2. ALL VALVE OPERATING NUT ALL VALVE BOX. SS1ZED ARE O NOTED E I Z OF STEEL,A AND PAINTED WITH TWO (i) Y COATS OF METAL PAINT. — COPPER SNAKEPA TEST SiATiON (LICaHT DUi1j OR 3. EXTENSION$ SHALL BE A MINIMUM OF ONE (1) FOOT LONG. APPROVED EQUAL 4. VALVE BOX LIDS LOCATED ON NOV.I IUSE)Ld VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC A — A UELam'°VIEW � �p ID. CAPPER 9NA1tEPIT TEST VALVE BOX PER SPECS WITH BOX SAPPOVED E�AI�m OR EXTENSION AS NEEDED A A f I A 2" SQUARE AWWA NUT %MOO EXTENSION WITH NK Wfi CENTERING COU AR. rn � TERMINATE FROM TOPP OF BOX. AWWA C900 PRESSURE PPE STD. GATE VALVE W/BTAIVLESS STEEL BOLTS 14 _go._iC�� z Z 1WRE W/ All r PVC OR D.T. PIPE GATE VALVE A BOX BICS UNIFIEDoD X0 1 6 ov C 0uL m TAa �arta.&M JAN. 2009 STANDARD DETAIL W1-00 02 6 TE VALVE DETAIL Rrs c4 M -O -a a _ � = a �r THE ARCHMECT OF ANY StONAL. ERRORS. O.V,1 DISiCREPANCIE'S SEF z �25 xo i I i � WOl6K DRAWINGS. Q Wo � o c � T1yi'�J LO EL I W I 8 S DWG CWF W'd o DS I Z a Y w.00 NOV.I IUSE)Ld son=UUI boa,% mmmmm I A %MOO NK Wfi q� V rn � !s^� o z Iuj N Z yy� z Z W — baa luj M a j 4, co z mL)E ci �ZZ� V 3 529 §8s z # H IM W i5 R A DATE 8 , DATE ISSUED: 490=1 jS `" o x_La �' m THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON 8. MENDOZA, P.E. 980116 42 rs"� $ ft THEN ONLY IN ACCORDANCE WIRE THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT_ PROJECT NO. 2011-021 IL z M -O -a a _ CONTRACrORc- SHALL CONDITIONS AND DI AT THE JOB SITE AND 3Nn TOT al THE ARCHMECT OF ANY StONAL. ERRORS. O.V,1 DISiCREPANCIE'S SEF z �25 xo i I i ty< WOl6K DRAWINGS. 4 d c � T1yi'�J LO EL I W I 8 S DWG CWF W'd o o c� I = Y w.00 z m � ""LAI K W T' „J .� I U r,41 {& QI a iW c ea v cti Z.er < in I Til �j � W G 2_ r- viy rAs c� z gds Srti S w AdW go W � tl5 �Q=h NEW WATER SERVICE (SHORT AND LONG SIDE) DATE BIOS UNIFHBD NETS NO, lie of C att11I1& mm CITY OF OMAN JAN. 2009 STANDARD DETAIL W2.01 FLEXIBLE BASE & H.M.A.C. LID MARKED "SEWER" AROUND FRAME n C.I. FRAME & r USE THREADED CAP IN ACCORDANCE WITH THE " S G,> PLANS (IN PAVED AREAS) SEWER COVER I I FINISH GRADE RN I 'it FRAME 1i`1_ -'UNPAVED AR 5) — BELL END COMPAUED NAM BELL END i= BACKFILL PVC WASTE LINE �i•-=a! STANDARD 45'LENGTH TO SUIT=� } �� P.V.C. ELBOW TO BE PLACED IN BEDDING MEETING `" SPECIFICATION FOR TYPE AND SIZE OF PIPE. oz " m 4 = m SEWER SERVICE LINE 1B CROSSING L � -41 CITY OF EVAN �� BIOS UNIFIED 0 w& N0 I& ae C arms TA mh.Evr �� JAN. 2009 STANDARD DETAIL $$-00 0 1 _T 5- 5ERV I GE LINE OmmC^551 %; MNTS MAIN UIN'L JILL 45' WYE (ALL BELL) FOR CONTINUATION OS � CLEANOUT DETAIL 13 NOTE USED NTS NOTE: USE POLYETHYLENE %RAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TD PLUG « pr "" PIROKIP J•mmmomt r- E. ;=L312x HORIZONTAL THRUST BI.00K CE =21 THRUST •,a, r y . t r :.. 2. ALL. BEARING. SURFACES OF THRUST BLOCKS SHALL BE PLAOD AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 pmL 4. AOLIWIE�N�SIIMS MAY BE VVAERIEED1gA�S�RRE,QUIIREEDVpBLYI� FIELD WHERE OF CON(�tETE DI OCKRdG�SHALL NOTA BE <E� THANMSHOOWN HERE. 5. WBLAOCa�CRrMA G SHALL NNFA 15648 RIZED UNTU ALL CONCRETE THRUST BLOCK DETAILS ppURR CON AGAINST CONCRETE SHALL NOT Tt UNDIStSJ RTH EXTEND BEYOND ,DINTS ANT SECTION X -X PIAN VIEW TYPICAL HORIZONTAL THRUST BLOCK C3TY DATE BICE UNIFIED oEnA N0. 16 w C-1 TATE JAN. 2009 STANDARD DETAIL W2-00 04 THRZTBLOOKIN6 DETA I L oaNOTEZED 12" Approv d topping sleeve and valve xcavation depth to be 12" eloW bottom of gain 1f� Proposed grater service of ' ire Ilne Ca � f 5 - IIS 1 NOTES: l) AC PIPE ALL NOT BE TAPPED WITHIN J Ft. OF INY EXISTING PIPE JOINT One Chisholm Trail, Suite 5200 Round R4, TX 78681 Phone (51g) 244-1546 Fax (512) 244-1010 www.hea.eng•Pra TBPE Regh tration No. F-12704 JOB NO. 011-021 O 201Son1 HEA, MRanIm I'. CAI7 FILE 11- 21071 CONTRACrORc- SHALL CONDITIONS AND DI AT THE JOB SITE AND o-r-RIFY ALL ENSIGNS NOTIFY CHECKED BY EBM THE ARCHMECT OF ANY StONAL. ERRORS. O.V,1 DISiCREPANCIE'S SEF DIMEN `BIONS OR RE 6EiTIN i I i NING AR FABRICATING DO NOT SCALE THESE WOl6K DRAWINGS. I C71' LO DWG CWF 10 I NOV.I IUSE)Ld son=UUI boa,% mmmmm I A %MOO q� V Iuj luj ILI co mL)E U T I L I Ir"Y T A I L i ALL RESPONSIF REVIEWING TH ILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN ESE PLANS, THE CRY MUST RELY UPON THE ADEQUANCE OF THE WORM, OF THE DESIGN ENG NEER. REVISIONS A DATE 8 DATE ISSUED: 490=1 ISSUED FOR: CITY SUBfi'til�L THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON 8. MENDOZA, P.E. 980116 42 THIS DRAWING MAY NOT BE MODIFIED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER,AND $ THEN ONLY IN ACCORDANCE WIRE THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT_ PROJECT NO. 2011-021 One Chisholm Trail, Suite 5200 Round R4, TX 78681 Phone (51g) 244-1546 Fax (512) 244-1010 www.hea.eng•Pra TBPE Regh tration No. F-12704 JOB NO. 011-021 O 201Son1 HEA, MRanIm I'. CAI7 FILE 11- 21071 DRAWN BY RW 6 CHECKED BY EBM DARE: 09- 07-2011 SCALF: AS ,TOTED Qd� C71' DWG CWF 11 OWNNERSHTP OF ALL ABUTTING PARCEL: COLLEGE STATION MARKETPLACE L.P. ZONING OF ALL ABUTTING PARCELS: C-1(COMMERCIAL) & OV(OVERIAY DISTRICT ORDINANCE NO.2911) ELEVATIONS ARE BASE ON CITY OF COLLEGE STATION GPS MONUMENTATION SPECIFICALLY MONUMENT # 138 WITH A PUBLISHED ELEVATION OF ; 297.55 LEGjU DESCRIION 1.17 ACRE TRACT, LOT 18, BLOCK 3 TOWER POINT SUBDIVISION, PHASE 8A, ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS. NO. DATE COMMENTS 1 09/07/2011 SDP SUBMITTAL TO CITY OF COLLEGE STATION 2 3 NOTES: 1. NO PORTION OF THIS PROJECT TRACT IS WITHIN THE 100 -YR FLOOD HAZARD AREA AS DESIGNATED BY F.E.M.A. MAP ON THE COMMUNITY PANEL NO.48041 CO201 D & 48041C205 D, DATED FEBRUARY 9, 2000 FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS.. 2. SEE SHEET C10 FOR GENERAL CONSTRUCTION NOTES. 3. DETENTION HAVE BEEN PROVIDED WITH TOWER POINT SUBDIVISION PROJECT. 4. BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY KLING ENGINEERING & SURVEYING. (NAD 83 AND NAVD 88) 5. PROJECT TRACT IS SUBJECT TO ZONING BOARD OF ADJUSTMENTS (ZBA) VARIANCE 11 -00500002 -901 -917 -WILLIAM D. FITCH PARKWAY WHICH ALLOWS FOR THE ENCROACHMENT OF LOW PROFILE SIGNS INTO THE 20' PUBLIC UTILITY EASEMENT ADJACENT TO STATE HWY 40 (AKA WILLIAM D. FITCH PARKWAY). i 0'4HEET INDEX SHEET DESCRIPTION 1 CVR C0; R SHEET S11:E DjE VEL OPMEN7 PLANS2 PLAT Fl FLAT 3 C10 GE ERAL CONSTRUCTION NOTES SUBMITTED4 C21 ER iSION/SEDIIVENTATION CONTROL PLAN 5 C31 DIM " NSION CONTROL & PAVING SITE PLAN FOR 6 C41 DING/DRAINAGE SITE PLAN i, 7 C61 UTI CITY PLAN TA CO BELL 8 C70 GE ,ERAL CONSTRUCTION DETAILS 9 C71 un TTY DETAILS 10 LANDSCAPE PLN 911 WILLIAM D FI TGH PARK WA Y 11 SCAPEDETAILS COLLEGE STA TION, TEX4 S 7 7845 ALL RESPONSIBILI­jY FOR 1HE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEFIR WHO PREPARED THEM, IN ACCEPTING THESE OWWERIAPPLICANT PLANS, THE CITY bF COLLEGE STATION MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DES] N ENGINEER A TAC® III INC. STATE OF TEXAS 500 N. CAPITAL OF TEXAS BUILD.I7vG 2 COUNTY of BRAz h A USTIIV; TX 78746 -Erickson B. Me 'doza , do herebycertifythat the public works and drainage improvements descried herin have ben designed (512) 327-46.54 in compliance wit the Unified Development Ordinance DIRK DOZIER policy adopted by the City f College Station, Texas. � n ,� S OF Alt l.�l�I TCT ..�.�.......�.............. to �._.� .........o..... e kson B. Mend© HOOVER ,Q�A��CC/'') f'�`�]-�j j� INCs � Red stered Professional Engineer X� �.J l_/_zza TLA `r 4105 MEDICAL PKWY. SUITE 201 AUSTIN, TX 78756 (512) 467-2626 MORRIS HOOVER, A.I.A SITE DATA ENGINEER 1 C,71 (COMMERCIAL) & GV (OVERLAY E �TG AeHA G0OD ENG[NER-[ T .0 �► sso�IA TES ZONING DISTRICT ORDINANCE NO. 2911) OM CHISHOLM TRAM �+ BUILDING SIZE 2,949 SF SUITE 5200 PARKING REQUIRED j 1PS/ 00SF j ROU1VD ROCK, TEX4S 78681 1 130 Ps PARKING PROVIDED 7 45 PS � (512)244-1546 43 STANDARD PS & 2 HC PS ERICKSONB. MENDOZA, P.E. BICYCLE PARKING REQUIRED 4105 BICYCLE PARKING PROVIDED 4;PS CD SITE AREA 1:27 dCRES CD i SUBMITTAL DATE: SEPTEMBER Z 2011 MW#faV#A AP - - '01 WffA WA � rd 01 One Chisholm Trail, Suite 5200 DRAWN BY: R Round Rock, Texas 78681 Phone (512) 244-1546 CHECKED BY. E.B Fax (512) 244-1010 1 wwwr.hea.erg.pro Registration No. F-12709 P,I.C.: T.R H. 1 "0 'TBPE FILE NO: 11-0321 C'' R OD a DATE: SEPTEMBER 2011 SHEET: 1 OF 11 7 w � n Efi r - o dog Nye tad UJ �Y d SGS 0 tk oz {j ui Q d �� ow i j U0 o �) u U,} W CL 0 i uama y CNLO BLX 3 CURRENT Zam..(D'' FUW AWSE C-1(04 t 7MMERC64t) OY (oVfRLAY) 04' (SEE NOTE 8 PER SUN PLAT.) LOT 234 MOT STA176N ARKET1LALT; L.P. LOT 27 5.01 AMwX 827 PG 111 5.24 ACRESCO UNPLArO L41IP TOMPL411ETJ 't Uj Lo I 20' Iff PUNX UTIIfi' .,_ ( a 10 6Yif' � ` EASEMENT UMpIATTED) i _ _ 0 _ Ex S7, .-- ----- P."--.�`'� -*�=_ ---- --- — 20' SDE• PRtYAIE ACCESS' --- — — J — — — SAWGUT Ul�bL151I47 FASEME7VT & PUMIC UIVY ' EASEMENT (UNPL00) ExisiIN6 CURB 4 6UTTER —�� • 1/20 IRS N 50"022'EN184.82' 1 /2 IRS------ -- N 5047221f ANGLE POINT ul LIMIT OF $ y'>` 20' PRIME M.22 ,9 GONTRUGTiON Y K9f1TH P"MESSEASEMENT k MICr J X11 UTI M EASEMENT CL � UJI ~ _ 10' ww — —. .— �1 — EX 10 WW — -- R!M 31.93 #7YAbY — FLz' 3fr EX LINE — — — 7Dr _ 3250�D— Dr. Ex — — , \\\ EX. PO161ER L6YE — — — -__�. _ _._:_ r _ ft 309.30 - --- --� ' �- 22.75' 'jt U. 12- K\ W �~ INLET PROTECTION I1 MLIW J W ffl� DETAIL 12IG10';. EX I EXE0 I 323 tmufY EASaIENNj ` / S`�� 20' WWPRIYAiE' ACID 20' WE1E - N TE ACCESS ._.�---'T�MP()RARY TOP�aDI �T & PU&tC UfillT)' PUBLIC STOfE A BLOCK 3 EASfMEM (lhti4°IATTECif � UlI11TY CURRENT Z011a'G: ��9 %I %rte' !: ;f I� I CURRENT ZONING: C-1 (COMME?7C64L) & OY (OVMAV �) %-�� " ` `! C-1 (GG{fMERIxAL} OV (OVIRIAY) (SEg AWE 8 PEI? S!9�1 PIAT) (,SEE NOTE 8 PLR SLIBDNISJON PMT) I ( #;- ,' LOT 17 LOT 19 1.61 ACR 1.08 ACRES 51V 1 ` fc`' .�,: i C ? - ESE �nt,�,1�•y�y �_ "� {�+� /y�//��} - \ t to At7CA � - UARATO 5EE RETAIL O 1 EtEi /i�{ s?f �- �r _ _.� \\ i UNPIA70 I % ar (;` . - -- l_. I CO LEtf STAAM MARKETPLACE, L.P. COLLEGE• STAlit%V 9490PLAGE, LP.;, bYX 8274. PG 111 C1I m 4.65 ACRES tet. l.< I ' s; TRACT TT*E£ I r �� UNPIATTEO VOL 8274E PIS. IIIL `� 51 i it I tDIrTAIL 0710 N FLATTED w CONTRACTORS SHALL VERIFY ALL GONOI3iiShlS AND DIMENSIONS � ( THE AF�i�F�LTEGTTtETF AN`tNC�f}'•�E�nE r ^alON6S. ERRORS. 04a4t'SiCfI;S OR DISCREPANCIES BE F )RE BEGIN INN OR FABRICATING1W N'4FtiC s+ DO NOT SCALE THESrd.DRO WINGS. ! � LOT 18, BLOW �� � � � �� I � • 11. 17ACRES 2436 LIMITS OFAft 01 GITIuG�1o�t , f__AV j ;�; `• '� Ir it SG1LE: 1"=20'•0" I 20' 40' 111 , SAW 4 VD WED' L E X1 1 rl f r , i,ZY y .., , • J � ' z e� � � EXISTW O i/ .' I .. —, ; f '�. �� I. CONW.46TOR TO E AT ALL, ABIL CMM;11 ,ffM*ISE, ANY DIRT, IG y,V A PILLET F • —..- - _ —__ _I N l�wtGJa BTG. SPILLED, STABILIZED GrMTWTK I TRAGKED OR � 5E ill ON EXISTD6 PAS 5TR � � AND DCL X IT ANGE 11 Jam. BE IMMEDIATELY SEE DETAIL OV670 rI Uj MY OF CLk1EGF STATION, TEXAS 2, GONTRAGTOR TO I IG GONTI�IOL 9� ASREQUIRED - � 20'UW E45EMtM r `' ,� TI ClTION LALLEO ,[26,21 ACRES I � � I a � YOL 5282, PG 202 �� B, I�SIOPI ��AI1.: BE IN !'LACI* F�IO� TO Air' I'sOLiTll3� oIz Gf�t�TI�IlGTlolk. � 4. Tf GfliitAGTOR G T Afil ALL I+ATF QAC A I\& ISI ! 20' wIOE CLL{lPANY TO 601146 TIG DTII Tl E IXUI ST TG , DI€ZT HOW AW �ATION VOW WL 4 & 294 MAY � DLA R TO THE GO T TION THIS �I�'IT. ALL I TI ;/ i 20' WEDEYt7N GAS SfRt?CE5 SERFAGE 15 1 A6 , GoNGRETE OR GIMP 5E& OVER AN 19-46105w �I ' II j �iLT I l ] AI G7 ;r i # VOL609 P 229 GO LWE 5� �! COMPACTEDI i I EX TRAANIStER PIPE LINE ,' v --G` G EX. ENERGY MANS & LINE G G G G G 5, TIE GONWL TO1� ISLE T� Tr�I � � G G G G G — �_ __ G ~� IX ENERGY PIPE LINELU /- t DI�'�.aAL f� Al L i(�1f1? ? ID I+TE c�#AT� �ITI� Tflla I�f3,T'. --- — -- _ EX. E7Vfh1;Y 1RAdItSfE1P PIPE [AYE ' t �----- — G G G G G G G G i _t___ � G G_ ___--_.__ G- - __- j j ATWS GAS TO �l VERJFIED G G G — _ ____ - G ATMf2S GAS �• Fi�tD VFR� � ,, _ �____._.��.__�____� -_..._ G 6a, THE (O�dTRAGT(� �al{141.L U I� PIEGE%A�'i To i�3' 'TIS OGGUI�I�� OF IX G 1/2 GIRS G `. >`� G _ G— G r 1/2' IRS U. NO r'ENCE N 50'4T22t-249.24' �. P 1 LITT I TIIE IGT SITE, ` 5-5022' Y 184:82' D( ELEC. & �n oPnC a am & Rm OPTIC 20.0 � - G a TXU G �� G G G G G G G G r_1 Ex TXU GAS G F•1' PP G G G G G EX TELE MN ., .. .. „ 'W 24"W 24'W 24"W 2 'W ____� E7L 24 lii RIM = 320.27 24 W� _,__._.._24 W 24 W 24 W —24"W 24' W 24 W EX 24' M2 24"W 24"W 24"W 24"W I/SEDIMENTATION I CITY OF COLLEGE SMAION TMS 1 1Clu"NTROL PLAN 20' UI 9Y ECO I =0122 AME TRACT ? (' VOL W7,, PG 290 r ' Ali RESPON BILITYFOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN s [ REYIEWING ESE PLANS THE CITY MUST RELY UPON THE ADEQ / UANCE OF THE WORK OF THE DESIGN ENGINEER. REVISIONS DATE (( 1 5TATE H c7HAAY ®f 40�.O . P jA' j` YI DATE ISSUED, 0910r12011 A P. F I TCH 'ARK Y) ISSUED Isola: ON THIS SUBMITTAL- ' \ THE SEAL APPEARING ON THIS IX3CUMENT WAS t r ` AUTHORIZEDON B. MENDOZAt, P.E. 9M6 IS DRAWING MAY NOTI BE MODIFIED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, r AND THEN ONLY IN ACCORDANCE WITH THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT. PRCUECT NO. 2011-021 CAG FILE 11--:021C21 �. �� , DRAWN BY RWCHECKED M' EB 14 ' e DATE: oal 07-2011 OD .r ....a........>.............: SCALE: �S NOTED...., CKWN S. MENDOZA � One Chisholm Trail, Suite 5200 �4 ,$..,. �' , Round ,' ck, 24 a -- ""'""' � J• � � -•;,` __ __ .__... --- .._... —`_ _'_" r' ——._.... --.__ _-_,_.• —~ —" _—� ( Phone ( 12) 244-154-154 6 Fox (61'e) 244-1010 Ta1??d$ (� _ ,, �•• / \ —_ www.hei i.sng,pro % \ TSPE Re'istration No. F-12704 JOB NO. 2011-021 02011 HEA, inc. g 1111470 ¢ 11 =a TamaI FURM ROSE c- (COwfzw) OW (0 w 9?m (SEE NOTE 8 PD? MM PLAT) LOT 234 Caffff STATION 01WE41ACT, LA LOT 27 501 AMU WL 827 PC. 111 5.24 AM UAFLATO WZATO WPLA77ED -T 20' HIDE PUBLIC UIR17y EASEMENT (UAFLA770) S( Sim 20' WX PAWATE ACCESS U5UM & PUDIC UW7Y EASEMENT (UNPMTO) awB i 6UTTER 1/2* IRS 1/2" IRS N 5947220E-184.82' ya 3: N 50147221E 3z ANGLE POINT ILIMM OF /7 200 M PR VA TE 86.22' CCL 7 S GO WTION yARIABIE IMIN P" /I �1 ceffs & f B/C 5ia U79flY EASEMENT EAZmw N MOI/ rw Dr 12' K 10' w I I-- EX. EX K mF5-= w w 2 -EX. RM —132,1.0 Elf 761 lox UACE' RIM_moo I/ fz ill. 9. FY 22.75' Ft 30930 It. Lax HL A-, j ,>k. JEK �W DE �•. / / \ ` /f ' jJ R? F I! u0nuff av 20' #W PffiW A0ZS N' ww TE A00M 66" & P" Uffuff & me as" a4mAnw) uflwl OVWW ZONING: C-1(0 WMERQ & OV (OWRAY) (SEE Afff 8 PD? Ya ON PLAT.) LOT 19 O I 1 i ` > 'TRA2 0=0L 1.08 AM 5ILT UARArO &55EE IL� MWC,E STA7XW AMMMAC& LA *z o CAW 4.65 AM TRACT r - II 0- 8274, PG. 111 uvmmv I II 0 LOT 18,BLOCK3 II 1. 17ACRES ILIMM OF r 0 f' NL Al IIIALlz�� I i L PB, C06TWTION TRAFFIG 9A1 OM AM EXIT 1. COMMTOR TO AT I VWJ60 A STAEIIl�I I cmmw im amzwF- my DIRT, Imo, v1I5, Err, 5m= STABLIZED NMI) III - OR C*61WTU4 ------ SEE M5E 082CM P ON EA51INS PAVEV STREETS AND VRNE5 %VU TRACM EE OR UP. AL 2. CONTMTOR TO Ill 16 Um IW& MEA SM #6 REWIRED HO W' OF M" STATION, U& Uaff msaw m oumv mdl xwFr III M 5282, PG 202 3. ER0SWN COMM 41AU OE IN PLACE PRIOR TO MY OffOLITION OR C06TIMT10N. c) LL 0 20'W& -%a COVANY USOW 4. Tif C04MMAMOTOR ! ALL COIGM �T M ALL WAM %WMZ Ma% Me PRIOR 4 1 04 To 60IN6 VERTI N"M THE BUIL STRIZVe DIRT �= AM FOMA-1710N W= MAY f)E V0NE To RE GO% MXTION OF THIS REMWIIENT. ALL MATHER, X 20'#W XHN G6 2WES SILT FEKE 5WAILE 15 Effl AS AST, 7M CORT�GRIP SEAL CAR AN E%Ita:RM SEE DETAILII VOL 6094 PG 229 COWAGTED BME, scow" M U. INRAAMER I LINE ---- G— G G— 5. TfIE CONTMTOR &L BE RMA CMAJ*W AW PRAHR V( Bow 7sv&u APE LK -G 11? WASTE M6XIATED H114 THIS FROX-6T. G G G G AG '\ D15PO5AL OF 161ill? mv 1 11 D Eahkmw PIPE UNE G G G— D G G G G G G , I . J ANX BE FED PER G ATMOS CC 70 �MRE G N 5174;22-E�249.24' 6. THE C0NTIZN,-T0R P OLL USE ALL E46 WLE%W( TO PREVENT T�E I "M%E OF J Dr w lffffi 11t IRS FX NO rTZE "No BLOM LITTER FROM TfE PR( XGT 51TF- w Ill " . I �4 X ix ELEC & Rflm aw 20.0' U aX & RRER OPTIC FO 9— FO FO"' E Fe E F8 r- F49 44 G FO F , , -a w rx G G G G G G G G G— G ow or. IRE MR —24"W 24"W 24"W 24"W 24"W 24-W 24"W 24"IN 24�'W 24"W U 24*K AN J20.27 24"W 24"W 24"W 24"W U 24'K ER O"ISION /SEDIMENTATION OF COLLEGE' SrAnOX TMS 20'UTILITY E40W CONTROL PLAN GUM 3.238 Aff TRACT 2 IVL -W7, PC 290 GUM= 11 AIL RESPONSIB�UTY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEERWHO PREPARED THEM. IN -1: REVIEWING THESE PLANS , THE CITY MU RELY UP014 THE ADEQUANCE OF THE WORK OF THE DESIGN ENGINEER. REVISIONS DATE 5TATE H16HAAY NO. 40,--jR.O.IN. VARIF-5 - ---- --- DATE ISSUED: 09mZ001 I ISSUED FOR: CITY SUBMITTAL (A. P. FITCH FARKNA"r) THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHOpjZeD BY ERICKSON B. MENDOM P.E. 9M6 ss THIS DRAWING MAY NOT BE MODIFIED W7THOUT /j \ \ THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, AND THEN MY IN ACCORDANCE WITH THE RULES OF THE TM45 ENGINEERING PRACTICE ACT. -v PROJECT NO. 201 v- OF CAD FILE 11- 2iC2i IDRAWN BY Rw A CHECKED BY EBM U DATE: 09-07-2011 ji ENGINEERINGASSWATU �, ------------------ . ... .. SCALE: AS OTED m SIX i CK -SON 17-11 Ono Chisfi olm Trail, Suite 5200 9EL M R...d R,,�, TX 78681 Phone (51 44-4 Fax (512) 44-1010 C21 wmy.hea. ng pro TBPE Regi tration No. F-12709 411 DWG 4 4 11 323 NOTE.- PRJNE DEAD BRIANCHE5 AS DIRECTED BY LANDSCAPE ARCHITECT SET Tri' OF ROOT CROWN 111 TO 211ABOVE — FINI5H GRADE REMOYE TCP 1/3 OF BURLAP AND ALL 'MIRE/STRING 3" HARDWOOD MULCH, REQ. SPECS--\ INSTALL TREE RING OVER SEAM OF ____..\ EXISTING GRADE AND AICD BACKFILL MIX BACKFILL MiX, RER SPEC& ARWR BRACE STAKING SYSTEM, ITEM' AT -R (305)92-4104 NOTE., PRUNE DEAD 5RANCHES AS DI1,E111-TED 5Y LANDSCAPE ARCHITECT SET TOP OF ROOT CROAN V TO 211A50VE - FIN15H GRADE REMOVE T CP 1/3 OF 5URLAP AND ALL WIRE/STRIN 31i HARDWOOD MULCH, RZ4. SPECS, INSTALL TREE RING OVER SEAM O EXISTING GRADE AND ADD BACKFILL MiX E3ACKKFILL MIX, REF. SACS. AiCR BRACE STAICING SYSTEM, ITEM" ATG -R (305)992-4104 Multi -Trunk Tree Planting SrECTION PLANTLIF QTY. COMMON NAME BOTANICAL NAME SiZE, SPACING 4 CONDITION TREES DATA 2 LIVE OAK QUERCUS VI%NIANA 21/7" CALIPER, IO' HT., 5' SPR, 45 GALLON 9 RED OAK QUERCUS SHUMARDII 21/2" CALIPER IV NT., 5' SPR, 45 GALLON 1 CEDAR ELM ULMUS CRA661FOLIA 21/2" CALIPER, 10' HT., V SPR., 45 GALLON 5 CRAPEMYRTLE LAGERSTROEMIA INDICA 'WATERMELON' 2" CALIPER, 6' HT., 4' SPR., MULTI -TRUNK, 30 GALLON 2 TREE YAUPON ILEX VOMITORIA 2" CALIPER, 6' HT., *SPR., MULTI-TRUK 30 GALLON SHRUBS 1 SOTOL `` ' DASILiRION TEXANUM 30 GALLON, AS SHOWN 6 SAGO PALM -> GYCA6 REVOLUTA 30 GALLON, AS SHOWN I PRIDE OF BARBAD05-- CAESALPINIA PULCHERRIMA 5 GALLON, AS SHOWN 21 BURFORD HOLLY/ ILEX CORNUTA IBUKFO ll 'NANA' 5 GALLON, 36" O.C. 22 WAX MYRTLE,V MYRICA PUSILLA 5 GALLON, 36" O.C. 66 GULF MUHLY MUHLENM%IA CAPILLARiS'REGAL MIST' 5 GALLON, 36" O.C. 15 MOREA IRIS DIETES 81COLOR 5 GALLON, 36" O.C. 23 LOROPETALUM LOROPETALUM CHINESE 'BURGUNDY' 5 GALLON, 36" O.C. 36 ROSE a ROSA 'RADRAll' F"1836 (KNOCK -OUT) 3 GALLON, 36" U.C. 9 RED YUCCA ` HESPERALOE PARVIFLORA 5 GALLON, 36" 0, C. 30 TEXAS SAGE V l LEUCOPHYLLUM FRUTESCENS 'SILVERADO' 5 GALLON, 36" 0. C. 36 DWARF YAUPONV ILEX VOMITORIA NANA 5 GALLON, 30" O.C. PERENNIALS b GROUNDCOVERS 6 UPRIGHT ROSEMARY ROSMARINUS 'FURNEAUX HARDY' 1 GALLON, 24" D.C. 19 HAMELN GRASS F NNISETUM ALOPECUROiDES 'LITTLE BUNNY' 1 GALLON, 24" O.C. 32 FEATHER GRASS STIPA TEdUiSSIMA 1 GALLON, 24" O.C. 20 GOLD LANTANA LANTANA X NEW GOLD' 1 GALLON, 24" D.C. 31 CHERRY SAGE SALVIA GREGGIi 'PINK' 1 GALLON, 24" D.C. 33 SKULL CAP SCUTTELARiA SUFFRUTESCENS 'PINK 1 GALLON, 24" D.C. 94 PURPLE LANTANA LANTANA X 'TRAILING PURPLE 1 GALLON, 18" O.G. 151 GIANT LIRIOPE LIRIOPE MUSCARI 'GiGANTEA' i GALLON, 180 O.G. 16 CAROLINA JASMINE GELSEMIUM SEMPERVIRENS 1 GALLON, STAKED, AS SHOWN LAWN BERMUDA SOD CYNDON DACTYLON 'TIFWAY 418' SOLID SOD ,.. MQ r It ■ 2 40 00 w ILEX VOMTOFdA 2* CI1 CIO �T I! II 266 0 26" SPECIES PECKS 4 �� M�i1 , 0 ISI II__III II (lb1 L.1:/ ) X 6W FOINTO 2004 FV 161 L.F.45 a 6." WITI4 'i3' S ) POINTS PER FRMSCT 0 5=4.35 i3 F OF SITE AFIEA (U*24 35 &I ;1 ) x 60 P ►(NTS • amPOI - T0TAl. POINT$ FSGUM. 03r5 TOTAL POiNT$ FWYIDED: D6404 NOTE.. ALL PLANTS $HAL.L SE INSTALLEDW/ TRIANGULAR - SPACiNG yAS NOTED IN PLANT LIST 118"X4" 8TI;1=L EIDGM 12" DEPTH Or - 0 _ OTHER EDGE RESTRAINT SEE PLAN �P fMIX (MINIMUM) SCALE .• NONE AND SPECS. 3 DEPTH OF MULCHLANDSCAPE N0�°�5.. I. Ai rri gatt on stem wl Ii I' I nstalled LI canoed Irri ata�r. A dpi led I rri gatll on deal cin wl I1 be s 1 tted for ' i su pri or � � ssuancas of tip pN►l t. 2. Thi Owner shalt maintain a preserve Landscape and tmtwpe In � accordance wl th the appro ed Plan.' a�ar lacament mint ocw! W X1 45 dada of notl fi cat'lon 4 the Citi ol` Collsgs Stat on Adml ni strator. Replacement a mated al muet be or si mi lar ras ter and the same or Hl ghw pot m total as ft C75= a dead or removed landscape ng. v 8 8VS2�. ��� �, ��• --I I I____I I L�.I I I--- I I—I I—I I I_I I i—LI 1—III—III_..-.I � i On . e$ �n f� I t d III=1 i 1—Ili—I I 111=1 11=1 11= ► n Ji st ed Landscape chit ate o 'texas X933 0 0 j C7/* C-�rc�uneiccwr i�ia�lt1 ng SECTION SCALE : NONE 0 Q C7Up 8 8� g i I SCALE .• NONE Shrub Planting at Parkin4 SCALE : NONE SCAM_ AM. Wi FROM%M ate. DATA % SHEET: F BLOSK 3 CURRENT ZONING. • 210 0 40 FUTURE PHASE C-1 (COMMERCIAL) & OV (OVERLAY) (SEE NOTE B.) SCALE: 1" = 20'_0" LOT 23A COLLEGE STATION ARKEIPLACE, L.P. LOT 27 5.01 ACRES VOL 8274 PG. 111 5.24 ACRES UNPLATTED UNPL) TIED UNPLATTED I 20' W/DE PUBLIC UTILITY EX. 10' WW / \ EASEMENT (UNPLA77ID) E7( STM _ — (UNPLAT 3 1 INLET 20' WIDE PRIVATE ACCESS — I \ GRA ELEV. = 3115 SEME I CASEMENT & PUBLIC UAUTY TFL 1OUT = CANT TED) — —\ 1/2' IRS _ SEE DETAIL N 50'0221N184.82' 1/2' IRS N 50'47'22E ANGLE PONT \ 20' WIDE PRIVATE 86.22' VARIABLE WIDTH PUBLIC I � ACCESS EASLiNENT & BUC \F UTILITY EASEMENT - ,moo' 9.. WL W W W \ a.. WL W FH \ \\ EX POWER PUNE 5 + to t is to t e TE S GULL H�Y TE S sT IX ,� + if_ INGE- 389.63 Is PALM SES�oN IY 20' WLDE PRIVATE ACCESS • ` + 20'.W/9E` IANT LIRIOPE • EASEMEM & PUBLIC UTTLDY , • + + RF YAu" BLOCK 3 EASEMENT (UNPLATIED) (I I ` ' .IinuTx LLCAP• 15 PURPLE CURRENT ZONING. (I + • 1 ` 0-1 (COMMERCIAL) & OV (OVERLAY) ' (SCE NOTE 8.) + + V " . � • t ' � t" � + �+ + III I t LOT 19 1.08 ACRES + - • n` m ` ` UNPLATTED II + COLLEGE STATION MARKETPLACE, L.P. ( • gm o r ` C4M 4.65 ACRES • o or or + TRACT THREE •3 :i 1 VOL 8274, PG 111 or • UNPLATTED III ( W - h for � � •~.'. for II 12 HAMELN GRASS o + ! ` • 3 4 WAX MYRTLE z 1 PURPLE LANTANA m III N ( + it WAX MYRTLE IITIVD7 ` Z + FOOTPRINT fo p� (- 2 FFE=32280 II $ + mi LOT 18, BLOCK3 .rt 17 ACRES _ - II -M -=go - sag SKULLCAP w� SAGO, PALM +=�` '+ EXI O N L b ego sag I I I r for n III I I + KFORD H0 Y I II 3 LOROPETALUM i EASEMENT EX. WWMH .9 - + _ — EX. 10' WW �1-- -- a 10' WW — RIM EX WWMH — D( POWER LINER/M=325.00 — 22.75' EL = 309.30 EX. WL v: V o IN, + + + \ CURRENT ZONING: C-1 (COMMERCIAL) & OV (OVERLAY) (gig + (SEE NOTE 8.) LOT 17 1.61 ACRES 6w1GULFMUHLY - UNPLATTED / M r MYRTLE N COLLEGE STA170N MARKETPLACE, L.P. 1 ® 3 ' 15 LOROPETALUM V01- 8274, PG. 111 0,0-00 i7 3 1 ,9 BUS I.O�LY AG INE +�+ �- > 10 1r-" 'tet t t� dmu; ko is N 11 MUHLY %10\ + ✓a J + N n GIANTEg r*T 4 �/ \� .� C llp 1 , a An L s 7 -- Pu 01 I SAGO PALM —9-PURPLE LANTANA —40 GIANT LIRIOPE 6 UTORD HOLLY —1 IRIS 20 GIANT LIRIOPE EAF YUCCA 1�pk �1 �►� 13 PURPLE LANTANA SAGE M of COLLEGE STATION TEXAS I) I I I 25 GIANT LIRIOPE 1 HAMEL GRASS 20' UAUTY EASEiNENT 5 CHERRY SAGE 15 P CALLED 32x21 ACRES II u VOL 5282, PG. 202 I I ( 1 SAGO PALM AGO P + 30 PURR E L ANA °I SOFT EAF A . ' .,nomt— II I ( + + 5 S TE S + . + V + + + 20' WIDE SEMINOLE PIPELINE COMPANY EASEMENT X13 WARP P 12 + , ' + VOL 4555, Pc 294 FEAT R & I IID R L T 20' WIDE DEVON GAS SERVICES• + + + + + VOL 6096, PG. 229 + s a e a s e e es G G G G EX. GAS G + + + •� • " ' - + + G EX GAS G G G G G G G G G G-4 E.1 GAS G .+...W.G.`.` EX. GAS G G G G G G EX FENC 1/2' IRS - + + + + + + + 1/2' IRS Ex FENCE N 50'47'22 E-249.24' EX9 F0_ FE. ELEC. & FIBER OPTIC 20.0' -- Ex EIEC. &FIBER OPTIC FQ G G G G 9 GAS G `' G— G G G G G G G D( GAS G G G G 24"W 24"W 24"W 2 'W EX W J2 24"W J _ 24"W — 24"W 24"W 24"W 24"W 24"W 24"W 24"W 24"W LEAF YUCCA EX 24' WL I R/M = 320.27 3 ROSEMARYLF MUHLY`1 ROSES EX 24' WL /1 XAS S 11 GOLD LANTANA IID SKULLCAP 3 ROSEMARY CITY OF COLLEGE sTARON, UAS SOL—tT�R1DE i7F-BARBADOS— 20' U71UIY EASEMENT 13 THER GRASS 5 CHERRY SAGE C4LLE9 3.238 ACRE TRACT 2 VOL 3837, PG. 290 I ' STATE HIGHWAY NO. 40NR.O.W. VARIES (W. D. FITCH PARKWAY) ---- — o � z rl` a n cli z0 x o w�lcoOOi Q2•OM p0 a c) mr mNrn N I Id' `t O)NNX 0 c;x Obi Qtn Lt. � Nta mo W UQ Q < U az WOit WW OV) z> UQ iW 4 I c =� ®_ QTY VALUE POINTS LIVE i OAK 2 150 300 Q UE vIRGINIANA 0 q al 2V2'°ICALIFER V cd FMIS OAK 9 ISO 1350 • 0U OE SNUIMA II cd 2V2" CALIPER V 0 M e0 0 is CEE AR ELM 150 1050 -{- uL ctol.lA 21/2" CALIPER I 0 CW, , LA41ERSTROEMIA PEMYRTLE INDICA 5 40 200 2"IcAuPER -}- TREE ILEX YA)JFON vOMITORIA 2 40 W 2"i�ALIPER i WIR J5 PLANTING LIST SPECIES 4 214 10 2140 REF, PLANT QUA 4TITIES (5 IAN MINIMUM) TOTAL POINTS PROVIDED 5120 SIREETSCAPE: (161 L.P/50) 6 Inks = 2004 PON '$ 161 L.F./25 = 6. ES IN TED WITH 'S' lid SYMBOL) POINTS PER PROJECT AREA• 50965 S.F. OF SITE AREA (h0965 S.F./1000) x 60 P01 NTS ® 3051.9 POINTS TOTAL POINTS REQUIRED::,'! TOTAL POINTS PROVIDED: 1.9 120.0 o � z rl` a n cli z0 x o w�lcoOOi Q2•OM p0 a c) mr mNrn N I Id' `t O)NNX 0 c;x Obi Qtn Lt. � Nta mo W UQ Q < U az WOit WW OV) z> UQ iW 4 I c =� ®_ SII cd 0 q al c cd i cd 0 M e0 0 is c SII I I BL K 3 CURRENT ZONING.- fMURE PHASE C-1 (COMMERML) & OV (00MY) (SEE NOTE 8 PER SUBDMSION PLAT.) LOT 2iA COLLEGE STA 7J0NARKETPLACE,, L.P. LOT 27 5.01 ACRES n. 8274 PG. Ill 5.24 ACRES 2436 UNPLATTED VNPb TIED UNPLAT7ED Aft SCALE: Y=20'.0" I 20' WIDE PUBLIC U71Lt7Y EASEMENT (UNPLATIM) 0 20' 40- - - - - 20' K1DE PRNA7i: ACCESS EASEMENT \ & PUBLIC UTILITY EASEMEM VOL. 10042, PG. 214 - PLATTED �\ 1'/2" IRS _ N 50°47°221-184.82' 1/2" IRS N 50'47'22"E ANGLE POINT 76 \ / / 20' WIDE RNATE AC VARiA6IE WIDTH PUBLIC UTILITY EASEMENT ��9 � ,,���� EASEAIE & PUBLIC U U7Y \ X11 VOL fOD4$ PG 214 - PLATTED 15' BUILDING SETBACK ATGH EX{ST114G 1:l. VATi4 EMENT (U)APLA j 1 24" 3` 'tib 1 /4"R 5- 12' T "ice 1" 6 7" 3. 3- 2" NOTE: 4" 3" TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF i -#4 BARS 60' APART AND AT ALL RADIUS POINTS, P.T.'S AN P.C.'S. TYPE 'B" CONTRACTION JOINTS IN CURB & 0 =/4" X 16' SMOOTH GUTTER SHALL BE SPACED AT A MAXIMUM EXPANSION DOWELS DISTANCE OF 10' APART. 1BAdEML TYPICAL COMBINED CURET & IJ"iTErSECTION OW OF MAN LATE B/CS tJtA19FlED t1ErAa R4 a OF C ouJNS TAIN IOW til MAN JAN.2009 STANDARD DETAIL STI -07 1U L/ TWIT) - -� •.'\ 35,0' _ a t_ n _Eiyi . 12" WL I , �! � H ��^-yr 107 WW - �,,,_,_ Aortal Fen.Apperatus Access Roads Option d: A sign twelve inches (42') wide and eighteen inches {18"} in / V Ex {H For all structures or portions of structures, Including parapets and other obstructions to height shall be mounted in a conspicuous location at each entrance to the / 3�� 3 RIM = ,93 the roof of the building, exceeding 30 fest in height, an aerial fare apparatus access road property. Such signs shall be twelve inches (12") wide and eighteen inches 7 -\ Ex POWER LINE / 324. 4i EX. R LINE - ____ R/M = 321°.00 shalt be required parallel to one entire sideof the building to provide access to the roof of {38') high, ve:tb a companion sign twelve inches (I2`) wide and sir. inches fL - 3©930 tfie structure. Aerial fire apparatus access roads shall be a minimum of 26 feet in width (6") high slating "Tour -Away Zone". Such signs shall be painted a, a white -"'- -"- 2275' and be located within a minimum of 15 feet and a maximum of 30 feet from the building. background with symbols ette-s and border in red. ' Overhead utilities shall not be located within an aerial fire apparatus access road. U. 12- WL ///� Fire cane Markings V 'rte v" v V 321 ` All 'FIREcurbs LANE - N PARKING - TOW painted ZONE". Wording may nh four inch ot be spacedwhite more than °" ' \ [ -'00iii flftean feet (is') apart.- Ij� T� !I� «y T ZA59W in areas where fire lanes are required, but no with the curb is s to indicate to t of the '-� �} try following methods stall be used in conjunction with the curb markings to mdaate that the N ASEMEN ! "1111 / i fire lane Is continuous: Option 2: From the saint the g s lane begins to the point the fire lane G1 �L�f�i (J d' OV �0{�R(AYJ ends, including behind all parking spaces wh¢h adjoin a bre lane, shall be 32150 (SE � $ PD? � PLAT) marked with one tons mous eight Inch (S") red stripe painted on the drive y� 51TE.PLAN N'M!t surfare behind the parting spaces, All curbing adjoining a fire lane must be ST painted red. Red strioes and curbs will contain the wording "FIRE LANE - ^'1 �r7T �% 1. ALL DIMEMIOM ARE TO FACE VI NILE+ WLM5 Q�1"4.1E !1 a NOTED. 140 PARh^NG -TOW AWAY 70TV", painted it.. four inch (4") white letters. sSMH W/ I a 253 S.F. 1.61 ACRU l 5 e© C. PAD / , ku 2 ku 51r'! I ARE PERwaTiE3�adZAtTE.Y. GYXIfC,E STA to LP. RIM = f1488 9'x13' Wl E P BUC 32 �' 8774 P& tt'1 my : r. n< fZ = 9.83 I UIILIIY EM Sip 32 321.54 t TO 3. THIS LOT 15 PART OF EALDIN6 PLOT d.) P5 SHOWN ON TIE PR€LIMiNARY ,uxau+ve en" / PLAT OF THa= TCA^ETx POINT SUEt7(V15lON THE ITUILDlN6 PLOT 15 FOR Ifs VOL 10042, 4 *1 = t MO (PLAnw) J_._ a. ® a. s o o • e L4N OF 516NA6E, DSGPPiNi�, AND K-RE51DI lTIPL I AIRC ITECTMAL 5TANPAIRZDS A5 APPLICABLE TO IULiiIW PIMS O r , . r • l ?:.� -_i it �1 _ it 150,Q00 50AM f$T. 20' WIDE PRIVATE ACCESS II 20' PRNATE CCESS iii r„ �' ll'V I ? I I in those wets where curb markings are not possible or where zgns would, In the fire EASEMENT &PUBLIC UTILiIY J ; Marshal's opinion, work more effectively, the Fire Marshal may require signs In (leu of curb EIYT PUBLIC UTI ENT �7 - 4. ALL ROOF AND -Ma NW MMIANICAL EffigR4 Nf SHALL BE markings. EASEMENT (UNPLMTTED) II �� VOL. l 2, 214 SCREDW MOM VIM OR ISOLATED 50 A5 NOT TO BE ASIBLE Fit MY PM LIG W6NT-OF4"I&Y OR RESIDENTIAL DISTINCT WITHIN I50' OF THE 210 S,F. SUC J%T LOT, HEAWRED FROM A MINT FIVE FEET ABOVE GRADE SUCH �'�j ( R"'LAN"'m I P (I TS) SCREENING SNA.L flE WMINMED NTfl THE 3�1111F1N6 ARCHITEGIURE {��,// 5"' -1 ® 32165 32 b4 32125 AND SCALE TO MAINTAIN A INFOAPl:ARANC.E NSFO „ �----!r, , 6l t� 5. EXTERN BUILDING AND SITE U69 WILL Mrt? THE STANDARDS OF BLOCK 3 i I ° l�l 5MT1ON 1.10 OF TIS LURED� ORDINANC,E. THE L16M I PAD • .I ' - - . cti SOI1 a SHALL NOT FRO. QCT 6q M AN OPAL, t HOIF WAND 10 CURRENT ZONING' 11 � t 5'Ap,Wcnand III I 3 1'�--�'-: 23' 20` FIXii�E SMALL FIRGGTtY PRO.�CT LIFtNT iH�1�NTALLYFIXi1TRE5 . WILL C -J (COMMERCIAL) & OV (OVERLAY)t, 11 - ' ;', 20` 5E MUTED IN 5" A KqW THAT Tlf FRU,EGTED GONE OF LI6tiT (SEE NOTE 8 PER SUBDIVISION PLAT.) DOES NOT CROSS ANY WOPE TY LINE. LOT 19 6. AW CHANGES MADE TO THE BANS THAT NAVE NOT I TED t,08 ACRES `b I� rt- ifBY THE CITY OF WLIME STATION MUST BE MANED iN YOiiR. 4W UNPIATIED (I II .05 TRAM5MITTAL LETTB�' MND " ON YaR PLANSS. AMr ADDITIONAL T - COLLEGE STATION MARKETPLACE, LP. w ti� , i s '!©L R i 322.30 k, " fn OW49E5 ON THEE PLANS THAT THE CITY W6 NOT 13E MADE OF AWARE OF CALLED 4.65 ACRESII LA HU CONSTITUTE A COMPLI_iELY NEW REVIEW. TRACT THREE VOL 8274, PG. 111 I Do I i = j TY07 IOL p Uf, 'r 7. IMSAAON SYSTEM MST EE PWIMTEF 13Y EIBNR A PRESSURE UNPLAT7ED ; I N ( >r VACUUM SER, A REDITC.ED Peon PRJNCIPLE BPGK FLOW DEVICE, I I � 11 ^322 $fJ 3 0 00G # V OR A DOVEILE-arLK WK FLOW MMMAND 116TALLED A5 i R CITY �` t� ., ORDnrPfaGE�3g4. --� 32234 322.40 32250 a 8. ALL BACK FLOW DEVICES MUST EIE IN5TALI.W AND 7MTEV UPON LOT 18, BLOWm 3 14 B.iG.. �„_- • . - II 1� i Y iFiTALLAT10N AS PER CITY ORDINA&E 2394 HI6N POINT �. ITAGRES_ - lvvt�T iS NOT NHTHIN TIS Fa'"KP RE6ULAT�T TOO -1'R FLOODPLA,N PER I I I ., ;- 233 S,F. !0' U F. ii _ TJ' ! k .t. ° 48041CO201 D t 480410205=D FIRM PANIC.. DATED FEBRUARY 4, 2000. II I; _ 10. THIS PROM3.fY 15 LOCATED WITHIN nE 511010 CREW SANITARY 55*1Z (jG # i� �ll, 32284 322,40 32254 H4PACT E$ AREh = < -3z JSTAMPED 11. GROS%WX - � NTH WJGK PATTE2N, II2 ' 20'-6" -, 23' - (- 20l I ( ` I4 I) / jl . S4' " ; 32284 I ' 7 p - 3Z.10 322.4U t i EiK{ ` . ,. 2224 322.05 32250 I I ON 2q` '4„, 2Ti S.F. 3218D ii -322h0 3 50'- Iq0 5.F. III i II 21:40 � 34 < 322.10 Cl1Y OF COLLEGE STATION, TEXAS I 322.30 _ 20' UTILITY EASEMENTii 32154 _ -- -- NIP CALLE4 3.2621 ACRES 1 � I pa VOL 5282, PG 202 III CC 322 c, (CURRENTLY /N THE PROCESS 32230 Of BEING ABfWDONED) � I iLD/NG SET64CK \ I I) I 20' 117DE SEMINOLE PIPELINE COMPANY E 555 Ef I I VOL, 4555, PG 294 d 322 4 3 264 & II 20' WDE DEVON GAS SERVICES VOL. 6096, PG 229 20' PARKING SETBACK 1 323 G EX ENERGY TRfW5, GR PIPE LINE G G G ENERGY TRANSFER P/P UNE G G EX. ENERGY TREWSFER PIPE LINE 3' 325 EX. ENERGY TR>•WSF£R PIPE UNE - G G ATMOS CASGTO BE -RED VERif1ED G G G G G G ATMOS G4S TO RE MELD VERiRD9 G G G G EX NO NCE 1/2" IRS 324 1/2 IRS - NO FENCE v - ' 7. EX. EIEC. & RBER OPI70 20.0' 1V 323 EX. ELM& RBER.OP77C Dr TXU _ EX TXU GAS EX PP G G G G �•� G G G G G G G G G G 24"W 24"W 4^EX TFZE MH t t t „ , £X. 24 WL 2 W RIM = j,.0.27 24 w 24' W 24 w 24' w -24"W 24 w 24"w , 24 w 24' w ' �� EX. 24 WL CfIY OF COLLEGE STATION, TEXAS \ 20' UTILITY EASEMENT \ C410 3.238 ACRE TRACT 2 VOL 3837 PG 290 ' l STATE HI HY`l1A'i( NO. 40 - .O.A. VA I E5 (IN. 0. F I T6H PARKM"'O / 1 24 f• ,:,�... xsu,. a7, BIKE RAGK DETAIL (NT5) X" ' � (NT5) SITE DATA PCCP CONCRETE PAVEMENT (INCH ZONING C-1 (COMMERCIAL) & OV (OVERLAY DISTRICT ORDINANCE NO. 2911) SITE AREA 1.17 ACRES BUILDING SQUARE FOOTAGE 2,949 SF BUILDING HEIGHT 18'-8" CONST: MATERIAL TYPE TYPE V -B PARKING REQUIRED 1PS/100SF 30 PS (2949 SF/100=29.49 PS) PARKING PROVIDED 45 PS 43 STANDARD PS & 2 HC PS BICYCLE PARKING REQUIRED 4 PS BICYCLE PARKING PROVIDED 4 PS PARKING ISLAND CALCS 300 SF ((25 INTERIOR SPACE/15)*180 SF=300 SF KNOX BOX 1(@ BUILDING) UTILITY METERS 2 (1 -DOMESTIC; 1 -IRRIGATION) FiRE HYDRANT 1(PUBLIC) WATER DEMANDS PER BCSUDG MIN=14 GPM; AVG=35 GPM; MAX=54 GPM WASTEWATER DEMANDS PER BCSUDG MIN=18 GPM; AVG=56 GPM; MAX=70.25 GPM 24' rR 2• VR I ,- AR L WR - 4 BARS CONTINUOUSI AND 3" CLEAR TYP NOTE' TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.G'S. TYPE 'B` CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 241,E Y DOWN GUTTER SECTION QTY 4F Bi PAH I)AIIE �B16SUNiIFIED tlErall n0. �� Cactg7tS TA." JAN. 12009 S�ANDARD DETAIL STI -00 0 11A, > 60T 5ECTI ON `6 NTS) TRAFFIC AREA i PCCP CONCRETE PAVEMENT (INCH S) J BASE CO (INCHES) RSE I LIGHT DUTY j 5 6 HEAVY DUTY 7 l 6 GEOTECHNICAL ENGINEERING STUDY 'P OVIDED BY: KLEiNFELDER CENTRAL, INC. TBPE R G. No: F-5592 [�IR�JiL 8' TNiCK PGG BLAB liv 61X&1411l4x Ui4 UUUM. ON 6' [sRAVEL ibdBE Ir • r • ■r Er Er sr aE � IC IC IC 1� 1L MC li« IC�CIC�=IC��iC�CIC�EMC�CIG��. `_, y_.__,_. PAVING SECTION 61 011 an_TLIM FtLLEQ A Gohla 18 GLA PAIPt'f£Q TAhIEL asATE f0OX 410) i d I t)t I 0 _. oma. GGNBT: ' JaINrA ; i0' m fooTwco MW ADE i' DIA.-fi' ILCOW4S 1&41-y. Pi fB5DE7FA W CANEB .T ?t?F ' QP 3) adx; . IFEBAR EACH 7 s 4'-0' OZ. I' I :h CONTRACTORS SHALL VE CONDITIONS AND DIME AT THE JOB SITE AND O THE ARCHITECT OF AN' SIONAL ERRORS. OMISS'. DISCREPANCIES BEFOR NING I DO NOTR SCALCTHESEA0 a e• BP�I�,i� t� �IY�IIUINYY(Il►��r:�� NTS) IV, I.J. I- OWNERSHIP OF ALL ABUT TING PARCELS: COLLEGE STATION MARKETPLACE L.P. ZONING OF ALL ABUNING PARCELS: C-I(COMMERCIAL) & OV(OVERLAY DISTRICT ORDINANCE NO.2911) j ALL RESPONSIBILITY OR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY MUST RELY UPON THE AOEQUANCE OF THE WORK OF THEBESIGN ENGINEER, DATE ISSUED: 10/11/2011 ISSUED FOR: CITY SUBMITTAL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 98086 THIS DRAWING MAY NOT BE MODIFIED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, AND THEN ONLY IN ACCORDANCE WITH THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT. OF CO 11 ENGINEERiNG ASSOCIATES � .................. • "�ICKS(i><IB .. MEENND J A One Chisholm rail Suite 5200 .o". " Round Rock, 78681, I Phone (512) 2 ! 4-1546 "• 91ST... Fax (512) 244-11010 "'®ONA� www.hea.eng.pro '\ TBPE Registration No. F-12709, JOB NO.201 �-021 *2011 HEA, Inc, 24- CURRENT ZONING• Fl PHASE C-1 (COMMERCAL) & OV (01CRMY) (SEE NOTE 8 PER SUMMSION PLAT) I5" LOT 23A COLLEGE ,STATION I (ARKEMLA CE, L.P. LOT 27 IV I 1 1. 111 7 4 5.01 ACRES 8274 PG. Ill 5.24 ACRES 2436 — q, UNPLAMtil D T10 UNPLA TIED Apk ANk� E 2" 3� W off's I 1- 3" Ill B. 7 if - 3" 1 - I -T SCALE: 1'=20'-9' NOTE: 31, TYPE "ll EXPANSION JOINTS IN CURB & GUTTER 20' WIDE PUBLIC ffl7b7Y SHALL BE SPACED AT A MAXIMUM DISTANCE OF EASEMENT (UNPL47% 0 29 40' 0 =#4 BARS 60' APART AND AT ALL RADIUS POINTS, P.T.'S All . TYPE 'El CONTRACTION JOINTS IN CURB 0 ==5 X 8N - SMOOTH GUTTER SHALL BE SPAAT A MAXIMUM 9ANS110DOWELS DISTANCE OF 10' APART.CED 20' WIDE PRIVATE ACCESS XEM&ff & PLl L17L17Y XEMOff TYPICAL COMBINED VOL. 10042, PG. 214 -PLATTED CURB & GUTTER SECTION B 1/2' IRS N 50°47'22"E-184,82' 1/2" IRS 1 ChY OF MYM DATE BIOS UNIFIED I pil Ha Ill Cat TAIDD 7— R71 y 4111 N 5047220E ANGLE POINT lat am ush Uft SOL JAN. 2009 STANDARD DIETAIL STI -01 20' TF A06 F35 86.22' 07H PUBLIC URL17Y EASEMENT /�\11 & PUBLIC U 7LITY 01 ] amr1qmDAND 67U "11"al DE"I I L VOL 10042, PG, 214 FLATTED 15, BUILDING SpyACK fASEMIENT (UhPLA 5<1 —MATGN XI ELt AT ON- -==AOC 10 Il D( 12 111. IL 717F 10 W All Fire Apparatus Access Roads Option 1: A sign twelve inches (12') wide and eighteen inches (10') In I I W— J51 0' IN a. r2H 0 #WH For at structures or portions of structures, including parapets and other obstructions to bei ht shall be mounted in a conspicuous location at each entrance to the 7 318 6 RIM .9 the roof of I building, exceeding 30 feet in height, an aerial fro apparatus access road vroperty. Such signs shift be twelve Inches (12") wide and eighteen inches 32=0 LD7X R ONE 325, 00 shall be required parallel to one entire side of the building to provide access to the roof of (18") Ill with a companion sign twelve inches il wide and six inches &I fill 7WE.Af Ae high Stall .93 PO the structure. I fire apparatus access I shall be a minimum of 26 feet in width (6c Ing "Tow Away Zone". Such signs shall be pointed on a white JTO and tolocatedIII hin a minimum of 15 feet and a maximum of 30 feet from the building. background with symbols, ett" and border in red. NO PARJUNG - TOW AWAY ZONE". Wording may not be spaced more than 22.75 Overhead utill shall Ill be located III an aerial fire apparatus access road. I El 12 ON, --------------- IN Fire Lane Markings All curbs and curb ends shall be painted red with four inch (4") white lettering stating 32125 'FIRE LANE - fifteen feet ll III wRxxw My areas where fire lanes are required, but no curb is one of the aRRUff Mill following methods shall be used in conjunction with the curb markings to indicate that the H16H PO1 C-1 poilill & OV (OKRIAII fire lane Is continuous: Option 2: From the DI the fire lane begins to the point the fire lane MEMEN ends, including behind all parking spaces which adjoin a fire lane, shall be T) / marked with one tontinuous eight Inch (8') red stripe painted on the drive 321M III NOIE 8 P& Mill RAT SIM " NOTM, surface behind the parking spices. All curbing adjoining a fire lane most be il STY. LOT 17 sainted red. Red stritnes and curbs will contain the welding "FIRE LANE - 253 5F In HftlO* AM TO FAa a-- Il WLE55 OffM!E Nil 740 PARKING - Tow All Zorit", painted it. four inch (4') white letters. I ALL 01 S's I/ W/ ro ullf M 2. ALL 516N AM FMITTED 1FARtill 5 COil C. PAD a ll sea r= 6 r LP RIM 518.88 0/3' WHE P B2741, Prx It/ 0PLA RM .......... Y' 4 Mf ...... . .. .. ... .. .. f Z 3 79.63 UMI FA' 101 1) 3*2 32150 3. THIS Lar 15-7 PART OF 01101% PLOr d) AS SWIM ON THE R�RHKW VOL 10042, RAT OF THE TWEIZ POINt SUBDIVISION. THE EULLANS PLOT 15 FOR THE ........ 7w new ir,w ........ - .'I . ....... ... ...... i ..... . ...... RPPOSE OF 516NAM LANDSCAM, AW NON4�SIVEII a 11 0 0 0 0 (PLATTED) •.-*- --.t z .......... ............ •fill rr ARCHITW1W& ST*VAl AS AIPPLIll TO Ell PLM OM 7% 15000 SWAM MET. In those costs where curb maritings are not il or where signs would, In the Fire 20' WIDE PRIVATE ACCESS 20' PRIA&I Marshal's opinion, work more effectively, the Fire Marshal may require signs to flail of cullit, EASEMENT & PUBLIC UTILITY E E1VT PUBLIC 4 ALL ROOF AND 6ROW40WED HEC4MCAL EG1IR4Nr SHALL BE markings. EASEMENT (UNPIA7TED) iI 14 5-P SUMED Ill VIEW OR ISl 50 AS NOT TO BE VISIBLE FROM ANY HT1 -OF -WAY OR w:5DwAL DISTRICT WITHIN 150 OF THE 210 S.E. t 32 '� 4 ' . r � MMT Ll W -Al RM A f OW r -i\&- f EET AWVE 61l 51,11121 'TUM t I' LANE 5'IFE (NT5) % %feNNS SOIL EE COMININTM W7fl TW MWIW Mane, 03 CR, I - I- III III, 1 11%, 1 111 - -- 7 - - — 11,111 ALL DAM FUN DEVICES "b7 BE I*TALLM AND TESTW LM LOT 18, BLOW 3Z.10 0.0 IffiTALLATION AS PER CITY ORDINfiffIll 23q4 H116H POINT C)II E 147ACRES -- -q. TWT 19 Wr WITHIN TfE FEKRBSJLATED 100 A -YR FLOODPLAIIIIIII PW 48094=01 D 4 4W41r,205 0 FIRM PANEL Pill IFSSRI M q, 2000. 10, :1l t 11Ir 000 tO. THIS PROPEMY 6 LOGAIM WMN THE SMW GIM SANITARY 5B*R 322 32250/ WACT FEE ARFA .70 11, CROMKU - STA14W 014l PITH BOCK PATM iI 3L .201 2, II I _' � i 5 II KL' RACK DETAIL (NTS) B 12:110 32250 20 32205 322.40EW =10 ri ONL 3z 50 01S.F. O I ,r 322.bO 321.bO MAO X Y OF COLLEGE STATION, MW < 32210 r X 20 UTILITY EASEMENT GILLED 12621 ACRE VOL 5282, PG 202' (CURRENTLY IN THE PROCESS 32230 OF BEING ABANDONED) SE754ff LINE COMPANY MMAW 20) NIDE SfYINOLE PIPE III I C> VOL, 4555, PG. 294 II 322'0 & 2ho 20' Il 0EV01V MS SERVICES VOL 6096, PG 229 96 ENERGY TRANS, PIPE LINE 20'EVKING SETBACK 323 1 r ENERGY TRANSFER LINE G G-- G G 1 324 G Dr ENERGY 6Y TRANSFER PIPE 325 EX. ENERGY NAAl PIPE LINE —G Gl 171 7 — I,- AWS it R17-0 IIII G G ATMOS G45 TO 77EZD WRIREO G EX. NO IRS I 39-T /2', IRS EX, NO FENCE V X If 1 LX EIEC. & Al 11 20.0' 1 _Y/I 14 -I'll 1111111154 111 Dl ELM & li OP77C tppo FQ D( r1w 6415, G- Dr. TXU IX E -D(. Pill G- -G U. TEL VH- G G— G G— G G- 06 —24"IN 24"W 24 17L 24'W RIM J20.27 24"W -24"W —24"W 24"W -24"W 24"W 24 'W D( 24m K 24"W 24"IN _F07Y OF . COLLEGE STA770N, I IMS f fill 20' URW Y MSEMENT CkLM 3.238 ACRE TRACT 2 VOL 307, PG 290 5TATE H16HY'll[A"Iffiff"ll' O. 40rR.O.Y1. \/ARIE5 (IN. 0. FITl PARKNA"'O ----------- (NT5) SITE DATA PCCP. CONCRETE PAVEMENT (INCH S) ZONING C-1 (COMMERCIAL) & OV (OVERLAY DISTRICT ORDINANCE NO. 2911) SITE AREA 1.17 ACRES BUILDING SQUARE FOOTAGE 2,949 SF BUILDING HEIGHT CONST. MATERIAL TYPE TYPE V -B PARKING REQUIRED 1P5/10OSF 30 PS (2949 SF/100=29.49 PS) PARKING PROVIDED 45 PS 43 STANDARD PS & 2 HC PS BICYCLE PARKING REQUIRED. 4 PS BICYCLE PARKING PROVIDED 4 PS PARKING ISLAND CALCS 300 SF ((25 INTERIOR SPACE/15)*180 SF=300 SF KNOX BOX 1(@ BUILDING) UTILITY METERS 2 (I -DOMESTIC; 1 -IRRIGATION) FIRE HYDRANT 1 (PUBLIC) ,WATER DEMANDS PER BCSUDG MIN =14 GPM; AVIl GPM; MAX=54 GPM IWASTEWATER DEMANDS PER BCSl MIN=18 GPM; AVl GPM; MAX=70.25 GPM 2+* 12' 11 1 1 — JrR I - AM V'R I In 6 #4 BARS CONTINUO Nam. AND 3- CLEAR TYPE V EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF IBO�APART AND AT ALL RADIUS POINTS, P.T.-S AND PI TYPE '0' CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF IV APART. (l GECHNICAL ENGINEERING STUDY PROVIDED BY: KLFINFELDER CENTRAL, INC. TBPE REG. No, F-5592 ........ ... r !wA 1 6 ,&MOTIN (NT1 •00 O 1154 B1,11 a Wo SUBGRADE PREPARATION III 17Ij8 an- Tim fq LEfd alf C41l PCCP. CONCRETE PAVEMENT (INCH S) BASE CURSE (INCHES: L HEAVY DUTY 7 6 (l GECHNICAL ENGINEERING STUDY PROVIDED BY: KLFINFELDER CENTRAL, INC. TBPE REG. No, F-5592 ........ ... r !wA 1 6 ,&MOTIN (NT1 •00 O 1154 B1,11 a Wo SUBGRADE PREPARATION III 17Ij8 an- Tim fq LEfd alf C41l W TI-Ita< P= &.4a W 18 fsA FAINTED AL 6'*'-IjU3d8I4 1111MI. 12 M 6' GRAVIS BASE 01 al L. El E12LI-I C33= I YTI W-4' CoNaT. Jorrofill .0, or- 0. wr-PI PMWPfl P CNA -6- Lallill 04V. PI TOO ICREM OT OF 3) CANESOLT TT% 3) V OMITFACE CM FEATHIMITE"IFADM 16LAND SAND' 04 X . IMBAIR EACH IVAI - W-1- 11. 11. I.J. r- OWNERSHIP OF ALL ABUTTING PARCELS: COLLEGE STATION MARKETPLACE L.P. i ZONING OF ALL ABUTTI I NG PARCELS: C—I(COMMERCIAL) & OV(OVERLAY DISTRICT ORDINANCE NO.2911) I RA LL 0`41TE PL AAN ALL RESPONSIBILIT"FOR THE ADEQUACY Of THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PANS, THE CITY MUST RELY UPON THE ADEQUANCE OF THE WORK OF,THE.DESIGN ENGINEER DATE ISSUED. 10111/2011 ISSUED FOR: CITY SUBMITTAL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ERICKSON B. MENDOZA, P.E. 98086 THIS DRAWING MAY NOT BE MODIFIED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER, AND THEN ONLY IN ACCORDANCE WITH THE RULES OF THE TEXAS ENGINEERING PRACTICE ACT. One ChisholmTrail, Suite 5200 TOM Round Rock, TX 78681 Phone (512) 244-1546 Fax (512) 24�-1010 '/OVAL www.hea.eng pro TBPE Regisira ion No. F-12709 JOB NO. 20 1-021 0 2011 HEA, Inc. 00 NOT SCALE THESE: U. L cot 2 Isse— ONO*= U� CD LLi REVISIONS DATE PROJECT NO. 2011- 021 CAD FI LE 11-0211SP1 DRAWN BY RW CHECKED BY EEIM DATE: 09-07-2011 SCALE: AS NOTED - - ------- ------ DWG A a M 3 OF 12 ?-A4 NOTE. PINE DEAD BRANCHES A5 DIRECTED BY LANDSCAPE ARCHITECT SET TOP OOT CROWN I" TO 2 "ABOVE FINISH GRADE REMOVE TOP 1/5 OF BURLAP AND ALL WIRE/5TRING 3" HARDWOOD MULCH, REF. SPECS.' INSTALL TREE RING OVER SEAM OF EXISTING GRADE AND ADD BACKFILL MIX BACKFILL MIS,, REQ. SPECS. AR50R BRACE STAKING---, — IN ,,� 5Y5TEM, ITEM ATG -R (305)992-4104 PLANTLIF s l t Arch t ! Lo. QTY. COMMON NAME BOTANICAL NAME SIZE, SPACING # CONDITION TREES ZN (BY GENERAL CONTRACTOR) 2 LIVE OAK QUERCUS VIRSINIANA 21/Z" CALIPER, 10' HT., 5' SPR., 45 GALLON 9 RED OAK QUERCUS 6HUMARDII 21/2" CALIPER, 10'14T., 5' SPR., 45 GALLON 1 CEDAR ELM ULMUS CRA561FOLIA 21/2" CALIPER, ICD' HT., 5' SPR., 45 GALLON 5 CRAPEMYRTLE LAGERSTROEMIA INDICA 'WATERMELON' 2" CALIPER, 6' HT., 4' SPR., MULTI -TRUNK, 30 GALLON 2 TREE YAUPON ILEX VOMITORIA 2" CALIPER, 6' HT., 4' SPR., MULTI -TRUNK, 30 GALLON SHRUBS I SOTOL DASILIRION TEXANUM 30 GALLON, AS SHOWN 6 SAGO PALM CYCAS REVOLUTA 30 GALLON, AS SHOWN I PRIDE OF 5ARI5ADOS CAESALPINIA FULCHERRIMA 5 GALLON, AS SHOWN 21 5UR -ORD HOLLY ILEX CORNUTA 5URFORDI I 'NANA' 5 GALLON, 36" O.C. 22 WAX MYRTLE MYRICA PUSILLA 5 GALLON, 36" O.C. 66 GULL= MUHLY MUHLENIBERGIA CAPILLARIS. 'REGAL MIST' 5 GALLON, 36" O.C. 15 MOREA IRIS METES BICOLOR 5 GALLON, 36° O.C. 23 LOROPETALUM LOROPETALUM CHINESE '5URGUNDY' 5 GALLON, 36" O.G. 36 ROSE ROSA 'RADRAll' F"1536 (KNOCK --OUT) 3 GALLON, 56" O.C. 9 RED YUCCA HESPERALOE PARVIFLQRA 5 GALLON, 36" O.C. 30 TEXAS SAGE LEUCOPHYLLUM IRITESCENS 'SILVERADO' 5 GALLON, 36" O.C. 36 DWARF YAUPON ILEX VOMITORIA NANA 5 GALLON, B011 O.C. PERENNIAL5 4 GROUNDCOVERS 6 UPRIGHT ROSEMARY ROSMARINUS'IRNEAUX HARP" i GALLON, 24" O.C. 19 HAMELN GRASS PENN18ETUM ALOPECUROIDES'LITTLE BUNNY' I GALLON, 24" O.C. 52 FEATHER GRASS STIPA TENU1561MA 1 GALLON, 24" O.C. 20 GOLD LANTANA LANTANA X 'NEW GOLD' 1 GALLON, 24" O.C. 31 CHERRY SAGE _ SAL-VIA-GREC-1I-'PINK'-_._ ,_ -- --- i -GALLON, 24" O;C. 33 SKULL CAP SCUTTELARIA &EMTESCENS 'PINK' 1 GALLON, 24" OC. 94 PURPLE LANTANA LANTANA X 'TRAILING PURPLE 1 GALLON, 18" O.C. 151 GIANT LIRIOPE LIRIOPE MUSCARI 'GIGANTEA' 1 GALLON, 18" O.C. 16 CAROLINA JASMINE GELSEMIUM SEMPERVIRENS I GALLON, STAKED, AS SHOWN LAWN BERMUDA SOD CYNDON DACTYLON 'TIFWAY 4F57 SOLID SOD NOTE. ALL PLANTS SHALL 5E INSTALLED W/ TRIANGULAR SPACING AS NOTED IN PLANT LISW m 13 I/611X411,STEEL EDGING 12" DEFTH oi= _ OR OTHER EDGEPLANTING MIX RESTRAINT SEE PLAN (MINIMUM) EOTION SCALE : NONE ,AND SPECS. 3 DEPTH Or- MULCH NOTE., PRUNE DEAD 5RANCHE5 A5 i IRE�TE Y LAND5CAPE ARCHITECT SETTOP OF ROOT (DOWN 1" TO 2"A50VE — FINI5H GRADE REMOVE TOP 1/3 OF 13URLAP AND ALL WIP f5TRING 3" HARDWOOD MUL�H, REP, 6PEC5. INSTALL TREE RING OVER SEAM OF EXISTING GRADE AND ADID 5ACOILL MIX 5ACI ILL MIX, RER SPECS. AR50R 5 ME 5TA ING SYSTEM ITEM# ATG -R (305)992-4104 Multi -Trunk Tree Planting arECTIO*1 mim roundcover F land n SECTION SCALE: NONE atY VAI IOS sib 2 WrVIMy i 21'29 CALIRR OAK "1WO II 24iiC.&IRER NI� c V!B! •ITV E d�7� I I I P RPAP 266 W 2660 Im PLA4' LIS! CIES 4 CL QI BIBS (5 I MWNI TOTA., PONT$ STfWSCAPE.- co (161 LF fes) X 6 ro � 2 I 161 L R /25 it 6.65 7R ES (I� WITH ' 1N S ) WPO 3 OWS PER PRDJgCT 5=4.S S.F. OF SITE ARE z (U524.35 S I :/IOM) x 60 POINTS .5 POINTS Tarx rom maim. 1 5 i5 TOTAL POINTS PROVIDED. 1564 • I LAND5CAFE NOTES.. L An i rri gats on aptem will e i ristalled bg a Licensed censed Irr€ gator. A detal led irrigation des€ gn will bd submitted f r review prior to 1 asuance of the permit. 2. The Owner shall mat ntain and preserve�he Landscape and Streetscape In accordance with the approved Plan. Replacement must o=r w1 thin 45 dap of not.€ fi catl on bg the CI tg of college $ atl on Admi n€ strator. Replacement materl al must be of at m€ I r character a d the same or hi gher poi nt total as the dead or removed landsc�pl ng. (D M a.P. JAn L. 1 les, em n lot Landscape s l t Arch t ! Lo. n ua Z1; ZN (BY GENERAL CONTRACTOR) �c n <� I i I.a0 � v g -M !!StD ri � m N 0;= 4lq N x N[�i OSS D<. AND FERTILIZER (SEE SPECS.) I wo CLEAR�IlIDWEaBRIR UW aw Ld I r_I C UO 0 z> w NI� c V!B! •ITV E d�7� I I I P RPAP 266 W 2660 Im PLA4' LIS! CIES 4 CL QI BIBS (5 I MWNI TOTA., PONT$ STfWSCAPE.- co (161 LF fes) X 6 ro � 2 I 161 L R /25 it 6.65 7R ES (I� WITH ' 1N S ) WPO 3 OWS PER PRDJgCT 5=4.S S.F. OF SITE ARE z (U524.35 S I :/IOM) x 60 POINTS .5 POINTS Tarx rom maim. 1 5 i5 TOTAL POINTS PROVIDED. 1564 • I LAND5CAFE NOTES.. L An i rri gats on aptem will e i ristalled bg a Licensed censed Irr€ gator. A detal led irrigation des€ gn will bd submitted f r review prior to 1 asuance of the permit. 2. The Owner shall mat ntain and preserve�he Landscape and Streetscape In accordance with the approved Plan. Replacement must o=r w1 thin 45 dap of not.€ fi catl on bg the CI tg of college $ atl on Admi n€ strator. Replacement materl al must be of at m€ I r character a d the same or hi gher poi nt total as the dead or removed landsc�pl ng. (D M a.P. JAn L. 1 les, em n lot Landscape s l t Arch t ! Lo. ed Q AT PARKING SPACE date o Texas, M955 (BY GENERAL CONTRACTOR) I i CONCRETE CURS AT PARKING SPACE (BY GENERAL CONTRACTOR) 1/81*11 51 EEL EE)GING 3 DEPTH, CONTINUOUS 15E1) OR OTHER EDGE SHREDDED HARDWOOD MULCH _ RESTRAINT SEE PLAN PREPARED SOIL MIX. j AND FERTILIZER (SEE SPECS.) CLEAR�IlIDWEaBRIR BOALE .• NONE FOR CAR SCS, n Lw o OVERi�W741�1Cx pq.�����[�pp���p �� pqy ...1 .r » .,..hL:' aim •+{•,^, Iss.B" WN BY, F///// A� Ae= MV. 13YC 3'-(0" TO .a.f aF.. Parking g SCALE : NONE F DATE: n L® ay� -0 6&C3 F I DATE: n L® ay� -0 6&C3 F I '7. Jo . 673.71L0-INwa`+EWmawormiG kno9 - Pa owi IZo-woo -tI 61741QMG194 Y3NY0140z 04000 ^oN 9Z9Z — L94 /Z LS I XVJ lOZ 9PnS `LDM)� SO lb '3 a S�SLL SVX31 NOUN/1S 3031100 • �� AVM�add H�lld d 11 U 6 9 o U SEI3NNVid '8 S10311HOEIV 1 1 ' ' 3M 'S31VIOOSSY '8 dBAOOH /ii t l � 1138 0�'dl A W N ass „. 111 H. III 1 1 1 1 8 w '11 s ,r 4, l III 'L = E._ * *, t VIII / \ i '8I# N t ij j J I l� . ;'. '' II a - 1 — IP S —_ � _� s A N , 3 7173.00'x, � � � ? _ I III 1. 11 \ - � g 1 t&__ -I- ---- - t - --- - 11 -- $: Ai - - : ! uminimmil \ F.4 sr m �'�\ i J.5 aaoaP 5E 181 CX i �. � 1 I ,�, v _ = 3 a °_ I I I �\ LI < i 6.1k -,7, i ,,,, � � HP HP - I� 1 r - @ ' h- 1 I 1 \\/ �__ _ < 1 ,i, , .0r-I ---, i I I �f — _ :T:: 11 , II N \ V ■� `\ _ _ — ■ .9 .p ,, killill k. AY HE - E4 'i 1 \ S —..Nnij___ ____ 'I < < 1 .2 \ l am � � H 3/�I JQ — --- — J Is, ti i 1, - -�� N J9 «275.00' - -41 to Q 7 , 01 iffi 6 ' \* Z / 2 � g � 1 to II !to Ril 11 1 II lk -1 I !i I I � 0 III II I II 1 III w III w,. © 1 / N M I II o1 g / a V lit ! ! i 1 ! III 1 I � : ° 1 — 1 - --3))-- 2'38 «275 00' el 1 _ .��1 �E� r _ \..1 , y i 1 NI X11 ,SB1tLWP47�Y nn E/ 0., Nw T a V ` 1 `. g •H. E. . ',, i i§/it : f i ll!; --1 S ■ 1 ; 1± \ , P— _ m It LAM i i11 1 1 7 . 4aFaildr \ ''' 2 , tli;: A ----- --_____ !'' 1 \ , 0 LLI � 1k Q 1 L^J '�� a ...i 9yam,4 . 3aa :'. ,LI _ • i z Ktb ,, A P 0 1 M ;"'''' 2 v,P, „ o.. , i II 5s �► �, m r v I 1� it z m li --i■ t 11 1 I �� x = � 1 Q 4 1 F 1 7 — — X1:1. � ►^ � 7 _ 1 � \ X51 _.l: ..il — I - _ Y,039s�H9 1 L iC 9 S 99G R 2A 12K1 IT I .• - g — N 371Y3BY1« 275 - _ Li /7-0_ .. �- — z - 1 I — a , F -- T o i A Q I I III a k F� cc � II � III III ����� � k � � I �� g � 1 0 11 II III I 1II , i 1 I ° I I III ziA �� E.vI Iw-uuwa4wro.+rn�ms IIO9 - 11 moi ¢o-I \000 9 1 99 f 0, 31\ 9 4 99 4 -0 .41 V3A\v31n z 2 45 e - ilono AoN SS9Z— L94 /ZLS XV� 9SLSL 'Xl 'ul }sny z gi • , 5 "• 9Z9Z— L94 /ZlS IOZ arl ^S 'AOM71JDd IDDIp9 so l4 !' I tl 9ti8L1 • SVX31 NOIld1S 3J3110� c'-` r o Sli3NNbld '8 S1�311H�ab €�0 4 I�VMN Vd H�ll� d WVI��IM 146 N o � CV " •ONI `S31YIOOSSV '8 83AOOH // /all i!1 b= 1138 Oodl _ 0 6. il; ' ago' • - It PPP o cc g,, :i 0 7 zr Ii i i w z i Al ,,.., 0 mil:- „,,,,, 1 i 41 e) -a);.' 0: 1 ! i: 1 i :''' 1 . : 1 4 .!:! 1 ;I: W a o€ a 1: Q 1 M p 1 gig,t 1§ g§ O'^4 w II I I , p Ili 1 II I I. II I p � II I _ - I� 11 I I U ` 1 I ° I I I I II <1; 1 I I I 1 11 3 1 V I I I I 1 I �� 1 � x . 3 \ — 8� ,gig III / `i ° gI s, I I 1 I r _4___ ii i a01 / 0 1 8 1 t : i I i « II L S 2'38 E 391 275 " 1 1 2 i ®— Q : - H 0 I ii i ' , \ ry �'� \ \ U I 1, \ _z _ � R \ �01 � ' t0 \ _ 0 u, I 1 T0 3 > I 1 o � 11 1 c. b , ! � Q I II \ — W 1 I If F--95i 1 N 1 R " 2 / I mQ O v i - N � +���� v / \ � 41 , 3 / / 11 0'0 0 0 0• _ / ■ . 1�1. 0 �00000 4i Q ÷F — ■ rcL ►OOOOOi�i� I 7I// r ►� r i / _ III _ /MN — i 1 \ — 0E1 ° „°, Li I / N 3912 .00 , ~ — l „„,,. ,:.= „„. 7, 1 ' II — — -/ II — ' w _ _ -_ 1 I , 1 - r - - — --0 ,N. / 4-( - 1 to 1 1— '144 , ! # 0; m � � � ._ k § III \ \ \ € _ x 0 € \ \\ I I 0 J \\ it 1 i I 0 1' I j, ■ 1 u I 111 , ti II 7 f