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HomeMy WebLinkAboutDrawingsSTREETSCAPE CALCULATIONS: TEAXS AVE. 13 Of- 16-6 (142'/50) X 300 POINTS 852 POINTS 0'4 STREETSCAPE: TEXAS AVE. (142/25) 6 CANOPY TREES POINTS TOTAL SYMBiOL NAW & TYPE QTY. SIZE . ......... LANDSCAPE: SITE MEADOWLAND STREET 5 150 750 3" cal. Live Oak Quercus Virginiana (278'/50) X 300 POINTS 1668 POINTS Canopy Tree SYMBQ% SIZE NANM & TYPE OTY. POINTS TOTAL 4 40 160 3" cal. Live Oak 7 150 1,050 (278'/32) — 9 CANOPY TREES 1.25" cal. Crape Myrtle Quercus Virginiana Lagerstroemia Indica Non -Canopy Tree 3010 Canopy Tree NOTE: 2 NON -CANOPY TREES I CANOPYTHEE 5 gal. Indian Hawthorn 43. 10 449- Raphiolepis Indica 6 150 900 Shrub 3" cal. Red Oak 140 5 gal. Waxleaf Ligustrum 14 10 Quercus Rubra Ligustrum Japonicum Canopy Tree Shrub POINTS PER PROJECT AREA: 30 gal. N.R. Stevens Holly 2 10 20 1 U Crape Myrtle t�' 40 FT. SITE AREA 1.25" cal. 85,890.42 SQ Ilex X Nellie R Stevens Shrub Lagerstroemia Indica 85 890.42 / 1000 = 85.89 20 Petite Pink Oleander 2 10 Non -Canopy Tree 5 gal. 85.89 X 30 2576.7 -TONE Nerium Oleander 45 gal. Loquat Tree 2 40 80 TOTAL POINTS REQUIRED: 2577 X 2 55154 Shrub 1 10 5 gal. Dwarf Yaupon 10 Eriobotrya Japonica Non -Canopy Tree Ilex Vomitoria Nana S ub br 50 120 5 10 Savannah Holly Tree 3 40 5 gal. Drift Rose 100 gal. Rosa Hybrida Drift Ilex x Attenuata opy Tree Non -Can Shrub 0 r 40 15 gal. Wax Myrtle -2-H .............. 7 1�xca_ovr ca Cerifera Myri Non -Canopy Tree .. .... t9- 10 Indian Hawthom 5 gal. pis Indica Shrub Raphiole 24 10 240 30 gal. N.R. Stevens Holly Ilex x Nellie R Stevens Shrub BiColor Iris Q 0 0 5 gal. IDietes Bicolor 5 gal. Petite Pink Oleander 63 630 10 Nerium Oleander Shrub Dwarf Yaupon 63 10 630 5 gal. Ilex Vomitoria Nana Shrub 4? ZA40 STREETSCAPE: 1\4EADOWLAND STREET 0 POINTS TOTAL _2116' 10 1,ou 7 150 It'd Viburnu Suspensmn _q Sandankwa Viburnum SIZE NAME & T_YPE_---------QT- 5 gal. SYMBOL 3" cal. Live Oak -70 Variegated Pittosporum _tft_ 10 4-M 150 150 5 gal. Shrub Quercus Virginiana Canopy Tree tTobria Variegata 3" cal. Red Oak Shrub Quercus Rubra Canopy Tree 5 gal. Knockout Rose 10 10 100 7 40 280 Rosa Radrazz Crape 1.25 cal. Lagerstroemia Indica Shrub 1i "o Myrtle -Canop Drift Rose y Tree Non 5 1. gal. 110 11 10 Rosa Hybrida Drift Indian Hawthorn 5 Shrub Raphiolepis Indica Shrub TOTAL 6,M1(t 5 gal. Waxleaf Liguistrum 10 Ligustrum Japonicum Shrub. 5 gat BiColor Iris 13 0 0 'Alp, Dietes Bicolor 20 Oleander 2 10 Petite Pink 5 gal. Nerium Oleander Shrub TOTAL -2,#9ft t[TAT!' '0 0 r t4P 0, 0 0 Q Li 0-- 0 0, VL 0 '00 C k rex venJe K!, Eli 4D ill on 0 Nar, 0 ... .... ... :e 0 0 ....... .... . ... 00� 1 ........ 11 0 U 0 0 000 , 'jig 0 0 00 0 0000 + L 0 V1 W . ......... Lj lit, a" look F R=111EWM. C�Oqc, ?_0 , fj I& 9 1.4 GULim CES DEVELOPMEN, r SERVI IL81 PLAT F C> will . <7 ann :25 LL- 5"PUBLIC 0XITY EASEMENT VOL. 494, PIO. 543 BCDR PUBLIC u771-Iry EASEMENT & —SS PUBLIC ACCESS EASEMENT VOL. 967J, PG 288 BCDR WOODRIDGE COLLEGE STATION I LLC I NORTHPOINT CROSSING SUBDIVISION LOT 2 4.191 ACRES O E M 0 c*4 75 Z -TI En uj cn a) 3 I FIVI to C14 a) E 0 PROERry i wr 0 0 0 IN 6 �--� - ------------- I �/— -1 --------------- WOODRIDGE COLLEGE STATION LLC NORTHPOINT CROS ING F SUBDIVISION LOT OT 2 4.191 ACRES PROPERTY L11VE R 20" U&ITY EASEMEAff VOL 494, PG 543 869R PROPERTY LINE f, it 11 11 It 11 it It It 11 It It IIt t 75' BUILDING LINE ----- 8 II ii 3W 311 - VV 6W w 6W 3�ETLETR 3WI w - 3w - �IMA 00,50 1 rm mme-1 ItIt I, ba 11 It "M It It IT 11 N SE SS — SS — SS — SS — S�'�'�—"ts — kA 18'x20' PUBUC UTILITY EASEMENT VOL 11472 PG 79 UNE TYPE LMID O—STM—ST M. -- I - STM:� — — — — — — — — — — — -- PUBLIC UTILITY EASEMENT BOUNDARY (SUBJECT TRACT) cc ------ - — ------ ACCESS / PARKING EASEMENT cn II BUILDING SETBACK LINE INTERIOR LOT LINE (SUBJECT TRACT) II I II cn BOUNDARY (ADJOINER) II SID APPLE PROPERTIES III, LLC I II LODGECO SUBDIVISION, LOT 1 CITY OF COLLEGE STATION V-1996 P-331 ZONED C1 COMMERCIAL INDUSTRY 5- CONCRETE PATHWAY 5' PEDESTRIAN PATHWAY II 5' COI Nr PROPERTY cn 15�r24' ACCESS EAS ENT I I-11VE VOL. 1998, P6, 331 cn II p j, j jL-- 01 ---------- 115PUBLIC UTILITY EASEMENT VOL 11472 PG 79 co §02' K p PROPOSED POOL OHP 2,000 SF 0 X-3 OWN tC 11"'k, P,�Aw' gk%j'q `1111 WRITE,,, IJ c.m� I W011-te 1111 -ii 14,11 %mm, N1. W. till It------------ -------- -------- - ----------------- 4 A -------- qr c c b QL F24' ACCESS EASEMENT 9 ate/ T VOL 11472 PG 79 r4 N�m Dc� I© _ ©I 10' PUBLIC U71LITYEASFMEA(r VOL 1096 PG 331 BCDR II II 30- ACCESS EASEMENT II II 11472 PG 79 II II II II Sr 111 II IIII V) II LL - R25.0 V) V) 20 PUBLIC UTILITY EASEMENT —I ( i{1. V— P J) 0. 3 PRI VA 7E RETAINING FIVI :"M FIVI FIVI FFM F FM - f M FM FM FM FW4LL-EAS WEN -F— FM FIVI FM m1 -k A FM FIVI FM FIVI VOL. 43, PG. 365 BCDR "M 4: r'1 4113:!' ------------ --- ----- ----- TV ---- --------- -- r CURB & GOM, TYP. 30' PUBLIC UTILITY EASEMENT VOL 11472 PG 79 c/) W2007 EQ1 COLLSTAION PARTNERSHIP, L.P. GORZYCKI'S MEADOWLAND V) BLOCK 2, LOT 10 ACRES = 1.855 ASSOCIATED BPP VOL 7619 P 141 cf) ZONED GC GENERAL COMMERCIAL V) I . //\ -< /\,- s A; V 01 2.0' 40' R E VIcIE: WE D F 0 R COMPLIANCE 12 2013 COLLEGE S"f Tew ENGINEERIN,G -R-5VIEWEE)" FOR C 0 M P L IAN E JUL 12 2013 "7H COLD -Ut Z6 ilk! ION DEVELOPMENT SERVICES PLAT FILED: -1. PROPERTY INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION 11 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: PDD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER /DEVELOPER: (3L> VASO DEMLA — LLC. I — 3525 SANDY TRAIL LANE PLANO, TEXAS 75023 HOME2 SUITES BY HILTON SITE PLAN SHEET 1 OF 6 C .. OVERALL MAP Jr J 0 N ES & CA RTE R,INc. � ENGINEERS -PLANNERS -SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. C0120-001 DWG. NO. SUBMITTED: -- SURV. BY: OF TE�Xlj .......... 00. / STEVE E. DUNCAN 83252 SHEET NO. 07/12/2013 spi.0 41 7" HP_ -------------- ---------------------------------------- CITY STE PLAN N 12'-0" S ITE L 7 777 1. CITY OF COLLEGE STATION, JOSEPH F. SCOTT LEAGUE, A-50 BRAZOS COUNTY, TEXAS 9. AN IRRIGA11ON PLAN WILL BE APPROVED PRIOR TO SITE PLAN APPROVAL. IT WILL - 7HP INCLUDE A PRESSURE VACUUM BREAKER OR RPZ BACKFLOW PREVENTER INSTAH ED AND 2'-6" (TYP) OHP 2. THIS DEVELOPMENT IS CONSIDERED A SINGLE BUILDING PLOT FOR THE PURPOSE OF TESTED PER CITY ORDINANCE 2394. NON-RESIDENTIAL ARCHITECTURAL STANDARDS, LANDSCAPING, AND SIGNAGE AND SHALL -7 F 014P COMPLY WITH STANDARDS IN THE UDO REGARDING BUILDING PLOTS OVER 50,000 SF. 10. THIS SITE IS LOCATED IN AN AREA OF THE CARTER CREEK WATERSHED CLEAR THAT HAS BEN 1 S-0- (MIN)- -2- 1" PVO CS ACTUAL BUILDING SQUARE FOOTAGE .= 60.00OSF DETERMINED TO REQUIRE DETEN11ON PER THE B/CS UNIFIED STORM WATER DESIGN GUIDELINES. ZONE 00 111 so ua �.a­SO-0. .,I, -Z - So DA,I.i, -Z SO Ud.* -Z _z STORM WATER DETENTION WILL BE ACCOMPLISHED BY MEANS OF CONSTRUCTING AN UNDERGROUND _Z; So DA� So 0 �d 1, -Z - 1 3. THE SUBJECT PROPERTY IS ZONED PDD, PLANNED DEVELOPMENT DISTRICT, NTH A BASE STORM WATER DETENTION FACIUTY. 4-6" (TYP)! 2- 2" P�C V -V 2- 2- PVC -2 PVC VZ -2- 2" P�C VZ -2- 2" PVC VZ 2- 2- PVC V2 -2- 2" PVC �Z -2- 2" P�c �z -2- 2" PYO 4%�_ ZONING OF C-1 GENERAL COMMERCIAL, PER ORDINANCE 2011-3389. SPECIAL C) Y7 - - - - - - - PROVISIONS ARE AS FOLLOWS: 11. FIRE FLOW FOR THIS 60,000 SF TYPE 11-B BUILDING IS 5,250 GPM FROM 4 FIRE HYDRANTS. THE .1 1 - I - I - 0 -`1 - - - - - - - - - - - 1 PROPOSED BUILDING WILL BE SPRINKLED, THEREBY ALLOWING A 50% REDUCTION IN REQUIRED FIRE A. MINIMUM PARKING RATIO OF 1 SPACE PER ROOM FOR HOTEL USES. FLOW RESULTING IN MINIMUM REQUIRED FIRE FLOW OF 2,625 GPM FROM 3nREHYDRANTS. B. TEXAS AVENUE PARKING SETBACK = 8' 12. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE IJD ON THE CITY'S ISOLATION VALVE. THE TYPICAL BIKE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, Ol 01 WOOD E L TUBING 2 - 40' C 'OLLEGE S ON I LLC C. MEADOWLAND PARKING SETSACK = 6' LL562 LOCKING UD. ALTERNATE LOCKABLE LIDS SHAH BE APPROVED BY THE COLLEGE STAT10N UTILITIES DIRECTOR OR HIS DESIGNEE. NORTHPOINT C SSING D. 10' SIDEWALKS PER LIDO SECTION 7.9.E.4.d ARE NOT REQUIRED. SUBDIVISI 13. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TO THE BACK OF CURB OR EDGE OF PAVEMEN T, LOT E. TREE WELLS ARE NO REQU18ED ALONG THE FACADE FACING A PUBLIC WHICHEVER IS APPUCABI F. ALL RADIUS LENGTHS FOR CURBS ARE 3'-0" (AT BACK OF CURB) AND MOUNT TO CONCRETE PRIME & PAINT RACK 4.191 RES RIGHT-OF-WAY AS PER UDO SECTION 7.9.E.3.b. THE TREE WELLS TO BE ALL DRIVE AISLES ARE 26'-0' WIDE (BACK OF CURB TO BACK OF CURB), UNLESS OTHERWISE SURFACE W/4 -GALVANIZE BLACK IN COLOR PROPERTY LOCATED ALONG PUBLIC. WAY. NOTED. 0 J -BOLTS F. DOUBLE ISLANDS ARE NOT REQUIRED WITHIN PARKING ROWS LOCATED WITHIN 15 14. -ALL SIGNS ARE TO BE PERMITTED SEPARATELY. FEET OF A RIGHT-OF-WAY OR PUBLIC WAY. (UDO SECTION 7.2.C.7) TS 7 1 L-77- 77 15. MAINTENANCE OF THE PROPOSED PRIVATE ACCESS EASEMENTS IS THE RESPONSIBLE OF THE CUI* SCALE.- N.T.S. 4. MEADOWLAND STREET IS A PUBLIC WAY, INCLUDING A FORTY (40) FEET WIDE PUBLIC PARTIES OF THAT PRIVATE ACCESS EASEMENTS AND NOT THE CITY OF COLI EGE STATION. 19"0 STEEL LL_ ACCESS EASEMENT TO INCLUDE THE STREET PAVEMENT SECT10N AND SIDEWALKS ON LO TUBING EACH SIDE. PROPERTY OWNER IS RESPONSIBLE FOR AH FUTURE MAINTENANCE . 16. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS C3 REUuiP,�O A 01 6- 368SF 7 SPACES (9X18) 4E.O' B 368SFI 5. ACCORDING TO COMMUNITY PANEL NO. 48041CO215E OF THE FEDERAL EMERGENCY 17. SURVEY PROVIDED BY JONES & CARTER, INC. EXS1171VG RRE CL WOOD FENCE. MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS, 3"r CURB HwRANr p 4 BAR CONTINUOUS, ISE DETAIL SPIA EFFECTIVE DATE MAY 16, 2012, THE SUBJECT TRACT IS SITUATED "THIN UNSHADED 18. TRANSFORMER TO BE SCREENED USING EVERGREEN SHRUBS PLANTED ON THREE SIDES AS NOTED _�T EXCEPT THRU ZONE 1", DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOOD PLAIN. ON LANDSCAPE PLAN SHEET. 6X3* STEEL PLATE 3"R < EXPANSION JOINTS WELDED TO RACK 6. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 19. El ECTRICAL CONDUIT TO PROPOSED TRANSFORMER IS TO BE INSTAI I ED PER COLLEGE STATION VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR UTIMES SPECIFICATIONS AND DESIGN. CONTACT SAM WEIDO (979) 764-6314. N01 A 6 - RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE PROPERTY LINE' N16 A: C14 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING 20. CONTRACTOR TO REFER TO COLLEGE STATION U11UTIES ELECTRICAL LAYOUT FOR CONDUIT AND 6* CONCRETE 23 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. TRANSFORMER PAD REQUIREMENTS. Ib ill CITY SWARD BIKE RACK'DUML LIGHT POLIE, IYP _7 \\,-#4 BARS 7. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF 21. REFER TO SHEET C1.2 FIRE TRUCK MAN EYERING-,-AND STRIPING LAYOUT FOR FOR FIRE SAFETY RV THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW - STRIPJN, _9wAA-Y­OF-,'THOSE,"AND LICK MANUEVERING. AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. @ 16" OCEW C FIXTURES WILL BE MOUNTED IN SUCH A MEANS THAT THE PROJECTED CONE OF LIGHT -1k -AEFER TO SHEET C1.0 FOR EASEMENT INFORMATION. V U U --RE"IEWE"' F"R 196S DOES NOT CROSS THE PROPERTY LINE. 6" THICK LIME STABILIZED SUBGRADE REINFORCED E :16 23. REFER TO SHEET C2.0 FOR CSU ELECTRICAL NOTES. b 8. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT COMPLIANC (2' BEYOND BACK OF CURB) CONCRETE U_ LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND 24. MEADOWLAND PAVEMENT AND CURB ARE BY OTHERS . .... N 0 UL 12 2013 DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT OF WAY, AND ADJACENT CURB DETAIL NOTES: -CONTRA TOR TO FIELD VERIFY ALL ELEVATIONS AND GRADES PROPERTY DISTURBED DURING CONSTRUCTION. 25. -C C� 1. EXPANSION JOINTS: 60' MAX SPACING AND AT ALL RADIUS 00 POINTS, PT'S, AND PC'S. .14 B_R CQUkW k Zio'l ArION 00 E_ X 26. REFER TO YAN/COLLEGE STANDARD DETAILS FOR ACCESSIBLE RAMP CONSRTuC-nON DETAILS -STM-S S ?f WA 7ER 2. CONTRAC11ON JOINTS: 10' MAX SPACING. STm- E BrIo 17MA5 TO MENT 85RVIC 3. THESE ARE CITY MINIMUMS. SEE GEOTECHNICAL REPORT 1-1 DEVELOP 00 FOR PROJECT RECOMMENDATIONS. �Pq '0 ;7< �0, KAT F Ii - IS 6' RAISED CUR13 DETAIL V) n Po oAEgry ew EASEMENT LINE TYPE LEGM LOT1 BLOCK 1 a. EASBAENT UNE TYPE LEGEND LODGECO SUBDIVISION �g EFER AP V) R TO LANDSC ING VOL 1996 PG 331 WATER DEMAND U TIRE WELL co CITY OF COLLEGE STATION FOR DETAILS, TYP-4 18.5 - - - - - - - - - - - - Ul ILITY EASEMENT OPRBC C4 20.0 MINIMUM (gpm) 0 ZONED CL .3 17� P En FF-c-oNCRETE PEDESTRIAN PATH BOUNDARY (SUBJECT TRACT) D APPLEBEE'S RESTAURANTS MAXIMUM (gpm) 194 11-6- D'I TEE 260SF TEXAS LLC. C/) I - - - - - - - - - - - - - - ACCESS / PARKING EASEMENT AVERAGE (gpm) 20 23.5 -'1-6"x3* REDUCER DOMESTIC & FIRE SERVICE WATER 5' P EWD EMM I MAN I LINES, REFER TO C2.0 FOR DETAILS B�!ILDING SETBACK LINE 1-3w DI TEE a SEWER DEMAND 1-1 1/2- TAPPED 3' CAP It, STEPS HANDRAIL (5 RISERS) IN'� , RIOR LOT LINE (SUBJECT TRACT) A 1-3* DOMESTI C METER & VAULT Typ > �ULVERT UNDER �ALK� ROPE, TY LINE [CULVERT UNDER CURB RAMP UM d) 279,3601 ISI 5 1-1 1 2* IRRIGATION METER EWALK C1. it I, I BC NDARY (ADJOINER) ,,6., - - III R' 1 1 0 V SOLATION VALVE I I NO '10 g g �gm, �O,, - g L NICE 2 REFER TO C2.0 FOR DErAiLs , u 4 N 2 11 41�y Pe Nit 0 Cf) INE 4:1 Zot 3w PARKING ANALYSIS: 0 a I T IDRY CREEK DRAINAGE MANN REQUIRED: 'L 10 N MONUMENT SIGN A COLLEGE 5 8 I P_ m =0 6W- 3 3W REFER TIC C ORDINANCE (PER PDD ZONING) .............. 1 SP/ROOM 6W I AR H ENGINEERING 111 ROOMS @ 1 SP/ROOM ....................... I I A CURB RAMP NO TOTAL REQUIRED ........................... ........... 111 RMAMN: 9. "S PROPOSED LIM 771-ITY 95 g �10 HANDICAP PARKING REQUIREMENTS: ggg A POOL �"01'41 111110 TOTAL PROPOSED SPACES ........... ..... ill 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 ANCHOR T LAN 2,000 SIT P9 1, - REQ`D HANDICAP SPACES (101-150) ......... 5 118,40' PU NORTH PARK SECTION 11 SS - 031111'�'�, FLU _U5 OHP REQ'D VAN ACCESSEBLE (1 PER 8) ............. 1 0.18 ACRES LOT 4 3S SS VOL 11472 PG 79fl. V 0.18 ACRES LOT 3 xp 00 11E INTO EXISTING r PROPOSED: 0.20 ACRES LOT 2 R-110�, SANITARY SEWER, REFER X V) _T=_t__ g '25.0 110 Ic Uj "N REGULAR SPACES ......................................... 06 V"'I TO C2.0 ez ------- TOTAL1.97 ACRES a It g -71 VAN ACCESSIEBLE HANDICAP SPACES ..... I 2­`�. tIll'a ZONED: PDD %n� REGULAR HANDICAP SPACES ­ 0 u u ��,FRS CL AM, I I V) N1 ffl I I I - g.m) g? now- gp 300 SOUTH TEXAS AVENUE gg 00 �k i TOTAL PROPOSED ......................................... f2w 5 MARY COLLEGE STATION, TEXAS 77845 JL 0.1 UNDERGROUND STORMWATER PINGI IS MAIN g 4w WHITE STRI -Home 2 Suites 9.0 ION REFER TO SHEET E C3.5 FOR DETAILS 0 16' Proppsed Parking Island Square Footage Analysi OWNE R/DEVELOPER- Elk 7NG 17RE H)VRANT 42 VASU DEMLA LLC. ----------------------------------------------- Proposed Required -------------------- -------- ---- ------------------ ---- ------------------ gi, - Island Description Size (sf) Size (sf) Exci ss (SF) w. nniffile End 368 360 8 gg -0 ff� I AN TLIGHT POLE, TYP 'd' g:p% 9.5 g� �Ah" PLANO, TEXAS 75023 OWEN 91, i! I P 3525 SANDY TRAIL LANE _T1 iqlv,- -R.- ME t2 V ot Not IfOSF zp, 04 LIGHT POLE, 4V 443S m C End R 96 180 16 --t n K M H ------ t9 (18) /C 104.0' 5 SPACES (9X18) 4 D End 260 180 80 5 HOME2 SUITES 345SF _P/ .0 N, 337SF U� R17.�5i E Interior (bcingROW) 162 162 ALI 9.5 .15 SPACES TYPE 7 RAMP 7 RAMP ...... 9.5 LIGHT POLE, Z ...... ...... ====-- = ......................... PED -05 CU%B --9.0 9.0--9.5 1- BY HILTON -P ........... 00 F End 206 180 26 3-051 ...... ....... ===== ..... - ... t... ------------­-- r ........ ... -I= ....... R14.5 [L G End 204 180 24 0 w vg ZERL/Aff 9. 4 rn e DRY FIRE LINE, LIGHT POLE, TYP 0 En 07HERS) ;I -t I _t.19 C2.0 FOR DETAILS 24* STO 11 0 16' SIDEWALK PER 80 632 26.0 FIRE LANE V TO SHEET C3.0 FOR DETAILS 7' TXDOT SIANDARD CITY SITE PLAN > 44 FDC & LIGHT POLE, TYP H End 345 180 165 REFER TO RM SM, REFER Double End 359 360 SITE PLAN SHEET 2 OF 6 Y SEHER (BY. End 812 1 2 i La 397SF Ell I SID DIELAILS K Interior 577 - w I _T1 577 UNDERGROUND ELECTRICAL, 0) 1 R3.5 R3.5 f) REFER TO C2.0 FOR DErAILS L Interior 443 443 JONES&CARTER, I NC. 40 _�,F!JIBLLC unury EAsEmEw IVI Double End 337 360 -23 ENGINEERS -PLANNERS -SURVEYORS 2 cul 5- Texas Board of Professional Engineers Registration No. F-439 4o WHITE STRIPING 6, PM 11472 PA&I 79 PA LINE- N End 180 180 0 0 16: C -C R7.5 11.0 V) 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 F� f) 0 End 180 180 0 FM n in M FM FM FIv FM F�A FIVI - F -M FM FM FM FM FM FM FM FF'O M FM - FM 9M FM FM OrR"I I vi "c� P End 620 180 440 4:14 48.5 U R30.5 I SCALE: . AS NOTED DGN. BY: w 17 3PACE� (9X18) 154.0 263SF _P/ I IN- gg E J D7CT LOE R30.5 Rl o , SW2!0 485SF 4 SPACES (gX18) = 37.0' Q End 440 180 260 WARNING 480SF i DATE: AS NOTED DWN. BY- --- ------ TV LATY FAS6r1VT 27.0 A R End 220 180 40 U77 (A --TV JOB NO. C0120-001 DWG. NO. cs Ov& _U ---I S End 263 180 83 T Interior 480 480 SUBMITTED: M. SURV. BY. 0 CURB RAMP EA %WEN T U Interior 485 485 V Interior 397 397 SW3-05 7 OF TE��,%Xj h C PROPER TY INE m CONCRETE PARKING LOT, T7yp. (D CSU ELECMICAL 7RAN-WORMER Summary: 01 (BY OZHERS) FORCE MAIN RELOCATION, REFER EQI COLLSTA PARTNERSHIP, L.P. E)(SIANG RRE' TO SHEET FM -1 FOR DETAILS IN YDRAN r 0 TOTAL END ISLAND REQUIRED = 3,600 SF lot GRANITE FINES JOGGING PATH SPECIAL WARRANTY DEED STEVE E. DUNCAN (BY 0 7HE RS) TOTAL END ISLAND PROPOSED = 5,358 SF e CITY OF COLLEGE STATION �O ......................... . 000 EXS177NG 1-7RE 4" WHITE STRIPE, TYP. VOL 7619 FIG 141 EXCESS END ISLAND PROPOSED = 1,758 SF 83252 HYDRANT 14 OPRBC Number of interior spaces= 39 sp 0 N 2 SHEET NO. _'D (HAMP70N INV SSE CORNER, 188LF ZONED GC 11'P N 0 HAMPTON INN 07/12/2013 SP 1 1 CURB & GUITER, TYP. TOTAL INTERIOR ISLAND REQUIRED 468 SF ------------ r z WOODB E E S I E rN G T 0 LLC 'THPOINT C SSI NG SUBDIVISI LOT 4 1 9 1 RES - ily- lie 2 TOTAL INTERIOR ISLAND PROPOSED = 2,544 SF EXCESS INTERIOR ISLAND PROPOSED = 2,076 SF a 0 3 0 E a M M 0 i M 0 N 75 I I m En N N E 0 x 0 0 1 0 N 0 0 a N 6 UULLLVC. JIHIIUN I LLU NORTHPOINT CROSSING SUBDIVISION LOT 2 4.191 ACRES 30' E A O2013 TATI NRING O COMPLIANCE JAIL i 2 2013 MSN D� IATION MINT SERvICES i PROPERTY INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: PDD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER f DEVELOPER: VASU DEMLA - LLC. 3525 SANDY TRAIL LANE PLANO, TEXAS 75023 HOME2 SUITES BY H I LTO N SITE PLAN SHEET 3 OF 6 FIRE LAYOUT Jt"' JON ES&CARTER,iNc. r ENGINEERS• PLANNERS* SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. C0120-001 DWG. NO. -- SUBMITTED: -- SURV. BY: -- /.........................../ / STEVE E. 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I.. ) � I I ice. a cqI J I ' •I : J 'h 'I. r m O h• t.... .. •14. - •4 / I . 4 . st E ;.:.'.: ''; .•,::.. sem; - - t - I rel 20' ISITE LOCATION( A OFFSITE PAVEMENT TO REMAIN / EXISTING BUILDING STRUCTURE TO DEMO F r' EXISTING CONCRETE TO DEMO PROPERTY INFORMATION. 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES =LOT 2 TOTAL 1.97 ACRES ZONED: PDD P COLLEGE STATION, TEXAS 77845 T\ , 3525 SANDY TRAIL LANE . HOME2 SUITES — tv DEMO PLAN ONE CARTERr INC. JS & .r ENGINEERS -PLANNERS -SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive Ste. 160 Bryan, Texas 77802 979 731-8000 •vc DATE: AS NOTED DWN. BY: C0120-001 -- JOB N0. DWG NO SUBMITTED: -- SURV. BY: -- r� r r I OPO 1 STEVE E. DUNCAN / •••• •j �•7.•••• 83252 ,l ��O '•.�/ ' •�",r'' f F 1 S ' 1 07/12/2013 SHEET NO. S P 1 .3 _ — '•::''�-I�.�•i�LSTA•'�PARTN•ER HIP'�.'•'•:P:�'•.'••''.'••'''�•.'•••••.'•.'•••'•,'••'�'•'•.'• '.� 1 \ m OPERTY•UPN£. . y � •'•'• ••'•'•'•''�'• •• •'• ��'�:'•'• �.'•:'� ••'•�'• •:'•'� •:'•'� •�'•:'•'•'•:'�:'•''• �:'�:'� •�'•:'• •.'•.'� •• •.'• ��'�.'� 1 I 1 0 a • • S�'EGI L' ••INA R D• ED•'•.'••'''.'••''•� •• � �� •� :�'• ••'•'�•'� �. �• • i I o . �:. .' • • •/. • ' .•''.'•'•�•:'•'••••.'.'••.'•''•'•.'.'••.'.'•,'•.'.'•,'•'•''•'•'•.'•' ''.'•'•'••' ,•.'•' ''.••' .'•' ' .'•' ' •'•' ' .' ' , •' ' • •' ' • .'•• .; . • ' • • . • . • .CE' •'OF••'�0'I�EGE•�'ST ��IO�N.•','•.••.•,•,•..••.,,..',•'''',.'••:'..'..'•''',.'.•''',.'• 1Y L A . N. (STING RETAINING WALL TO REMAIN. ONCE FINAL GRADE IS ESTABLISHED 1 i N I . ✓' .. • 0 1 BELOW FINAL GRADE. CONTRACTOR In TO DEMO WALL T V \ I I o 1 I. .. . • .' • / • • . • f' B .CONTRACTOR 'PROTECT ADJACENT PROPERLY. \ I I U (n I a r� l 1 { I. M P.0JNN I I o — i i 1 I (%I rel 20' ISITE LOCATION( A OFFSITE PAVEMENT TO REMAIN / EXISTING BUILDING STRUCTURE TO DEMO F r' EXISTING CONCRETE TO DEMO PROPERTY INFORMATION. 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES =LOT 2 TOTAL 1.97 ACRES ZONED: PDD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER DEVELOPER: VASU DEMLA — LLC. 3525 SANDY TRAIL LANE PLANOP TEXAS 75023 HOME2 SUITES BY H I LTO N SITE PLAN SHEET 4 OF 6 DEMO PLAN ONE CARTERr INC. JS & .r ENGINEERS -PLANNERS -SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive Ste. 160 Bryan, Texas 77802 979 731-8000 SCALE: AS NOTED . BY: DGN DATE: AS NOTED DWN. BY: C0120-001 -- JOB N0. DWG NO SUBMITTED: -- SURV. BY: -- 1 OF TFxgSI,, r OPO 1 STEVE E. DUNCAN / •••• •j �•7.•••• 83252 ,l ��O '•.�/ ' •�",r'' f F 1 S ' 1 07/12/2013 SHEET NO. S P 1 .3 • z e m E 0 0 a N 0 w Ac Lq V O CONCRETE DUMPSTER PAD N.T.S. • 6- O.D. STEEL PIPE (SCH-40) PRIMED d:: PAINTED (COLOR AS SPECIFIED BY THE ARCHITECT) FINISHED PAVEMENT—' d. 04 ° M A. d° °. \\— CONCRETE (CLASS e) 12"0 PIPE BOLLARD N.T.S. 2-6'X8' GATES PAINTED STEEL EDGER WITH 2' MIN THICK OF DECOMPOSED W/ LOCKING PIN 15' STEEL STAKES 0 60' OCEW GRANITE FINES AFTER WETTING do (WHERE APDL ICAOLE) (WHEN NOT A BUTTING CONCRETE) COMPACTING GRADE TO ACHIEVE POSITIVE DRAINAGE di �/\///\77777' _ I POLY PLANT BARRIER GRANITE FINES JOGGING PATH SEE STRUCTURAL & ARCHITECTURAL PLANS FOR MATERIAL & REINFORCEMENT DETAILS OF SCREENING WALL SEE STRUCTURAL PLANS FOR REINFORCEMENT DETAILS OF STEM WAIL 2 MATS OF #4 BARS 016' O.C.E.W. EXPANSION JOINT SEE PAVING PLAN FOR PAVEMENT DETAILS 2 MATS OF #4 BARS 016' O.C.E.W. 9" MIN d. ° ° °:° a zj d. ° d • e . ° 0 a °°a' 04 10" 2 MATS OF #4 BARS 016' O.C.E.W. SECTION B N.T.S. 9» V THICK MECHANICALLY COMPACTED CRUSHED LIMESTONE BASE V CURB, AS REQUIRED PLANTINGS PER LANDSCAPE PLAN HEIGHT PER PLAN COMPACTION PER GEOTECHNICAL ENGINEER BED MIX PER LANDSCAPE PLAN SPECIFICATIONS {: • F'^ ,� w �mErALEDGE CLEAN BULLROCK DRAINAGE SWAM /\. #5 REBAR 0 12' C -C VERT /\// j\ / _.. / MEIN. EDGE #4 REBAR 0 10' C -C HORIZ. /\//\// \\//\\j/ ",/Z. \\/\\/\\/\\/\\ \/\j/\j/\j/\//\/� EX. GRADE DEPTH VARIES EX. SUBGRADE 6' WIDE EROSION FABRIC SEPARATING CLEAN DRAINAGE AGGREGATE FROM SUBGRADE SOILS DRAINAGE SWALE ADJACENT PAVEMENT N.T.S. r, �I 24" Ii ICK ENED EDGE N.T.S. SIDEWALK REINFORCEME PER SIDEWALK DETAILS CULVERT PER PLANS SLOPE PER PLANS \ /\�� BULLROCK wo-MAX— \ AII�AGE SWALE i\/ #4 DOWEL \A\/ WOVEN GEOTEXTILE #4 CONTINUOUS \\ LINER ENTIRE LONGITUDINAL BAR WIDTH OF ROCK 15" C—C MAX LINED CHANNEL SPACING SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS CULVERT UNDER SIDEWALK N.T.S. FENCE PROPERTY _INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: PDD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER /DEVELOPER: VASU DEMLA — LLC. 3525 SANDY TRAIL LANE PLANO, TEXAS 75023 HOME2 SUITES BY H I LTO N SITE PLAN SHEET 5 OF 6 SITE DETAILS JON ES & CA RTE R,INC. r ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. C0120-001 DWG. NO. -- SUBMITTED: -- SURV. BY: -- of i *:• . . =* �• STEVE E._ DUNCAN� �/ . • ............. • 83252 0 -13 •�/ 1X, , N SHEET N0. +`'is ••• 07/12/2013 SP1 .4 9 0 /1 d Z � '" ° d. 2 MATS OF #4 BARS a 0 16' O.C.E.W. ao a' ° o' .d • °.. °° •p ' z I POLY PLANT BARRIER GRANITE FINES JOGGING PATH SEE STRUCTURAL & ARCHITECTURAL PLANS FOR MATERIAL & REINFORCEMENT DETAILS OF SCREENING WALL SEE STRUCTURAL PLANS FOR REINFORCEMENT DETAILS OF STEM WAIL 2 MATS OF #4 BARS 016' O.C.E.W. EXPANSION JOINT SEE PAVING PLAN FOR PAVEMENT DETAILS 2 MATS OF #4 BARS 016' O.C.E.W. 9" MIN d. ° ° °:° a zj d. ° d • e . ° 0 a °°a' 04 10" 2 MATS OF #4 BARS 016' O.C.E.W. SECTION B N.T.S. 9» V THICK MECHANICALLY COMPACTED CRUSHED LIMESTONE BASE V CURB, AS REQUIRED PLANTINGS PER LANDSCAPE PLAN HEIGHT PER PLAN COMPACTION PER GEOTECHNICAL ENGINEER BED MIX PER LANDSCAPE PLAN SPECIFICATIONS {: • F'^ ,� w �mErALEDGE CLEAN BULLROCK DRAINAGE SWAM /\. #5 REBAR 0 12' C -C VERT /\// j\ / _.. / MEIN. EDGE #4 REBAR 0 10' C -C HORIZ. /\//\// \\//\\j/ ",/Z. \\/\\/\\/\\/\\ \/\j/\j/\j/\//\/� EX. GRADE DEPTH VARIES EX. SUBGRADE 6' WIDE EROSION FABRIC SEPARATING CLEAN DRAINAGE AGGREGATE FROM SUBGRADE SOILS DRAINAGE SWALE ADJACENT PAVEMENT N.T.S. r, �I 24" Ii ICK ENED EDGE N.T.S. SIDEWALK REINFORCEME PER SIDEWALK DETAILS CULVERT PER PLANS SLOPE PER PLANS \ /\�� BULLROCK wo-MAX— \ AII�AGE SWALE i\/ #4 DOWEL \A\/ WOVEN GEOTEXTILE #4 CONTINUOUS \\ LINER ENTIRE LONGITUDINAL BAR WIDTH OF ROCK 15" C—C MAX LINED CHANNEL SPACING SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS CULVERT UNDER SIDEWALK N.T.S. FENCE PROPERTY _INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: PDD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER /DEVELOPER: VASU DEMLA — LLC. 3525 SANDY TRAIL LANE PLANO, TEXAS 75023 HOME2 SUITES BY H I LTO N SITE PLAN SHEET 5 OF 6 SITE DETAILS JON ES & CA RTE R,INC. r ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. C0120-001 DWG. NO. -- SUBMITTED: -- SURV. BY: -- of i *:• . . =* �• STEVE E._ DUNCAN� �/ . • ............. • 83252 0 -13 •�/ 1X, , N SHEET N0. +`'is ••• 07/12/2013 SP1 .4 N N m E 0 x l-, 6 18" 1 6" MAX ml mP OF fDFORM BAR ausl rnH iBP OF COL7CPE7E i 7jr M HOLE 3�r To�r � °',a 2 04 BARS 3Ir RE W131 0 BAR COLfDm �6EOOFD J MO SBBC " - CURB STOP (NTS) F� RESERVED', -PARKING 12" $ 50 - 200 FINE WITHOUT VEHICLE PERMIT a RESERVED PARKING SIGN NOTES: 1. TYPE R7 -8T SIGN PER THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. 12"x18" E.G..080 ALUM 3. "RESERVED PARKING" AND STANDARD SYMBOL PENALTY SIGN NOTES: 1. TYPE R7 -8a SIGN PER THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. 12"x9" E.G..080 ALUM 3. "$ 50 - 200 FINE WITHOUT VEHICLE PERMIT" - 12" TYPICAL HANDICAP PARKING SIGN (NTS) PARALLEL C( HANDICAP SIGN, �SEE DETAIL HANDICAP SIGN WITH VAN ACCESSIBLE PLAQUE, SEE DETAIL �� ri i00 mini i PARALLEL CURB RAMP [- 8.0 --}- 5.0 -1-- 11.0 -1 8.0 -� 5.0 [-- 8.0 --i 5.0 [-- 8.5 18" HANDICAP PARKING DETAILS SCALE 111 = 20' RESERVED PARKING SIGN NOTES: 1. TYPE R7 -8T SIGN PER THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. 12"x18" E.G..080 ALUM 3. "RESERVED PARKING" AND STANDARD SYMBOL 1 6"MAX 12" - I VAN ACCESSIBLE SIGN NOTES: VAN 1. TYPE R7 -8a SIGN PER THE TEXAS MANUAL ON 6" UNIFORM TRAFFIC CONTROL DEVICES. ACCESSIBLE 2. 12"x6" E.G. .080 ALUM 3. "VAN ACCESSIBLE" 1_ 12" TYPICAL VAN ACCESSIBLE HANDICAP PARKING SIGN WRAP FENCE PICKET, CAP, AND TRIM AROUND POSED FACE OF END POST (NTS) 2X6 CEDAR TOP CAP 3X3 TREATED PINE POST 2X4 TREATED PINE TOP RAIL (CONSTRUCTED LEVEL) CONTRACTOR TO INSTALL 6" OR 1' STEP AS REQUIRED 2X4 TREATED PINE MIDDLE RAIL CENTER BETWEEN TOP AND BOTTOM RAIL 2X4 TREATED PINE BOTTOM RAIL 2' LEAVE 1" SPACE BETWEEN BOTTOM OF PICKET AND FINISHED GROUND I( FILL AROUND POST WITH CONCRETE RESPONSIBLE TO �// �� A 6" D RUCTING FENCE S D WITH SIKKENS\I�j�\//\\� „ �I.0 4„L 3I UT BROWN (201) PLACE 6 GRAVEL BELOW POST BOTTOM OR EQUIVALENT. CONTRACTOR TO SUBMIT COLOR SAMPLE FOR OWNER APPROVAL PRIOR TO ORDERING. 8' PRIVACY FENCE (NTS NOTES: 1. STRIPING AND SIGNAGE TO MEET TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE STANDARDS. 2. PAVEMENT SLOPES NOT TO EXCEED 2% ALL DIRECTIONS 3. ALL ACCESSIBLE FACILITIES MUST BE CONSTRUCTED IN COMPLIANCE WITH THE TEXAS ACCESSIBILITY STANDARDS AND THE CITY OF COLLEGE STATION STANDARDS. BOTTOM OF RAMP ELEV. /'- FACE OF CURB FLUSH WITH PAVEMENT f tz FACE OF CURB - �- 12:1 MAX. EFFECTIVE RAMP SIDEWALK WIDTH SL-0PE 4' MIN WIDTH SIDEWALK PER PLANS 6' MIN NOTES: <C 1. RAMP CROSS SLOPE NOT TO EXCEED 1:12 o � 2. ALL ACCESSIBLE FACILITIES MUST BE 0 0 CONSTRUCTED IN COMPLIANCE WITH 0 0- THE TEXAS ACCESSIBILITY STANDARDS 00 0AND THE CITY OF COLLEGE STATION. PLAN VIEW: CURB RAMP NTS 1. 4' SQUARE WHITE HANDICAP SYMBOL ON BLUE BACKGROUND HANDICAP PARKING SYMBOL (NTS) FILL AROUND POST WITH CONCRETE PLACE 6" GRAVEL BELOW POST BOTTOM 2X6 CEDAR TOP CAP 2X4 TREATED PINE TOP RAIL (CONSTRUCTED LEVEL) CONTRACTOR TO INSTALL 6" OR 1' STEP AS REQUIRED WRAP FENCE PICKET, CAP, 2X4 TREATED PINE MIDDLE RAIL AND TRIM AROUND CENTER BETWEEN TOP AND BOTTOM RAIL POSED FACE OF END POST 3X3 TREATED PINE POST 2X4 TREATED PINE BOTTOM RAIL 8j 2' (LEAVE 1" SPACE BETWEEN BOTTOM OF PICKET AND FINISHED GROUND Ij FILL AROUND POST WITH CONCRETE RESPONSIBLE TO6 AND ELEVATIONS fRUCTiNG FENCE D WITH SIKKENS „ PLACE 6 GRAVEL BELOW POST BOTTOM I� iTNUT BROWN (201) OR EQUIVALENT. CONTRACTORTO SUBMIT COLOR SAMPLE FOR OWNER APPROVAL PRIOR TO ORDERING. 81 PRIVACY FENCE (NTS) 6 '' MIN 12"x18" TYPE R7-8, .080 ALUM WITH "RESERVED PARKING" AND STD. SYMBOL 12"x6" .080 ALUM WITH "VAN ACCESSIBLE" 2-3/8" O.D. GALVANIZED POST W/ CAP NOTES: 1. GALVANIZED MOUNTING HARDWARE 3" ANDICAP SIGN (NTS) RE-VIEVIED FOR C OM MPLIANCE JUL. 12 2013 COLLEGE STATION ENGINEERING PROPERTY INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2 NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: PDD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER /DEVELOPER: VASU DEMLA - LLC. 3525 SANDY TRAIL LANE PLANO, TEXAS 75023 HOME2 SUITES BY H I LTO N SITE PLAN SHEET 6 OF 6 SITE DETAILS r J 0 N ES & CA RTE R,INC. r ENGINEERS• PLANNERS -SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: DATE: AS NOTED DWN. BY: JOB NO. C0120-001 DWG. NO. -- SUBMITTED: -- SURV. BY: -- -N \1 OF T e��S,'�t r �................... z.....� / STEVE E. DUNCAN / ,......................... 83252 j �3 --.</ N O ' <".� SHEET NO. fit S 07/12/2013 S P 1 .5 n E- N W K 0 z NORTHEAST FR0N,T/50UTHEA_\1\ T ELEV T N:,,> SCALE: I/a'I - I'o" I I I I I I I I I I � Id,_\ TOP OF BEACON GROW �i TOP OF BEACON ALUM LOPING -° O' 10 O i m TOP OF SIENAC5E PARIFET TOP OF MAIN PARAPET \ E I OC I FIFTH CEILING LINE ell /E 2- / FIFTH FLR OOLEVEL T 2 02 ell / FOURTH FLOOR LEVEL ® ® ®-- I. T 2 02 21. THIRD FLOOR LEVEL T 2 1= SECOND FLOOR LE /EL — i E I 06 Cia❑� , ;ao���l1oa❑ a❑ as moa❑ �a r-� oc�❑ _ _ _ _�-�, �, � - ]oma � i o�[�❑l❑— �❑ i ❑ ❑ ❑ i _ ❑ � , � �� — �o �o❑O�- � �`�.o�C��� ❑C� / -� Qo❑��❑o❑O r- o❑r�C1�ooD0 00�� / / � w°-� // ❑��w o �� o- a o ❑ �I�❑ � ff � -cam' p' / �� o �U� o ut—nC� �[���❑a ❑ i ate- /' - o� / i _- O uc� u° Loc �❑�� ��o�❑°o _ � ❑°��d�- ❑off_ �' / �(]°o � o� � � ❑� � � � `�� , , ,c�;-�,.��,� r' -:,'� �- ��Y =.o FIRST FLOOR LEVEL � OF BEACON GROW- Nn _- ° =AGON ALUM :OPINE (n = SIGNAGE PARAPET � OF MAIN PARAPET EL.. 5q'-O"� - r ') FIFTH CEILING LIN�E�� - =IFTH FLOOR LEVEL EL. 44'-O" 1 DURTH FLOOR LEVEI EL, 33'-O" 1 -IIRD FLOOR LEVEL EL. 22'-O' TLINE ,ONO FLOOR LEVEL I - IRST FLOOR LEVEL .I_ _ OR STORAGE LEVEL USE OF MATERIALS-FRONT/SOUTHEAST ELEVATION TOTAL SQUARE FOOTAGE OF FRONT/SOUTHEAST ELEVATION: 5,344 SQ. FT. MATERIAL AREA IN SQUARE FEET % OF OVERALL FACADE ALUMINUM 44 0.51510 EIFS 1 588 II EFS 2 1,115 2196 ACME BRICK (TI) 1,655 510/6 ACCENT BRICK (T2) 481 q 0/6 CENTURION STONE 55,51 -i 106 FOUNDATION WALL 64 1.2 Flo LAMINATED GLASS 44 0.82 DOORS WINDOWS 4q1 q 910 WALL MINUS OPENING 4,853 gl % TRANSPARENCY 221 4 Flo COLOR AREA IN SQUARE FEET % OF OVERALL FACADE ALUMINUM 44 0.81 % RED OBSESSION SW -75'10 E I 588 I SOMMELIER E 2 1,115 21 QUORUM T I 1,655 31 CREAM T 2 481 q % ARIZONA RUBBLE ST I 55q -7 DOORS F. WINDOWS 4q 1 q USE OF MATERIALS -LEFT SIDE/SOUTHWEST ELEVATION TOTAL 50. FT. OF LEFT SIDE/SOUTHWEST ELEVATION: 13,35'1 50. FT. MATERIAL AREA IN SQUARE FEET % OF OVERALL FACADE ALUMINUM 173 1.3 % EIFS 1 4,006 -: Gc EIFS 2 2 X81 I !o % ACME BRICK (TI) I,IgO 8.q ACCENT BRICK (T2) 1,672 13 °o CENTURION STONE 1,36q 10% FOUNDATION WALL 131 0.151B % LAMINATED OLA55 2g 0.22% DOORS F, WINDOWS 2,170 16 % WALL MINUS OPENING 11,16q 84 TRANSPARENCY 1,713 15 % COLOR AREA IN SOUARE FEET % OF OVERALL FACADE ALUMINUM 175 1.5 RED OBSESSION SW -75'10 E 4,006 50 SOMMELIER () E 2 2,481 18.6 46 QUORUM T I I,IgO 8.q 90 CREAM T 2 1,672 15% ARIZONA RUBBLE ST I 1,36q 10% DOORS � WINDOWS 2,170 6 I -Ar 1-4' I I I I I A512 I I I I I I 25 - - - - - OI AL O5 T 1 02 ST I4, OU THI//\\�,E �T LEV/ E F T Cf7) - 5� � AT � 0 FROFEE R71" ST I I r\ 14 r IS O < E T' T E 5: OI ABOVE GRADE EXPOSED FOUNDATIOI,,I WALL O� BRICK ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED GLAZING AND INTEGRAL ALUMINUM LOUVER 4) ALUMINUM STOREFRONT SYSTEM W/ THERMAL BROKEN v FRAME AND INSULATED GLAZING ALUMINUM ENTRY AUTOMATIC SLIDING DOOR WITH INSULATED GLAZING 06 EIFS 07 EIFS VEE CONTROL JOINT - 5/4" DEEP OVERFLOW SCUPPER BY NESGO MFG INC. - MODEL # SCT'114R KYNAR FINISH ALUMINUM COPING SYSTEM --DOLOR TO MATCH ADJAGENT MATERIAL 10 KYNAR FINISH ALUMINUM GRAVEL STOP ADJAGENT MATERIAL --COLOR TO MATCH 11 LAMINATED GLASS BEACON W/ HOLOGRAM INNER LA1'ER:MANUFACTURER: _OG<IM0 ADVANCED ARCHITECTURAL PRODUCTS PATTERN: CRYSTAL 12 KEY CARD READER WIRED TO ELECTRIC STRIKE IN DOOR TOP OF READER AT 48" MAX. HEIGHT 13 SIGNAGE - ELEV. (p 4q'-6" A.F.F. ON CENTER NOTE: SIGNS ARE TO BE PERMITTED SEPARATELY. I4 SYNTHETIC STONE GLADDINO by:GENTURION STONE 15 PAINTED TUBE STEEL GANOPY W/ STAINED WOOD TRELLIS 16 PICKETS SPACE @ 4" ON CENTER 17 ALUMINUM LOUVER - COLOR TO MATCH ADJAGENT MATERIAL 18 MASONRY OR TILE -BASE Iq MASONRY OR TILE -FIELD -ASHLAR PATTERN "REVEAL/BEAM" - SPECIAL EIFS METALLIC FINISH 21PAINTED ALUMINUM OUTSIDE CORNER BY FRY REOLE T --COLOR TO MATCH ADJAGENT MATERIAL 22 WALL MOUNTED LIGHTING FIXTURE RE: REFLECTED CEILING PLAN 23 KYNAR METAL PANEL - ROOF TOP MECHANICAL EQUIPMENT SCREENING = 1 F I PSI 1 5 H to ! 'I, IAL I i ALUM. ---- COATED ALUMINUM FINISH -FINISH: PERMADIZE GOATINO -COLOR: KAWNEEiR (sterling grey 78gO018) EIFS --,EXTERIOR INSULATED FINISH SYSTEM E 1 -FINISH: -COLOR: RED OBSESSION (SW -75'10) - Sherwin-Willioms EIFS -- EXTERIOR INSULATED FINISH SYSTEM E -FINISH -COLOR: SOMMELIER (SW 7565) Sherwin-Wi I I iorns I_T i ACME BRICK DTP -102 (COLOR: QUORUM) CONTAGT:BRAE BARTON (214-724-3-128) I_T 2 ACME BRICK DTP -102 (COLOR: CREAM) CONTACT: BRAE BARTON (214--724-5728) STEEL (EXTERIOR) s I -FINISH: HIGH OLOSS -COLOR: Sherwin-Willioms (Nhii:e dove OG -1-7) CENTURION STONE (ST -ARIZONA RUBBLE CONTACT: JEREMY HOLT 81 -7-73-6242 < C I S? 1/\I A L I -- F11\1. MATER AL SE ELEV. NE ELEV. SW ELEV.^; -L ._ STON '' 12.77 % 8.56 46 10.11 °6 I BRIGI�. 26.74 % 50.88 % 5'1.53 4'0 20.01 °b E.I.F.S. 60.52 % 40.55 % 50.36 % 63.61 °6 ITIII PROJECT Sl ATUS: FINAL PROJECT MANAGER: DAYNE RAM DESIGN MAN' GER: RCM PROJECT DATE: 103011 REVISION DATE: 030613 U z J � N � ,j o Lo U) J WLLI 0� ?2 O z U) J �W IF-- Lo w� 'Oc = z U) � � ¢ L Z uj w F- O Lij z r om rn vJI--�- = w N o W _u..i t^ o `'� O O -- I � - --'� W LLT ti !! CD 01 -- - d N 5 b N m L l Z < (T, W LL D c CU �I I__II cn EE CC",)) '°' z h cl) ' _ N q , _ Wcv•� O Jc� i JOB NUMBER: SVD -11 u 187 NUMBER FA3 u i 1 1 DO NOT OUT LEADER GRADUALLY TO FINISHED GRADE. BLACK REINFORCED 5 GUY WIRES PER SAUCER RIM 5" ABOVE RUBBER HOSE, PLACE PLANT REQUIRED. REMOVE CONTAINER FINISHED GRADE• SLOPE ABOVE FIRST TIER OF SPACE EQUALLY AT t' BRANCHES 120° AROUND TREE. LIGHTLY 50ARIFY ROOTS SOIL BEFORE PLANTING. 3 MULCH IN PLANTING BED. #10 OR #12 GAUGE 5 GUY WIRES USED SET PLANT 2 ABOVE FOR 5" OPAL. OR LARGER FINISHED GRADE FINISHED GRADE GALVANIZED GUY WIRE, DOUBLED AND TWISTED, SET ROOTBALL 2"-4" L005EN 5UB501L AT TOPSOIL MIX 1/4" DIA. GALVANIZED ABOVE FINISHED GRADE BOTTOM OF PLANT - LIGHTLY COMPACTED TURNBUCKLE RED COLORED SAFETY PIT 4" MIN. TOPSOIL MIX. FLAGGING EA. GUY • MIN. 5" MULCH 4 SAUCER RIM - SLOPED GRADUALLY FINISHED GRADE WOODRIDGE COLLEGE STATION I LLG NORTHPO I NT CROSSING SUBDIVISION LOT 2 4.191 ACRES GENERAL LANDSCAPE NOTES I. ALL PLANT MATERIALS SHALL ,CONFORM TO THE STANDARDS OF THE APPROVED PLANT LIST FOR THE CITY OF COLLEGE STATION, TEXAS. G 2. AS UNDERROUND AUTOMATIC LANDSCAPE IRRIGATION SYSTEM SHALL BE INSTALLED TO WATER ALL LANDSCAPE 5. AREAS, INCLUDING RIGHT-OF-W,4Y AREAS, UNLE55 NOTED OTHERWI5E. ADDITIONAL PLANT MATERIAL MAY BE INSTALLED ON SITE AT OWNER'S 4. DIRECTION AND ACCORDING TO CITY REQUIREMENTS. ALL PLANT MATERIAL SHALL BE MAINTAINED BY OWNER IN A HEALTHY 5. AND GOING CONDITION, AND REPLACED WITH PLANT MATERIAL OF SIMILAR SIZE AND VARIETY IF DAMAGED, DESTROYED, OR REMOVED. 6. LANDSCAPE AREAS SHALL BE �GEPT FREE OF TRASH, LITTER, AND WEEDS. -1. ALL LANDSCAPE AREAS SHALL BE CONSTRUCTED, INSTALLED AND MAINTAINED 50 AS NOT TO OB i TRUGT VIEW OF LANDSCAPE AREAS ` SHALL BE CONSTRUCTED, IN5TA D AND MOTORIST BETWEEN THE W - W SHRU5 FL ANTI NO l�)F_TA I L TO FIN15HED GRADE ---- �= - -- W W \\ \\\ q q q q q STREET AND ACCESS DRIVE. Y SiBILITY EASEMENTS SHALL REMAIN --- -- - - - \ UNOBSTRUCTED AT ALL TIMES. SCALE: NONE TOPSOIL MIX \ \\\\ `\�✓ q �3' 8. ALL PERMEABLE SURFACES NOS OCCUPIED BY TREES, SHRUBS, PLANTING 2'X4'X4' PRESSURE - `\ q W � "4 BEDS OR OTHER PERMITTED ITEMS OR FIXTURES SHALL BE BERM A TREATED PINE STAKES, W q \ ` y y �y fi,�'�TDEGREES LAWN AREAS UNLE55 OTHERWISE NOTED. DRIVE FLUSH H/ GRADE REMOVE ALL BURLAP y shy W y y W y Wgyq q \ \\\\ ° q y w W W °\�� g. AND TREES TO BE INSTALLED UTSIDE FIRE HYDRANT, SANITARY SEWER, LIGHTLY COMPACT WIRE FROM TOP I/5 / W W W W W y q 4 \\\ $ L g q o ND UTILITY EASEMENTS. TOP501L MIX BENEATH OF ROOT BALL. / W WWWW W q \ \o, >W 10. INSTALL METAL EDGES AROUND THE GARDENS FOR THE LANDSCAPE. ROOTBALL TO PREVENT W W W \\.S �\ W REFERENCE ENGINEERING PLAN FOR PROPOSED GRADES. SETTLING. � / W y W W ..WWWW �� `\� � \ � W � '� i •Y q• Y \ \ G�(l �\�c W W W W \ \�S \ IRRIGATION NOTES 7REE FL ANTI NO DE7A I L W y q q �\ \\c-qk �\ 1• ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC SCALE: NONE W IRRIGATION SYSTEM. W/ W W W W ` W W W ' W , " q \ \�� \\ W `;:./' 2. IRRIGATION SYSTEM WILL BE EGGUIPPED WITH A RAIN SENSOR AND FREEZE GUARD. TREE NOTES: I. AT THE TIME OF PLANTING, TREES SHALL BE A MINIMUM OF THREE INCHES CALIPER, MEASURED 12' ABOVE AND A MINIMUM OF SEVEN W \ .FEET IN HEIGHT. I APPLY THREE INCHES (511) LAYER OF MULCH ON TOP OF ROOT BALL AFTER PLANTING, KEEP MULCH NINE INCHES BASE OF THE TRUNK. 5D APPLE PROPERTIES III, LLC, (ci");FROM BASE OF THE TRUNK. LODGECO SUBDIVISION LOT I Q W W 3 ��a CITY OF COLLEGE STATION ` l W WWW - . W q \.\ \\\ - q • Fr?J)NE EACH TREE TO GORREG STRUCTURAL DEFECTS AND REMOVE VOL 101016 PG 551 BROKEN BRANCHES CAUSED DURING TRANSPORT AND PLANTING >, r• °.,j3 ZONED GI COMMERCIAL INDU5TRAL WWW W W q q y ` W W W 4. EVERY OCTOBER APPLY TWO SND A HALF (2 1/2 LB.) POUNDS OF 10-10-10 FERTILIZER PER TEN 50UARE FEET as q OF AREA BENEATH EAc H TREE 40P j�40' q• O�/ O Y q i W LANDSCAPING W TOTAL LOT AREA: 65,890.42 S.F. W rf `57 9 W 'YY q OPEN SPACE REQUIRED (20% OF SITE) 17,178.08 S.F. q \\ q ®® W/WWW W y a y ", q OPEN SPACE PROVIDED (19.15 ) 16,452.53 S.F. q \\ ` / y y y W W o�� q W ° W ° .a STREET50APE ( TEXAS AVE.) REQUIRED (14:2/;5 LF OF FRONT) O6 5" CALIPER W WWW PROVIDED 07 3" CALIPER o� \ p� 5TREET5GAFE ( MEADOWLAND 5T.) REQUIRED (278.1 /52 LF OF FRONT) Og 5" CALIPER a \ r ` W o4 ",`,• \\ ,a fla �� W'� W W W W W e �`° q q :, 10 3" CALIPER ♦ .WW W• WW yWWWW W. W W W W W W W .W W rq PROVIDED SCREEN SHRUBS (BOTH 5TREET50APE) REQUIRED (4:20.:)/5 LF OF FRONT) 140 5 GALLON PROVIDD 141 5 GALLON +J $'\ ` q W v W o •r o •o W q l trn 9 --_ Jr <, W q t INTERIOR LANDSCAPE REQUIRED (I TREE/400 S.F.) 42 5" CALIPER 90 AREA PROVIDED 42 5" CALIPER N2001 E01 GOLLSTAION PARTNERSHIP L.P. GORZYCKI'S MEADOWLAND BLOCK 2 LOT 10 \4 v / / \o/ ED � W NOTE: REFER TO CIVIL SHEETS ` FOR TREE WELL DETAILSrim fi TREE � \ WELL � TRE WELL £�0 COLLEGE STATION I LLC �o \` ` NORTHPO I NT GR0551 NG \ \ SUBDIVISION 0 LOT 2 \ \ 4.191 ACRES �(✓ q \ \ \ a � \ TREE C/ WELL \ �.J ( \ q F \ NOTES: TREE � \, \ \ \ y '",q• q I. THE CONTRACTOR WILL PROVIDE 100% COVERAGE IN SOLID 50D BERMUDA GRA55 FOR ALL PARKING LOT ISLANDS SHALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CON5TRUGTION. 2. THE CONTRACTOR WILL PROVIDE AN IRRIGATION PLAN FOR THE 51TE FOR APPROVAL AND THE SYSTEM INSTALLED PRIOR TO APPLICATION FOR G.O. THE PLAN WILL PROVIDE DESCRIPTION OF MATERIALS AND TE5TIN6 PROCEDURES. 5. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER. A REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE OR A DOUBLE CHECK BACKFLOW DEVICE AND INSTALLED AND TESTED AS PER G I TY ORDINANCE 2594. ` q oa N oa 14f- e' I LAN�SCAFE FLAN 5GALE: P = 20'-0" GRAPHIC, SCALE O 20 10 40 FROFERTY INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDIVISION NORTH PARK SECTION 11 0.18 ACRES = LOT 4 O.I S ACRES = LOT 5 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: PDD g ACRES _ 1.855 A550CIATED BPP C ° q ®k . VOL 7619 P 141 W q � ZONED GC GENERAL COMMERCIAL LANDSCAPE SUMMARY q TOTAL LOT AREA 85,8x0.42 S.F. TOTAL L.5. AREA 16,452.55 S.F. FRONT YARD L.S. AREA 4,675.57 S.F. • OF LOT FRONT YARD L.S. 5.6-1% 5" CALIPER • OF LOT TOTAL L.S. 19.15% 5" CALIPER STREETSCAPING POINT CALCULATION TEXAS AVENUE SYMBOL SIZE NAME AND TYPE QTY. PT. VALUE PT. *6 STREET TREES ARE REQUIRED AND CIT HAVE BEEN PROVIDED. LIVE OAK 55 - 2 NON -CANOPY TRESS COUNT AS 1) MEADOWLAND STREET: (278'/50) X 500 PTS. = 1668 PTS. 5" GAL QUERCUS VIRGINIANA 05 150 750 (7 GANOi✓" TRE55 AND 6NON-CANOPY TRESS - 2NON-CANOPY TRESS COUNT AS 1) (CANOPY TREE) < o J WATERMELON GRAPE 150 1,350 (D,5" 1.25" GAL MYRTLE 04 40 160 150 600 LAGERSTROEMIA INDICA ow Q Z i- (NON -CANOPY TREE) O �� 5 GAL LIVE OAK QUERCUS VIRGINIANA DWARF BURFORD HOLLY SITE - 4 Q q 5 GAL ILEX GORNUTA "DWARF 66 10 660 150 600 BURFORD" U -)ti ---�1 Ll.lW SHRUB L 1.25" GAL MEADOWLAND STREET SYMBOL 51ZE NAME AND TYPE QTY. PT. VALUE PT. 4 CHINESE PI5TACHE LL fI' �I •U-�-ll W 40 760 5" GAL P15TACHIA CHINEN515 O7 150 1050 a ° (CANOPY TREE) 0) c O ~ HOLLY BURF WATERMELON GRAPE 10 1,630 0 (n 5 GAL 1.25" GAL MYRTLE 06 40 240 760 ® LA6ER5TROEMIA INDICA INDIAN HAWTHORN RAPHIOLEPI5 51TE - 69 (NON -CANOPY TREE) U) IRT W � _ INDICA DWARF BURFORD HOLLY 10 (0 CIO O L (_ 5 GAL ILEX CORNUTA 55 10 550 00 `'! "DWARF BURFORD" GRA55 TURF I SHRUB o ' 1 INDIAN HAWTHORN ® 5 GAL RAPHIOLEPI5 INDICA 10 10 100 `••"� y^ O 0 SHRUB o z �Wo,0c)W� TOTAL POINTS 5,510 STREETSCAPE POINT CALCULATIONS TEXAS AVENUE: BOTANIC, NAME (142'/50) X 500 PT5. = 852 PT5. QTY. (142'/25) = 6 CANOPY TREES POINT *6 STREET TREES ARE REQUIRED AND CIT HAVE BEEN PROVIDED. (5 CANOPY TRESS AND 4 NON -CANOPY 55 - 2 NON -CANOPY TRESS COUNT AS 1) MEADOWLAND STREET: (278'/50) X 500 PTS. = 1668 PTS. (278'/52) = Cl CANOPY TREES 5" GAL �9 STREET TREES ARE REQUIRED AND I O HAVE BEEN PROVIDED. (7 GANOi✓" TRE55 AND 6NON-CANOPY TRESS - 2NON-CANOPY TRESS COUNT AS 1) POINTS PER PROJECT AREA: L 85,a!a.42 SQUARE FEET OF SITE A A 65S�ic7.42 / 1000 = 65.89 ,^ 65.89 X 50 = 2,576.7 TOTAL POINTS REQUIRED: 2,577 X 2 = ;154.0 LArNDSGA.PE (SITE) POINTS LEGEND SIZE DESCRIPTION BOTANIC, NAME QTY. PT. POINT PROJECT DATE: 080811 VALUE a o' r a 5" GAL CHINESE PISTAGHE GIHI EN515 i w SITE - Q < o J 150 1,350 (D,5" GAL TEXAS RED OAK QUERCUS 5HUMARDI1 U) 04 150 600 W ow Q Z i- Mnz O �� 5 GAL LIVE OAK QUERCUS VIRGINIANA vJ SITE - 4 Q lS7 n \Q I 150 600 i/) U -)ti ---�1 Ll.lW L 1.25" GAL WATERMELON GRAPE MYRTLE LAGER5TROEMIA INDICA SITE - 19 _ z z rr LL fI' �I •U-�-ll W 40 760 0 5 GAL DWARF BURFORD ILEX CORNUT "DWARF RD° SITE - 163 L.0 0) c O ~ HOLLY BURF U) 10 1,630 0 (n 5 GAL DWARF YAUPON HOLLY ILEX GORNUT BUFORDI "NAN�" 76 10 760 ® 5 GAL INDIAN HAWTHORN RAPHIOLEPI5 51TE - 69 U) IRT W � _ INDICA 10 (0 CIO O L (_ ul W O 0 w 00 `'! GRA55 TURF I o ' 1 ,1' U MULCH `••"� y^ O 0 LL E o z �Wo,0c)W� LO ' E W Z E .. M Q TOTAL POINTS PROPOSED: 6,5g0 PROJECT SII ATUS: PRELIMINARY PROJECT MANAGER: DAYN E RANI DESIGN MANAGER: RCM PROJECT DATE: 080811 REVISION DATE: 061213 U i w < C'7 J O LO (*-- -� U) W ow Q Z i- Mnz O vJ h Q lS7 n \Q I C7 0 i/) U -)ti ---�1 Ll.lW L Z Q � N � ~co T o { {. _ z z rr LL fI' �I •U-�-ll W W � c � M 0 0 E c(ON� J N c� L.0 0) c O ~ 0 U) 0 (n W Z) wz z QF -L U) IRT W � _ TW W U) =WX O L (_ ul W O 0 w 00 `'! o U `••"� y^ O 0 LL E o z �Wo,0c)W� LO ' E W Z E .. M Q =� I` - 0- W IL DRAWING INDEX: COVER XE -1 EXTEROR ELEVATIONS XE -2 ROOF PLAN XE -3 DETAILS XE -4 DETAILS rl ol Irs-1 DN !I A LTJ I Val 93 1 A IN mJrpkyA I I P-T&i pffill 0 *'�Vtt I OR lkklq AL-qw-A IkLwmq a: Avg 0 1 _]H"AW " A M-ICROAGE COLLEGE STATION ZERO/SIX CONSULTING, LLC 3741 TRAILMOBILE HOUSTON, TEXAS 77013 W W W.Z6CO NSU LTI NG. COM 713-796-2007 OWNER AOPLAC LIMITED 1400 UNIVERSITY DRIVE EAST COLLEGE STATION, TEXAS 77842 LOT 2, BLOCK 1, WHEELER SUBDIVISION, RICHARD CARTER SURVEY, A-8, COLLEGE STATION, BRAZOS COUNTY, TEXAS 979-595-2789 ARCHITECT BILL COLTZER JR. AIA 8423 STEWART ROAD GALVESTON, TEXAS 77554 409-740-0900 DATE OF SUBMITTAL: OCTOBER 10, 2012 �A flaw#- • i yq 20 Zoe 1D a"1 -09C f 0 I ol1a ERI C070. NOTES ______ _________ ________ -- ------ ------ NI£I PRp1EC1lON BpPPIpiS SHALL BE CGXStAUCRD N11" HAY BALES 1 ME ONES AM GAMES ON 1X15 NAMED NO00 NO' RARITY 1. f1EVA➢DNS SHOWN CENTER An BASED ON Ott CF COLLEGESiA1ICN - "- 1.fP051gL CONTROL MEASURES SHDNN STALL BE CON40EAED ME OVER MINIMAL LEARN. IT 91µL BE THE AE6WICANtt OF NNE CTOR GR SILT FENCING INIEi LDLAiO IN PAYMENT $HµL BE PA02C1E0 Ngtl"OLE$ THIS IPIAN�IN%CARE CRPLIN�GXAPPR VAa"FCfl WpiPM410WNFN OFSFM. 60M (IMIILRR401RILTI ED NM'0 FARROW SIPEEf MIFI THE MUCH SIDE 7 ME IA NBfl1SHF0 j I /C 13]40 CGXWAGttIR N IMPLEMENT µL ACHM ER SEON CLN1P0. MEASURES 'Mlll $AND BAGS, flEPUCJNG ME HAY BI,1E5 OR SILT iENCIHG ONCE URUTY CAYMFNIS ME CONIRACECA I$ PE9"GN9BIE N OBLAIN 41LN FIEVATGX OF 339.63 fEEi /p 336y1 (DIMOND BERMS, DRAINAGE STRUCTURES, SWAYS. M%RONAL ME AMOUNT PLACE E IN PULE. UPSTREAM FROMUMAOL AREAS SHALL BE pppR0VN5 PPlm N MAGAVIONG 11VPx. fENCIXG SIG) NECEA4RT N BEEP INS OISIING IMPPOVfMfNES AND KEPT ZNro PIACE UNPI UPSIPFAM DRAINAGE APG$ ME FULLY 3, TEMP[gpgY 80CHMAW A BEING A Ni SQUARE LN THE TOP OF A Li OEMED, BIG) NTS NECEMOM DAMAGE LE 1 T ET WRING ALL PHA45 OF 2 ALL f1EVA�IGNS An TOP-OF-MRB OR MP-LE-PAYEMMT. UNLESS 0.EIYNING WALL. THE GOT WJAPE IS LDl MERGULATFLY 1] FEET OEMgtll%L ADD CONSIPUC➢ITN. 8. THE CQYTRAC10fl IS AESPDX9BlE FOR PFMDNXC SFOWLNi CIXi1Ptt OINFPMY NORO, i/P= 1fUZ;PAVFMENT, F/L=FLOW UXE, T/•MNP MA),M Sf OF NNE M. A ENDPAVEPUGMENT FOR TEXAS AVENUE AAND ME ND APPROLMAIELY 1 N 11 } /" -- -� 2 THE 91E WEPATLfl, qi HIS PfPflEYNTAIrvE EtTPBU4IFD BY A 1£ITFR DEANS AFTER THE 9E HAS BEEN ENDED AND/OR SOOOED, IND CF WALL, i/GeTDP CF GROUND pXD i/FNN [! NflB, FCMNFA OF NNE PROJECT 41 IPA<I iBLIND GELEVAIIQY = ]IfiMO0.MAST CF DATECARIXI, SHAD, MME A MSUµ INSPECTKKI OF ALL MTARLN CROWD COYFP "AS iPNEN ROOT, 1 ME CME MAIN SHALL By LETETHIS ALL ENCAVAIIGN ALPNRES fi THEKIND _ _ _ _ _ _ _ _ _ , L �,. _ - ---- CMW0.S AND NEWLY STABLING AREAS ON A DAILY BASIS ONES AND CRP➢ES SHOWN BY THIS PLAN WNPN SMOOTH piA01NG OF ]. IN MLRY BFHCHMAM B MOOS A CUT SW E ON ARE BACN JE CURD ME MAINTAINED AFTER A RAWFPIL 10 IN41RE 1NAi µIT LMVI APE 4 THE CMIRACHOR MNL TAPE µIT NECESSARY MEASURES i0 EN91PE ALL AREAS MµL BE ACCONPUSHED. THE FINISHED SIPFACE STALL BE M TNF OPINFBFES PAAYJNC POP NNE YYJPRE IS LOGIFII 33 56, MAINTAIXD MET PROPERLY NNLTMTNG. ANY D.A. Cg.%I THAT ALL DISTURBED AREAS APE STABWIIO. DESIGNATED AREAS STALL REA$%iPAY SMOJIN AND FRff fAgA IPPENLAAl11ES PPPROMNAIFLY 9D FEET SWTNXfSi OF ME PAVrI/ENI FM IEYl3 i3 j 9V1L BE RfPAIAEO PPIW lO 1Hf FNO d' NNE WMP DAY, BE BLOCK MOON, AND ALL CHILD A SC CISN"BFO DUE t0 MARC, EIEVAIION = ]]l8J Il SHANDE "CM EDING OR MULCHING OR PE-SCODING.A NECESSARY. WMSTRUCTION SHALL EE N111fl0.WlCH INIED MESF $LAVVEJ 4. ME IMPACTOR SHOT FIELD ADJUST THE '.PC.' LOCATION AND IRI I SMALL BE SODOEO M 3ECE0. FFARUEEO, NiD WAIFAro TO RNNNG OF SIAFAN DRAINAGE SWAI£S TO UPTAKE 0"AINAGE, AS 1. TEMPORARY GENCNMARK C LEND OUT SQUARE IN A CONNE E PC FM Z 1 EROSKKI LM1AIX MEASURES PHD SEDIMENT WAP%TUG OEM TERM 91µ1 ESTABUGH A SOLD GROUND OVER RIVIN ]0 DAYS M WMPLANOX, M REQUIRED. AN EELIWC VAULT qi TIE SOURT ME A THE OR MHEL TALE, BE INSTALLED IGN PRIM S ANY E SEDIIMEN W ORID OE TERM UI F ACRNtt CEASE FM MWE THAN 14 CAK. APPROAMAMY 13 fFET NOPMEAST CF THE PAIEMFNT FOR MFAOONAND 5. UPON UMPE£1MN OF ANAL GAME, ME CMTICHETM SMALL PROMOS STREET EXIMON = 31 � EAD RAroME SEDIMENT IEDDKINAEA--'NOB CPPANI.IMUL I' 1D MSN H19flwWLLH IS REAMED. O]NLRACTMS ➢TALL KEEP HUMID KLEIN AND EFP141Zffl FM ALL ECCUTON 0 ION ME LONTICK A STALL BE AESPMSIDLE FO0. ALL EPO9W p4D RFPINITHC UHRL A SEAL DE 019'03c CF BY STRUCK ON 9E M LOU. AWAY IF Al AF1FA NSfAl1ATM AND WOL UREA MOYS GAOWM. NyMEO SlADD IS ORTAMER HOT SULFATE TE fM HLL. il. ME CONTRACTOR STALL LANE SPECIAL CASE i0 n41RE T1A1 SURFACE T/P TBA9 PFCYE/Iry 1T 6 ALL HANDICAP PAPPJNG ARMS MAIL F.V A zx(I SO) MAY sWE N EX i/P=33039' / 4. WPoNG LONSIAUCTWV. CONIRACNA STALL MAINTAIN BEST NAMAGEMENL MANAGE IS NOT IMPEND BY CMSIAOMEN MAR µL DIRELPMS ACCESSIBLE AWRG OPAL. NAVE A GS 0.A) ANY pgpCIIOE (BLN). SINNfNi fEN(E, N. BATE BA9RTEA5, M OMFA RANDOM HONING ROPE AND A 1x (I: CO) MAMMON MOSS SLOPE 9DII TRAPEWG CENGES SHALL CWIROL ALL 6TMM WAER LWAUG 13' ME L9NIRACttM 41NL BE RESPONSIBLE FOR ME MANIENANCE AND HAXDICPP PCLAIM D iACIU1. 91µL BE LbN510.UCEO IN T / FASNAM1s' ME 1/C 3190 1/CH3 B50 �T/PJ3905 ME SE. PERIM, P OF LL INGULLRM p EM80MMES CORNEA THE MEASCOMURES AND CgVFMMAHCE MM ME UESi iA5 STANDARDS, N3APANrr T/P 3385 T(_11,pW 1/P=33935 PEPIW THIS 91AL INCIUOF ONY FAOSICN CMMIX MFASUPES AND 1 G. ME CMIAACTM 41AL BE AESPDX9BIf FM fSTABUSHING @IPOPARY REMAGEG NECESSARY i0 ANAK ME LINES OR GRADES BUT FORM Z ME CONIAALTM ➢TALL COMPLY WM ME EPA SIMMA WAER cISCXAACE FROSIM CANCHN MFA UHS AS TUBULAR FOR DEFERENT PH Ah3 C6 BY MEN PLANS PROGRAM AND IS REALUMBLE FM PARARAPM MIT MEMO M ANY \ ry� CIXTSIRULRM. EROSION NNIROL NU9URf5 P10WN MAY NEED D BE ACQUIRED FORMS. A NOBLE GF INTENT STALL BE AND VAM LEG PPoM I T/p-3306L TIC=33B 9 /L=33899 Ey,G-33P31 L, ppEWAE pPPMAI£ SHALL GE MPMTAINE➢ AT ALL 111R5 WPPIG 1p BEGINNING CONSTRUCTION. LL 1 1/ =33015 �J T/p=33B g L -}30Ay ADJUSTED i0 HANDLE INCREASED M CONCENTRATED RPAS LPGiro BY CONSTRUCTION, AND ANY REMAIN BITCX M SROCNRE DEMAND 1 ` I �C }ZB 6J _' I VAAIOM STAGES OF THE CMSRMCRW, DURING CONSRULTM SHALL BE RESTORED TO ME SATSEAMON CE L TIE CONTRACTOR SAL PROVIDE AND MAI A SWUNG ` Y/P 3B l L=33B9B ME MING AIMMNT, ALL N COMMATAL MM ME 'NATOµ NXSIRUCTW EIMANCE FOR ALL CM51AUL1NIN TRAFFIC. 4 1 E, fp=}3R10 I 6 M C OMEN TM 5 OF WO AN A NONE A MOTH Cf INTENT PRIM MCCUTANTS %SONARN ¢APNI SYSTEM' MPAS) "ENIRNEHM E I L J p TO M MENCE M Of PROJECT AND A GA A AR TEAM 1BUY IF ME g, CMIPpCiOR CALL FIELD NRIfY µIT fIEVATMS AND GRADES lNMfMrv(hVE I COOP TRUCT MOP PflWELA TO M A NCOMMUACHUM NAN M ME PC CONIAACTAT 6 PEVENSELE TO MNNTAN A STAEUZED CMSTRULTW \J C%151AULTM GIIE NO Np, IND ERNM CORM%. PLAN, N90LE 14 IL\\\ j ( j FROM ME CUBIC, TIGHT X-RAY. SHALL BE POSED AT ME AE. ENMANCE/E351 DA ALL CMSIRUCTM 1RAii1C. r/L3303 Y� 13)6=T T/P=EERY➢ 11 I. PHASE TMO MMMN ENTRAP WASLPES STALL BEMIFEREMED 15 M090N gT"W0. OENCES SPEAR ON Td5 PLAN STALL BE INSTALLED \ i IMMEDIATELY NHEIR IATELY AFTER BE ASICI AT❑ PRO\E IMANLS. PER ME LATEST B/CG UXIND SNPPP pETPttS no SPEGINCATONS. Y E 1/L 31T9 /L-300555 PIN-3Y010 IX. CURB NI£I I /P-SLIT 93 \ /P- U. ABbz' CIA OF011T-]1109 1B'M1pJUL " LL _ I I E R 6 (3_.' STOP 'T,Gild _� E/ TI EAIS)NC CM'TOV2 ]lP. ]p' C ]61]ASS DI PM m IF .II 1 /� SIMM sfww (GAtTII NDDu CPEU ax ^ F 1 11 I I PPOMED GONIOW. IW. I Q I3 ( T m I L cONTNI PFR ixwi �q A pOM6Tc a pR &TRICE WAY I� I_Q E T EI A c m DO 6 m - w ONES, ROPER 1/O�CYOD F L AME 1EDULVEM UNDER CdIRNFVS RIM-0ATCH CRACKER PAVIDEIR 1 SfCPoI SEAR L-p Foxn M1FµL -- O I 5 CURB INIFf AI' I DAMAGED) , T it cULwP aODMPf a o mmcem Ene 1rs roTu MR nuw uI1Ls I Be c n LIAv aI PCP TIC }�6d5 l\ '1 AI O %X.YEm Wsfovf s 0.✓Ji zC Po E IN' f w3ox colt PVC 41 A' I IvaI 1e' a aM=]za6o SF X S I E Ei ; ZLatTaEFea ro sxeElcS nr<�wn* o\nJ moz \ I t 1p 11 F. Ix=W"MBEA 'N'C eox NP OUPB �� li I - j 'E ] � _��" � f •� �'� I it I'... - N ' I \ I e l p" / Y 18'.6M wM1x 5DF WC NI \.� V (� a i - 4 l � A'., '' 1 SIMN SEWER SLOPE 0 p5x 1 JI 1 N 8AI\ �v ROEU � i�� s`<- 's(• .�� y ,�.- '. 2a00SF T I{- 1 W if 'Z I cmpx SFMM J TRITON BJ% 1 x II \/ I _ _syT '. '' PRpF43SED kIQTEL ' �� ,r I L RM-sszAB 1 " E Fy�y-As ss -ss - ss 5 `^"IY. 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' `19' I Go TIT �' I l I 1 C 8 / E 1 LB AT1M o-wx soR Pvc 1 vi T L ..._..FSIMN SEMFA SLOPE O OSx _ - I A SEWER AWE O O Sx 1 _\\ III \ j 1e• ASIM wawa sM P40 E slMu \ ..._._..... _..._...... _............._......-_.__..... :::=:._ ................_ _ .._..._ ..._. _ .. _._.. - 1 ._..._...._. _ _I I 'Corm N1a Az IP / 29' AS1M o JO% SON M SNqu �. zA'AN 313 s' - -- yy$ 1 Y \ . c ' IYA T 9.OPE o OWx STOP m BACIINu I ® I6' eTYGo W - " 1 Ar duOrno mx UNITED MAD AREAS, T19. I _ 3P our 316GO / MM=ss6ss' __ _w'vvaxc um/n c�ss:vcNF ` _ zA'ur�zoso _- _ - - wrzreosmT- '- IDOUT- BO zA-our-3z6w FfM M. To FURL FM PM `FM==DNA-- FIYI_FM FURL FIR- Po1- FM �N^\ FM --FM-- FM 1- FM- FM- FM- M.- FM M FM F. FIE LFM' __ 1 _ _____ zo'cecerxreAE FAs>HnA, - _ ___ T T -.-- lib - - 1 f ��s 1 I _ ICI-. E AA,; 0 1,4 /i 1RQ'EA1 TIME HY(MANr jJ N !Mr wNWNs) I I 01� SHEET LEGEND � �ry C3.1 � C3.2 I SHEET 1 OF 3 -{ry-ryF- MA FF TENCE X sF x SIT FFNLF IP NLET PgmfLTGN STABPIGG CONsmutTON ENmANCE PROPERTY INFORMATION: 1.41 ACRE TRACT, LODGECO SUBDMSION LO NORTH PARK SECTION II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 TOTAL 1.97 ACRES ZONED: POD 300 SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS 77845 OWNER/DEVELOPER: VASU DEMLA - LLC. 3525 SANDY TRAIL LANE PLANO, TEXAS 75023 HOME2 SUITES BY HILTON GRADING & EROSION CONTROL OVERALL PLAT SHEET 81 OF 3 rIONES&CARTER ENGINEERS PLANNERS SURVEYOR Teaoa�rMafA'f IP S RR'. Y.CJ9 lifsemmrert rres exv N IT3T BI+1 SCALP Al NaTM OGn BY. - DATE AS NOTED DMN BY JOB NO. C0120 001 OAK, No. SUBMITTED 91"V BY THIS MOMMAT Is MNHAGEO ITO THE MA POGEOE: REVIEW #3 2013-05-05 UNOENTHEAUT MARTYOE STEVE E OUNCAN P E G]352 SHEET TGNCATTODBUSEUE0" COC3 NSTRUCi ON 61DMNG'M PEBMAi NGEURPOSES. LIE- 1 1 i/C-''3 , 21 i/C 328 22 I E% i/C 326 BO 1 I I I 1 T/P=32],zl T/P 32n2-1r Fro o-]Olt SM nC EX T P 3264z q E% i/C 32] 94 CUL`rtR! uxpEx 9DEN'N% / ,I EX T/P 32744 xorc o oax i/P 32] }5' L 1 �� N/C ' T LT : RE R TO SHEET C3.0 FOR GRALhING CON�71NU1{ ION j T/c 32J.6a 32922E% . _ r ',* T/P 32J.14 l--a - -T.--7�7 a2z FL.32s61^ 1_-- J/P32690 '/ T/P- 8W - T =3DJD' / = i/P 32zOB' r 1�T/P-3265Jv�u �P 32663' T%P=32603 LPL-32fiJ2 3W 3��/P 360 S ••- -� E _ T/C-32J70 _ _ 20' G-327.58 r i P 82]28 _ P=328.58 i W=331.85 ! n �" 1 OUTDDOE ���-�'�3 \ SHEET FT3iAGE o LEGEND .y J 3W ] t n b� /C 3z] sz r 32].4z P y �� .1^ 1 gym.'' ° T/P 32J02 Tom. �^ - W W a 4W 4W 4WTKi 3" METFR -" a vnuLT 3W 3W --pC_ iN 3W ,,,.t z Nr J 1 .. 1y C3 2 i^ - o i/P='2853' n �AGEB N L2A i0fl AEFRtlS Y A P h y FU4P'10, Ri#TSikci p1 ~: ✓ -r✓ y a ", ^.,. C3. 5 ;S%W=33�.8 \ i/P-32884 3fl1ElAAOL �ea^; .i/C 32]84 I T/C=321.6a "� I '`n > '1 T/P=32a54 T/P 3z]34 ' T/P-3z].14 ""-''- SHEET 2 OF 3 r I � 1 i � .s � � � a .,'n. rT --.� � r TA{JPE)�&pfiP"i� � '� P RSA � ✓T Np=33 07' 1 T/C=328.78 TyIT/P-62 P=3 aT 8.2e ffi I Cr iEi%AT ..6� _ L S� -1 S �frS SS - SS - SS - SS L SS SS 'S T- E 13HE➢E9'7?$. 32i'93+ ,. 1 i`C N 111 j 1T/P=328 O' s � 1 \ dLzi I I � zaXsRmswax ainn ac -r,; �s¢iDaAL1ttrAReb n �„ a r r32A IP P 3- 2�P 388 P _ � TfP 32 T/P=328o8vv + +` - T/P 328,9s PROPERTY INFORMATION: i TI c ) nroaw>R ' \ x Us 2% MAX ALL 1 2% MAX ALL P u u3g / / TJp 328,99 �T/P 32824 DIRECTIONS I DIRECTIONS 1.41 ACRE TRACT, LODGECO SUBDIVISION LO' N / - T/P=328� i/P-32808 NORTH PARK SECTION II I s1 101 A T/C 32888' T/P 32865 T/� 328.65'- 018 ACRES = LOT 4 1 5 i P.328.38 0.18 ACRES =LOT 3 j L C=331.J] T/C=311.ee, aC -3--'� ',\ T/C-32834; 0.20 ACRES =LOT 2 E% P=3}L33 T/P=330.38 i/C 331.2J T/P-32824 29 MAX ALL T/C 32823 1 t/P-330]J N 1X•.aSTN 0.ZAUF SUfl P2 DIRECTIONS T/P 327 J3 I i/P 328. TOTAL 1.97 ACRES �c� SICPM SIDEfl SLURS 0 OR END TAPER 20NED: PDD P=331.35' ..aw T/C=3pt86' TiX w ...... ...............s.... _........... 300 SOUTH TEXAS AVENUE V T/Pj3283fi'/ ^^^LLL................................................. .... STATION, TEXAS 77845 / COLLEGE STA ONE T/c=328.]9 = = T c=3z8m' I OWNER/DEVELOPER: J {/=331.9fi aC /•' i/P=328.29 =2a• ASM U-YAH SflE wC sm91 =331.96 T/C=33224 SEUW AOF¢ 0 OWF Y/P-�D.By VASS DEMLA - LLC. SIAICNPOL &CgILL r T/P=331>4' o'sTwu SfWER UxpFA AMER ARFlS, re. ; 3525 SANDY TRAIL LANE APo \. PLANO, TEXAS 75023 T C=33201') aC �" / Ltx'TtvMS RRRV \ P-33151' / 2X-S e.-321ff i/ HOME2 SUITES 1 T/C=33228, BY HILTON i/G 320.98, T/C=32011' C-331-92' i/�331.50 \ T/P 32S48 �P=33L42' =331.00 - - - - - - - - - - - - - - -- - --I�=3-a'fi' GRADING & EROSION _ a \ ------------ � I SHEER02 OFA -- 3 B - -_ T-uF M /FA! FM I FM - FM \ FM----F-Ib--_�N__-- FM FM - FM FM - FMB FM FM - r \ ----- 1 JONES&CARTER v J \ I EX,, XE ERS LANNERS R,f SURV¢Y39 Tem.rG i U.- II S R 6 F. FJ3➢ -----___----'-----_- �� ,P ,m�...P 1 1T��moo X 1 I _ �Y, T/P 33100 i%F 3i9io SCALE. •AS NOTED., Ucx 9Y _ Ex i 'I=331 BJ _, - _ - \ / y- DATE. As rvoTEo own eY: 1 iP ` '- - I v doa No cmzD aa1 owc. xa -- 8 i EX. T =33131 _ SUDMITrED - suxv. XY - i a _ G --- Cl 4 -- --�-_ _.�� s / r _ ------ _ -- -- -- -_ TNISOOCUMEMSHEOF, FOfl THE PUPPO5E 0F: v REVIEW #3 LEASED 2013-05-05 EX, NG=3320D' UNDER THE AUTHORITY OF STEVE E. W.A. PE. PA. SHOT RIRDOTTO PE VSPD n $ i CMIOX BUONfl C3 PERMIT ! � EflM11T NO PURPOSES EEX T/C-323,85 Or) � II X 1EX ., Iz' RiX o-SP%ECP RC n• SIDE: NOR FXJ(L=3242 Ni o-]6 cN4 tll RtP r' (n Ex T/G=326-9A aLVERI uwER voEwNl( RErw 10 cao H E SUES. - / 9RNu SEMEP 615YE1[D) p E% i/P=32642 E% T/C-32682 SLOPE s B.`AS Ex T/C=324.7 = -.I _ 51AaE o oS% E% T/P=326.31 EX T/P=324 33 R/C=324 96; -3 �` C �/ �` Iz' •'mml axsx dlurlmx ear 35 v i/P=326 49 i P=326.38' % LT/P=324A6 T P=32 831I /X J I b N>, q FIBBING NRB !/P-326' 4r T/P 326.28 'T/P 32996 T/P 323)6 T/C 323.54 aof l'b3t1'a5 7/P Y1O Bp i/P J26.42 T/P 32620 _- '�I i/P 32304' (n EX. T/P�326. w'qn-Sw.eS T/P 32493 \ i32. - EM.' =--- FL 325.08 '- IB F 6]5 i C=325.45, i/C=3C-32 Q{�iI !I 1 J _ _ _ _ — _£L.325.]t — \ L I i/C 32493 L 4A T/P 3z443 -_ J/P 36 LEGEND /�41 RIM-�24.fi2 �P=32495 i/P=32450 — r SHEET I I - �B �T/A=3z419' ' u) C3.O S9AE0'4So% T/P 3a6 ke f «yzz• srogu srxER eox 6 _9-/P; 324. I 1 (�G F. � I � ( oErzxTax PBxB RlrtruL , " T/flM72 � 'EgcT9AxRSN4W4K T/coPIN6-az681 � �I y RUTH To MOW �Es C3 1 � � A � h- � K�I q I �, II RErtx ro Ir¢T e, SxEs W S = A' 4/7 le xml o-3B5, sox we sore SrxER swPE 0 osx - ('� raft womwuL auwxc oETx�s 1 SHEET 3 OF � M 1� 7?OFILEY?•r4wooku,�nEws r I A \ 3 N;Er fib$ " PR I I I r((c=3za p5 1 .fie r/p 3z39T1 ! XI r/c=32rz1' 2,000 SF- (/P=32355 V tl (n - TP=32OJI' POOL rLN OHI�HP R R /i .329 0,21 1/P 2 84 i I I v i u � r r I saxu Exm urnB�X I __.I r-C_32 Ex. i/P 3za s4' � + _ - h-� T ]=321.18 -^a• Sz --' C 32336J Ex. T/P r/P 3y1b✓6 z4 wralx]a I'^ (n 3 'I kltlh �Yv 21'(4NlE CRVt61X Y31 IL_ T `a III �r �� _._ ✓ 6 �' A 6J2 P- v. T 6 32 i' 2894 T/P 32672 s. i T/P 3za 84 E)>AMW FA4CE nE R4OtA n I T/P 24 t5 / / 32 I II w/r3 99_I v) ? P 8]' L) P 3z3 as z. „/51(1 O-Sp}j yj$ 1 EHAYBAtE EENCE I I T I a. cJ �wRe srwfA aaveass r'-3w.P97 I� \� - ' � ro E ' xr EMTE wLn f II Il': I X $F X s Lr PENCE I r axquw\2flouFErorX37 I II II V>, xEEr PRmECXON ,YEP T/P 328R4' 24' Nx E PUS I i 32249' L IP TfP `32¢,3R. _ 111 I, fle m� � T/P 32J 74 T/P 52�29 MIk3z6.W �P=32346' I 39199 T/�=3218>' T/P=321.63 O srnREZEn corv6TROcrICN ENTRnxas Cl T/P327.24' TPi326.25 IO•SN Nwzbnd ifP32415 _._ \\ Y �TiP-3.�0 k T P 3233' l swa _ r. ., TP 32672 .J�rat326.18 le'0. Wt-320 z1 T/P 3z9 O2' i P=32695 IP /P 32660 Z •..-- J �` `T UNDERGROUND . ..92LO5_ -/ "' ' "" iLr es,ta'- '`.: RIM 32500 II II � 7 C-il?z37 PROPERTY INFORMATION: / ' \ T/P-326SC > �� � DETENTION SYS'CEM \ \ T/C= 23.51'\ �2\ 8I , T/P_32895, • D � r 1-3261] PETER ro cm FOR T/P�23C1 (( 2R MAX ALL _,_ ,- ® / - cY v /rye-J - DF.TA➢.5 -..� ( \\ \ \� �. � 1.41 ACRE TRACT LOOGECO SUBDIVISION LOT 2 _1kK—7W-32883 > \ � \�P-32249' X \ / 3 ` -- / T T i\-3256]' -- I� Y/P=3321 24.JJ' i C 24.84\ I I NORTH PARK SECTION II DIRECTIONS T x Y T P=32820/ � 0.18 ACRES LOT 4 26 3 --'� T/P=324.34' \\ 0.18 ACRES =LOT 3 T)R-32865 T/P 32865 1 327A8 T/P 3264 \ III W .. ___' _ _ -___ _ J = S n v-,�" `\ T/c 3z5 zo 0.20 ACRES = LOT 2 // ===y 6 ) /P 3z73s \ ff i/P 3285(i TIME 32SSW ( i T/P 32620 ip L� TOTAL L97 ACRES J2P3 -- t/P 32858____ _ _ _ _ _ _ ___ - __==iO96.:'v sroNu s2Xw 3=ax 0 OSFv.66e__== '� _. rdJpy 11 1 \ N �.�{ ZONED RED 32823 i0 Atlu o-wN sw vw \I \I TAPER \\ I 300 SOUTH TEXAS AVENUE --- .................. >Y \ II 1 \ COLLEGE STATION, TEXAS 77845 --- 9 --- - - - - - 1 T c=3za6]' ER T/ OWNER/DEVELOP g ` ; T/C=3D8b O'c RMnu zz�r I 1n A VASUDEMLA LLC. 3 881. \ ' T . T/P=32� 6 pp T/C=32638 MM=6P663 W'" \ \ 3525 SANDY TRAIL LANE T / 32853' ENp t i/P 32633 z1' M-JISa9 - Z; \ \ PLANO, TEXAS 75023 PER �g 328.i j' 24 .WSM ION , E1 a V 1\ �.. %� ' X 30• BU!=Sib W' j - \ \ \T/P=32J93 �1 IF I HOME2 SUITES \ BY HILTON T/C-327.86; " 11132,7 I T/P 32721 I \ \ 1 \ zeae �T/C-32E111', T/- ' T/O=32864: ) -1 T/ram .0 A GRADING & EROSION y _ CONTROL PLAN �4>61 JO'Un(/TY EISEMENT (PRMO4DJ pTAPER � I y \ v SHEET 3 OF 3 (� T/P=327 C' \ \ 346' �n I�AAA r,/, r��,// J \ a \\ Ex. TjP 3izss' JONES &CA RTEEYO o EM FIU7 T FM FM -- FIVf FIV: - M FM _ FM M — (VI FIVI FM \� Jr EN,IN EERS PLANNERS -SURVEYORS IVI IVI _ I UJ I - 1L 2eSEronrII Ol-.➢ I ^az xw. anawz ls>B)r3r scow A V - // 32805 AL d \ ` /C=32884 T/C=328.66 T/C-328.95' y P 32855 �P 326-95 AS NOUD A) A i T� /P=}2834 = _ ? R i 870' _ - i/P 32618 -i/P 328 5- - _ - - - _ _ - 1 0 DAM c As Norbo o� r ------ ._ ' \$ _ _ c ,7 l P 32756 \ __ _ _ - �1 �_ -/ �- \ / X�, JOB NO, cm2a om owc No. e TV ��-- 3 - =c E-r —.. / V 1 T/P vim su6MIMEo: -- 6URV. 6Y: ] — — .... _ �\ _ r/P THIS POP THE NTIS P N.I.EEASE $ P-SZI88 T ,,. ., , ..:,.. ., . . B i e REVIEW #3 xvnxc FIRE T/P 3zaoA'� A A r rorsavrp 2073-05-05 3 \ \ r BY Y Or On1ER5f SIEVE EUNDER TBxNCPNHE xF689R54. 7 . \ SHEET NO. 3 r S.To6E.E.DP \ CONSTRIICTBN 9XU.G ON C3.2 S\ 1 PERMRr..PYFlVB3E3. I � - -'6 w 6 W�= i P=321',56, _ =328.02' P=32B4]' \ F=328.92— — — — — — — U _ GRADING DETAIL: INSET A i/C=323 34' S -r P=32284 SxG TIP=322] i i T (1222' fP=b2225 ¢0 3M 'moo TIP 32200 ' I c GRADING DETAIL: INSET C GRADING DETAIL: INSET B NI' C-]6 CI159 16 PLP SIgiN SEWER ICJSPLIED) YAfN SIRUCNPA &CKFILL SLOPE 0 B.5% 42' FORM �R .NND11m Bm TEXAS AVENUE IX 4%6 BP COLOR RN = BUNCH MOVING CURB �1 .W' N=JU.99 s 30' OUhH497 k —CHVIE UbYYIllllL/T/ pceE 15' STOIC awFP dLKIC110N BO% RISER ttl C3.R NP IIRNLS I 5 _ Jam. T b IX ORB 1110 - I i a Mp . 3»-Yd RI GGN SS G-DP— t1-NP ss—Si - q MC GS.- 55 Sp, a � � SS _. d8Y. 12'. l FL OW-31J.W 91x. y lNEj 1 3Z6 ��A. J16[� ]! IX X E FL W=31).60 EX B' SAN/lAFYYN£F [MY Cl 1£ IV 3D' FL IN (RCP --.56 _ . - - C l 1 j ... 5 �L'Y fsOE O PRCVFFJY 1 � - ¢' 30' GI6 CM III RCP �Il � 'f �- W�NA LOT 1 91Aci(I N STORM SERER (615%ERO) I.,.11f GHBP£R m LOORECO SUBDIVISION SNPEOO.SF I1 20' UOCOY EASEMENT 1 Cltt OF Wl1EGE 4ATION 31 1 rv�i 2- VOL 1996 PC J31BE i Barest _ __ E ,.___ __ ERSHIP LP. zarvED CL ass _ SPECIAL /:'AIUID, OF APPLOEcs RE5rnWANrs t 6 1 m 0` COLLEGE STAn01� 10L 761 PG 141 IE,YAS LTC. ,iUNCIgN BOX N10 OLIIFPL SiRI1CnJPf 1 Ek4TANG FCNL'£ IWN 10 OPRAC PEFFA N C3.5 FOP OEiN15 �. EX 9N ANCHOR PIXE 9E FECOCAI£O �' i ZONED GO LL I HAMPTON INN 326o 326 � of o o 324w `I' 9$ 324 322 322 20 IU RA, UROUND — 320 PROPOSED SIDEWALK 38 318 31 316 314 ------------------- e"'1 314 312 G- 312 q N VERIFY COG PON ANp OE7` H 310 F 310 308 308 0+00 0+50 1+00 COMMUTED 1. CONDUCTED 10 NO wMY LOCAnm R' EMVIG WOODS 2 WE SURVEYOR HAS HOT BEEN MMMEO MM OYISIWCIim PLANS SHOWNG WE WOODEN BE UNDOMOUND UIUMM NOTES MAY OF WIRE ARE NOT SHORN KRONE 3. MORACTED i0 NRIEY THOR WRIF SIM NUT FRUCNRE ELOW:MES PRIM TO MINIU C NANNLYE 4. Al WE END CF ALL OBSTRUCTOR XCMTY, THE CORPOILR STALL HER ERT THE PROPERTY BURN THE MDT RimT-Lf-NAY FOAL TO m MOLTER THAN USTI SHE COMMONS NO TO OMSmICM. 5 SOND IRMI CApNG, .0 OWING FOR MKINICNm "MIN FROM MI WI BE N ACIXRD.M WIN THE U16i EOIWm OF TIE HOW WNUAL m MMI TRARC CmIPCI omm AND OTHER MHUMM SLATE STMDAADS & 1MFFIC CURVE POI Is REBORED PER TNUTW PPoW TO $HART RE WNSTNCTm BOOK IN THE ED 2W8 WI LAME CLOSURE, IF REWIRED, STALL ONLY BE WOMEN THE HOURS m I. W MI MR.. N. FLAI ME BE REWIRFA 2. THE WNTORM 41NL IX MORE TUT WENME OIFMHEIO mEI .0 IXRCARMND ORI TEIIDHmC Em ONES MTiN THE PROJECT MR. WE CENTRACO AND His PEEPORML WI EXERCE E ONE AROUND) WISH ENDS TO PDAMAE£ TO IDES AND UMTY 10 THE PERSONNEL AVY DAMAGE VOLE M FORMED AT THE CMTMCTORS EmEPW R ME CONTRACTOR WILL KOH ALL wlltt N&MIN MTI WORDS IN ME PMECT LOCMUDD Nm IFS$ RUN a HIM NUM W WNSIRUITm IGNORES N THE PESPECTRE WIN ME/S ADEQUATE MOMENT FOR PROTECTING ERMMG FACUMES %Wl BE EMRODER 9. ALL WSTAG MOtt ONES DINMiD BY THE CONTRACTOR STALL m REPNAED AT WE CmWACHM EWQIY la ALL UNDERGROUND VRH ONES SZES AND MATEPoN WE5 sHOAN ON WE TOMS ME FOR RE PII@Off CP MACH THE CONDMACTOR AWME DUi TOM EMT. NEITHER THE ONREII NOR THE mPMER WMMTES TIE ACCURACY WIDTH. ALW, THE LOCATIONS CL SOME MSTNG NULTY CUES ARE NOT KNOW NU WE COMPACTOR mu t " THE LCMIm 99. AND MATERW TYPE UP ALL UNCMMMND wunES WRING CmsTRUCR IC, TIE MAL MORDENT OR WE PROPOSED MUN ONES ME ,OUT 10 MWNGTm POUND WE EsiASU1 ENi OF EXLSTNN UTUTY LOCATIONS M. STORM SMILE Or MCP) T -IN SHALL BE M ACCORDNN£ NOR C Ci COLLEGE STATIONS STM0M0 MI & FOOMCARMS ENERGY 0159RI PUD. BE INSIALIED As IENIFATD.. 12, sTMDMO slNA1 %NM MMHOIF TR (CC") SHALL NOT IX HA (51 NOIRES MOVE MIRRAL BROUND. 13. MENCH BACRELL WUL. BE PURSED IN 12' RGI AND CCMPACTR DFN91Y SHALL BE EWK TO P RCBDUWNC AREA SOL NENmWW @NRET SMALL BE MULLED INTHE WENCH MEA AS PER iNOT SCHOMB S UEPR MM ITEM NO DIM 14. PAVEMENT MENACE SMELL BE KEPT CLEAR 9 MUD, MI ETC EMON WNWgS mNL BE NsiNLED m RECUM.. IS ALL ROOK SMALL BLUELY MTH OW W CNIE2 SIAnm STMDMDS 8/Cs OWED C£4m VANDI AND MDT STMDMOS 16. CUPORT MP, WILT BORROW AT TOOT SUMS MNNhNMCE (989) 7R-M54. H HORS MOON T1 FMTN6 COSTRU"m NE ALL NsTptll sENER TO BE coNSTPucIEO BY MEANS OF Wm CUT uxLEss REMOVED By EXPR&EII m ONMICF. 2 >ll PRIVATE VORM %MR INsiNIEO ON THIS PROJECT 70 BE MR C-A CU95 III RCP S SENFR PIPE AW MOM C-14M PERFORM CORCRER BOXES DESImED Pm If SS MM Y EF WY 3. ALL PRIVATE FORM SEVER TO BE INSHREp %R RE UTEST B/C5 NEINNICK SRCRCAMONs MO CONE UCMN MOOS WE CONTRACTOR SOL NOTFI WE MEMBER W MY MSCREPMRES CR WNNCis MNN REM PAWS MD WE UTCF B/LS TECHNICAL SMECNMFONS AND CONSTRUCTION MIL& 4. MY PmTOR UP PRIVATE STORM gM MVNFW UNDER INCOME) CW EISIIND PAVEMENT SHALL HAW SRUCIUNN BACKED. PER THE UIEST B/CS TECHNICAL SMECMCPNM AND Cms1RUCnm OHMS ANY PoRTm OF PROMA SICPM KBER INFULLED IN Nm-PAVENmT AREAS MAY HAVE Nm-SIBUCNRAI BMF3NL PER THE "EST B/R TECHNICAL &ECNICAROS MD CONVO) M DEINLS 5 TE UNITS OF PAHMgT NO CURB REPAIR SHORN ME AMROMMATE COUNCR N WALL PRIM AWY PAWMWT MD/M ORB DAMAGED DORM THE WEN -WTI CONSTRUCTION W BIWM SERER RIM MUM INOR T. STORM FOUR BACRI UL MO PAVEMOR RPAR DML BE PER OZER DETNLS VIM ME Si4-@. WE CUMUL OR SN C, CM MATE THIS RUM NW WE PRWNTY mMRs NO TO CmMMCNURF MO SHOUT HATE THis MEA OPEN FOR CORE AT WE END OF UCH DAY. I, STORM CHAMBERS N BE AOS ITURNAM, S0.]AO ON AMNOVfD EQUIVALENT AND MUST BE INSTILMO PER MANUFACTURERS SPfdNGgONi 2 TOLL MATERIAL FOR 6' INIV THEYANM ABOVE CHAMBERS. GRANULAR MELT-INAOED SNIL/AANSGAJE MINNRES, 45% FINES ggypB gghD mp PLANS GPPNUUA MLL GPPDED SOR 0.CC#(ATE ]. TILL MATERIAL fRgA IB'EIEVABON TO GRADE ABOK CHAMBERS. PDT MI%NRES, <W% FINES, COMPACT IN 6' GEORCNNIGL FR'GINELA'S PAVEMENT SUBGRADf REWMEMfN15. UER i0 95S SIONWN PROCTOR REASON. MWNOIE OCCE55 PfMM _ 1. NOH-WOVEN GEOIIXBIE FAB.91C 6NALL BE AA9110 MJBp gA55 2 WMIIT TRANM NEW1NN10 FREE UNTANC£ M1J .K' ' 5 • - bAYEMENT THICKNESS (REM PLANS) WAIfR TRIP OF STOW ONE 0, LOU ETI NFMBpI MAY MILB SIEZ D£VAIpN —NIGH FLON WASS HEIR 10'. MN 6- MM 6- 41N IOJ MN`INFINTAS NJq(/GF ___—___-- -- DEVIThkt JNOF NALUM [NTOEXtt 6PLLAVY 0MIN 34- CAREER W EN4REI 31' GMI&Iq WREI (NO SLOPE) (QU SOPN T pttNlxc RG p.W SF JO' RCP, REfEfl 10 CDRFII W. J19ON CPApNC PUN TOR MTNlS I' MIN � PN6gMRO VXOFPp1RX PENS i FERFdNIfO UN�FpP.WI FfR WNNFOCNAfR $PECBIGTA)N$ MU)FACN SFEGRIG •�. (OFER FLLV: 31AW FL OUT=375.00 - E- CIFAN, SDRMTECH 5C-70 CH4NBFq 'UIPA $TONE PEA Dq pppgOypR fWrypl£M TORN RDNiGiCfO ]0 Mll R'L MfMBR4VE UND" WRN 0 01. 'S SP[pEIGPONS EpN-WPR! GEOR%RLE UNOERMl1ENT AND OVERUWEMT, SUBGPP➢E mll$ COMPACT PFR OPEN EOP WITH HICH iLOW BHA$$ Gf01ECNNMN, RFPo19kNDAtNIN] ' LOT I DOI I LOOGECO SUBDIVISION TONG CL APPLEBECS FESTAL PANTS TEXAS LLC 0 FM — FAI ICH PR IP`UNE_j POOL EOI CGLLSTA PARINERSIIIP. L.P. ZONE' NO HAMPTON INN PFMDWO'LAVE EK <M'AWAY WE MEMO 36" SQ. CAST IRON GRATE VULCAN MODEL NO. V5536 OR APPROVED EQUAL CAST -IN STEEL FRAME W Q EXTENSION 0) h PRECAST W 6 CONCRETE `> PROPERTY INFORMATION: j 3s BASIN SECTION 1.41 ACRE TRACT, LOOGECO SUBDIVISION LOT 2 NORTH PARK SECTIONTION11II 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.2020 ACRES =LOT 2 PARTIAL SECTION TOTAL 1.97 ACRES ZONED: Poo 3SOUTH TEXAS AVENUE COLLEGE STATION, TEXAS ]]846 OWNER/DEVELOPER: VASU DEMLA - LLC. CATCH BASIN 3PLANO "TEXASA75023E Scale: N,T.S, UNDERGROUND DETENTION SYSTEM rJO N ES & CARTE R,, ENGINEERS PLANNERS SURVEYORS fl,"fr 11 pegs - A 1d39 Cnve, e 111tAOTA SCALE. AS NOTED FONT BY: DAIS: AS NOTED DAM, NY: doe NO. CM20-001 owc. N0. -- SUBMITTED: SON, .1 T..... UMEM IS RELEASE. FAR THE PNRPOSE OF: REVIEW #3 2013-05-05 UNDER THEA.THOSTINI STAVE E. DUNCAN, P.E. 83252. SHEET NO. RIRNOTTO..UR..ROR C C3.5 PERMRTIN.PURP.SE.,