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HomeMy WebLinkAboutDrawings101 4 'HW LANDSCAPING LEGEND*: CANOPY TREE, 3.5" DIA: WATER OAK (Quercus nigra)�V CHINESE ELM (Ulmus parvifolia sempervirens) CHINESE PISTACHE (Pistacia chinensis) SHRUB, 3' TALL: CAROLINA BUCKTHORN (Rhamnus caroliniana) JUNIPER SPECIES (Juniperus species) EX. CANOPY TREE, 4" DIA LD v S RUBS TO SCR PARKING, ' PARKING, 50X EiIERGREEN2 8.75 Ps 36" O.C. 3' TALL, 5 GAL MIN.* 2' FROM BACK OF PM URB (7.5.D.5) Wo ry P 29 EX. SIDEWALK TO REMAIN CONC PA W'MENT STM MHCOPPERF/EW PARA A),- R/M = 300.30 FL /8" SE = 29290 TBM 5 (110' Ro.W..) LP FL 36" Nay= 292.05 SEE NOTE 6 VOL. 4879, PG. 53 FL jig. N6 = 292-47 BARRICADE TREES LOCATED IN SV f299- - - 299.98 25' LANDSCAPE EASEMENT, TV. N 99.25 v 69 ` CONC A V , 30_ CONC STM INLET R/M CONC PAIEMENT 99.99 \ ss.1 r-- Q FL 18" J00.56 Nq� = 295.06 2 _ „ + V c 4'zy-w- o �4-EP0�2-E 12 W s + 3 ° v o E 2'h' 3 0.56 -_ 7 4„ 0 .77 v C 99. 3 _ _ M j 0 301 3 2 -Sl/ _ 2 302.41 302.18 v Ev301.89 30221 V LP p _ 302.38 302.34 v -- v Zzzlil �- 302.0 --- 303 302.60 v _ � E 302. 8 ' 2-�' .61~ � 302. y -_ `� HW W v '" � -` .�►. _ � 3 E E Y 0 _ O v v v02.72 V_ v �_3D3.59 I �_ 0 20' 40' ° 2 -WV E � � ����"�=_+� , e r'11��� � � i/��/ � V �• � oT�.�. 1 �: ' � �' •,`� , ' . • i• a '� , ' I Q � Q � M c \V NOTES: # ' c 1.*PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE $ NEEDS OF THE SITE FINAL LANDSCAPING PLAN MUST MEET THE ' c REQUIREMENTS--AS-OUTLINED IN SECTION 7.5 -OF THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. j 111 � 2.100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, M SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, ' ►� o ..._ o - - RIGHTS OF WAY, AND ADJACENT PROPERTY DISTURBED DURING fi 298.: n CONSTRUCTION. o W 3.ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE ' SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM O m Z ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' rrV^ / I OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SCREENING SHALL BE COORDINATED WITH THE BUILDING V I ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ` 4.AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO C.O. IT WILL I I m INCLUDE A PRESSURE VACUUM BREAKER, RPZ, OR DOUBLE CHECK I BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY ORDINANCE I I 2394. I EX. SIDEWALK 5.LANDSCAPING FOR FUTURE DEVELOPMENT WILL BE DEMONSTRATED WITH m TO REMAIN ` 8 EX. SIDEWALK TO REMAIN CONC PA W'MENT STM MHCOPPERF/EW PARA A),- R/M = 300.30 FL /8" SE = 29290 TBM 5 (110' Ro.W..) LP FL 36" Nay= 292.05 SEE NOTE 6 VOL. 4879, PG. 53 FL jig. N6 = 292-47 BARRICADE TREES LOCATED IN SV f299- - - 299.98 25' LANDSCAPE EASEMENT, TV. N 99.25 v 69 ` CONC A V , 30_ CONC STM INLET R/M CONC PAIEMENT 99.99 \ ss.1 r-- Q FL 18" J00.56 Nq� = 295.06 2 _ „ + V c 4'zy-w- o �4-EP0�2-E 12 W s + 3 ° v o E 2'h' 3 0.56 -_ 7 4„ 0 .77 v C 99. 3 _ _ M j 0 301 3 2 -Sl/ _ 2 302.41 302.18 v Ev301.89 30221 V LP p _ 302.38 302.34 v -- v Zzzlil �- 302.0 --- 303 302.60 v _ � E 302. 8 ' 2-�' .61~ � 302. y -_ `� HW W v '" � -` .�►. _ � 3 E E Y 0 _ O v v v02.72 V_ v �_3D3.59 I �_ 0 20' 40' ° 2 -WV E � � ����"�=_+� , e r'11��� � � i/��/ � V �• � oT�.�. 1 �: ' � �' •,`� , ' . • i• a '� , ' I # FIJI W/OE GTE SOUTHWEST INC b a 9,1 ER/ZON SOUTHWEST 1 I 11 LOT OR N 299.4 + + 299. PROJJ ED +298.7 FF=VV1 • + 299.1 +299.2 299.8 +299.4 TRACT COVERED ly/ %VO +299.3 All 301. EASEMENT I lie + i � 300- R 0 - - I 299.8 vw - I S I Q I I � W P 299.8 O O I �N � I � i w30' PA I v I W D I 299.6 alum I 299.5 sa _ao: ITS RESPECTIVE SITE PLANS. ( �� ' 51 f ' yid . , d:1J.") ' 11; 'aOldd' lR 6.ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS, PS + 299.1 +299.3 + 29 2 0 O O ' O 4. 7.BARRICADE FOR INDICATED TREES TO BE CONSTRUCTED WITH 48" +298.9 I -- ,,�" ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL +29 ° zl' <(O " "�O `" �'ID m T -POSTS. BARRICADE TO BE PLACED IN A CIRCLE AROUND INDICATED I I + ------ _-�----------------------- ---------- 3 - -i TREES A RADIAL DISTANCE OF 1 FOR EVERY 1 CALIPER OF TREE. �, � j - /o- --- ----- --------------------------- 299.3 9.3 BARRICADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY I / .2 - j _ - - - - - - � _____- ------ � PCL? I = AS WELL AS THROUGHOUT THE CONSTRUCTION PROCESS. +2sas SEE NOTE 8 PSSMH TOP I (TYP) SEE NOTE 8 300.1. 'F298, g �.� ®ems .�� ....�� ��. 1298. o �� .�. 2� 9� ��.. �� �n� �� �� �� �- I 6 n (N E ...,.,"'- .-------_ 6 SVC FL IN ) _ PS .....""'...�"" _ ---'�- I SVC FL IN (E) - 1 36`yy , PSSMH TOP - vii I �� � I 6" FL IN = 290.79 - ,�,,.......e _ - 300.08 � �/ 20 LOT 1R STREETSCAPE ANALYSIS (7.5.D): REQUIRED: 350' FRONTAGE @ 1 CANOPY TREE / 32' ...... 11 PROPOSED*: NEW CANOPY TREE ......................... 11 TOTAL ................................... 11 LOT 1R LANDSCAPE ANALYSIS (7.5.C): REQUIRED: 0.89683 ACRES = 39,066 SF LOT AREA 39,066 SF @ 30 PTS / 1,000 SF ............. 1,172 350' FRONTAGE @ 300 PTS/50' (7.5.D.3)..... 2,100 TOTAL ................................... 3,272 PROPOSED* (INCLUDES STREETSCAPE): NEW CANOPY TREE, 3.5" DIA @ 300 POINTS,11. 3,300 SHRUB, 5 GAL @ 10 POINTS, 79 ............. 790' TOTAL................................... 4,090 W ''' P(/ I 6 FL_ OUT = 290.69 co em �� 0 6" SVC FL IN SEE NOTE 8- 20' PUE' - =-pTT SURV� g" (N) = 292.8 _ A-49 J9� + 298.2 = v ;._ F,SU---4299.26T 292.79 -8. REVIEWED FOR - w 298.8+ N + 297.8 298.1 -! ( SS - SS SS SS SS SS SS SS -- SS SS SS SS 29 LOT 2R 7 a PSSL 8 9.2 COMPLIANCE W \ PSSMH TOP 299.28 18 + 298.7 W \ SEEN ( N STREETSCAPE ANALYSIS (7.5.D): 1 SEE NOTE 8 �---------------)----•-------------- - +2ss.o JUL Oz2�06 ---------- + 297.1 FL IN (NE) = 292.92 + 297.7 r - - REQUIRED: c \ 6" FL OUT (SE) = 292.82 20' PUE I I + 299.3 151' FRONTAGE @ 1 CANOPY TREE / 32' ...... 5 \\ I � ( D� ��OIaMEI�T COLLEGE ��I ��� PROPOSED*: t 1 \ /� ERV ,4 \ \ / \ 0.90 ACRES LOT 1 R BLOCK 1 0.81 ACRES LOT 2R BLOCK 1 PLAT FILEO: CES NEW CANOPY TREE .......................... 7 CRESCENT POINTE PHASE 2 CRESCENT POINTE PHASE 2 � TOTAL ................................. 7 \ �_ LOT 2R LANDSCAPE ANALYSIS (7.5.C): REQUIRED: 0.81338 ACRES = 35,431 SF LOT AREA 35,431 SF @ 30 FTS / 1,000 SF ............. 1,063 151' FRONTAGE @ 300 PTS/50' (7.5.D.3)... 906 TOTAL ................................... 1,969 PROPOSED* (INCLUDES STREETSCAPE): NEW CANOPY TREE, 3.5" DIA @ 300 POINTS, 7. 2,100 SHRUB, 5 GAL @ 10 POINTS, 0 .............. 0 TOTAL ................................... 21100 NON-RESIDENTIAL ZONING DISTRICT: A -P NON-RESIDENTIAL ZONING DISTRICT: A -P \ CRESCENT POINT HOLDINGS, INC. \ \ + 296.3 + 296.7 _P PROPERTY OVVNER / DEVEI-OPER: PROPERTY OWNER / DEVELOPER: \ ZONED A N \ +296.7 LTC REAL ESTATE HOLDINGS, LLC COPPER POINTE PARTNERSHIP. 3000 BRIARCREST DRIVE 304 EAST BLUE BELL ROAD \ BRYAN, TX 77802 BRENHAM, TEXAS 77833 c � \ (979) 776-9800 (979) 846-8980 \ \ _ of TEkq`slt,t \ \ ON! I • IA�NE,�pR,.. L D . 9710 Neto► Building for New Building for Lawyers Title Company Seidel Schroeder & Company 1450 Copperfield Parkway 1410 Copperfield Parkway College Station, Texas College Station, Texas Landscape Plan Landscape Plan Design:CAD: Job No: DrawingNo: Design: CAD: Job No: DcawingNo: DRL BSS C0007-005-00 C4 of 4 DRL BSS C0007-005-00 C4 of 4 WV f'M o+ W+ Cd In - PS N N PM PM PS Ps h W +298.48 298.51 299.03 298.7E ib � NCy c N N+ CO m r< N CONC PA VEMENT 298.49 \ 299.00 M RIM 300.30 TBM 5 + 299.71 If7Z18" SE = 292.90 SEE NOTE 6 f 36" NW = 292.05 300.39+ fZ 30" NE = 29\\ 299.33 -_- -- L 2 COPE ERFIELD PARKWA Y BACK OF CURB 302.40+ (»o, itaw.) ECB ELECTRIC CONTROL BOX VOL. 4879, PG 53 EPD +301 ES EDGE OF SIDEWALK CONC PAVEMENT 8022 300.56 +301.08 +301.51 302.E CONC STM INLET RIM = HW 3ot.ss FL 18" NW = 295.06 \ 302.38 ' o LIGHT POLE/POST 300.82 301.39 SV �--"'� I- 2 -WV -� 0.65 $ 301.32 _------ _ - --."' 0 LP .3 30 °v0 O O \ 3 4 301.93 302.21 �- M 30 304. 2 301.S WV �r JV g- 301.-- -� 302.06 302.8 303. 303.76 001P2 -EC-- 2-E 0 302.18 .$ 302.7303.80 �A�n_r5 _ I 304.2 " 4-EPD "HW " - s' 4 302.34 , W _ �"- " O '*,2 -SVS- 0 .so 0 4 t/W o 0 0 304 o HW GLM O i O O 301.3 OB -� 302.2 "H - - 04. p _ "HWS - O "HW 4 W I '�-�" TOE O 3 30J'5 .-T11L� - ---H _ - .-_ " _ 303 302.5 -- 2-ECB I -� - - 301 ` _ "HW O HW - 4 "H "HW W1/ I _ _ = = " 302 ar 2991 300.0 • D 1 301.1 - TOE ---'-- d _, IM I TOE 300.8 - - ---- ��------'--------.- -- 301.4 i 1 ^10' PUE - - M I VOL. 7604, PG. 278 + 301.1 VOL. 7604, PG. 2781 t 301.9 30.1 2 -TPD 15'x25' GTE SOUTHWEST INC. $�301 I SV D/�/A VFRIZON SOUTHWEST ' 300.0 + _ EASEMENT FOR CARRIER SITE \ 1 i CONC SLAB Ps 1 I I I 299.0 \ I I V \ I I w PM I - \ 0 I +300.1 .--� 30 1 -ir 2as.a Id I +299.8 10'1 I I . GTE r D/B/A ERZON SOUfWEST EASEMENT + 2sss I� 1 I I +298.7 TRACT COVERED W/TH � i2ss s q. N TREES AND BRUSH +299.8 "NO BUILDINGS" PS I 0) 299.4 + +299.6 I U LOT 1R 3°'PAE LOT 2 R 1 I +299.4 vI I � 299.5 i I \ 1 i + 299.3 i I - + 298.7 + 299.6 1 i I + 299.1 i +299.2 i I I 1 I i 1 1 +299.3 1 I PM 1 + 299.2 1 � 299.3 1 +299.3 PSSMH TOP_ PS I + 299.1 +298.9 �� _ + 222.3_ _ _ _ - - "- ' - - PCO I SEE NOTE 8 - 300.12 I �-- - +299.3 SEE NO��) I 6y SVC FL IN (NE) = 292.69 30' PAE _ - - ` - - - - - - - I 6 SVC FL IN (SE) = 292.69 _ _ 10 ..- 6 FL IN - _ 290.79 +297.11 ---__ _ _..------- -' - , 1 _ _ _ - -- _ 1 298.6 . _�- P 6 FL OUT = 290.69 20' 1 - 2989 I ---- ------ \ 1 1 1 SID BC BACK OF CURB CCS CORNER CONCRETE SLAB ECB ELECTRIC CONTROL BOX EPD ELECTRICAL PEDESTAL ES EDGE OF SIDEWALK FV FLUSH VALVE / GLM GAS LINE MARKER HW HARDWOOD TREE LE LANDSCAPE EASEMENT LP LIGHT POLE/POST OAK OAK TREE PAE PRIVATE ACCESS EASEMENT PCO PROPOSED CLEAN OUT PUE PUBLIC UTILITY EASEMENT + PG PAGE PM PIPE LINE MARKER - PIN FLAGS 'ATM PS PAINT STRIPE FROM TONE MARKS 'ATM PSSMH PROPOSED SANITARY SEWER MANHOLE SN SIGN/STREET SIGN STM STORM MANHOLE SV SPRINKLER VALVE TOB TOP OF BERM TPD TELEPHONE PEDESTAL TS TOE OF SLOPE TVCM TV CABLE MARKER VOL VOLUME WCR WHEEL CHAIR RAMP WIL WILLOW TREE WM WATER METER WV WATER VALVE GENERAL NOTES: 9� 1//C/N/TY MAP 1. This is not a boundary survey. This map is for planning purposes only; boundary lines are for orientation only. No research of the Public Records of Brazos County, Texas regarding these easements or encumbrances was performed by Jones & Carter, Inc. 2. This survey does not provide any determination concerning wetlands, fault lines, toxic waste or any other environmental issues. Such -matters should be directed by the client or prospective purchaser to an expert consultant. 3. According to Map No. 48041CO161C of the Federal Emergency Management Agencys Flood Insurance Rate Maps for Brazos County Texas and Incorporated Areas, and having an effective date of July 2, 1992, the subject tract is situated within: Unshaded Zone "X , defined as areas determined to be outside the 500 -year flood plain. This flood statement does not imply that the property or structures thereon will be free from flooding or flood damage. On rare occasions floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 4. The surveyor has not been provided with construction plans showing the location of underground utilities. Underground utilities may exist which are not shown hereon. 5. Elevations shown hereon are based on a cut square along the northwest side of Crescent Pointe Parkway and approximately 375' southwest of the intersection of Crescent Pointe Parkway and Copperfield Parkway, also being near the southwest corner of the site. This monument is referenced as Kling # 1944 on plans provided to Jones and Carter for 'Sanitary Sewer Line A"; sheet number SS -1 of 3, dated May 14, 2007, revised June 06, 2007. Elevation 294.31 feet 6. Temporary Benchmark 5 being a cut square located at the back of an inlet on the southwest side of Copperfield Parkway and being approximately 168 feet southeast from the intersection of Crescent Pointe Parkway and Copperfield Parkway Elevation = 300.63 feet 7. Visible improvements/utilities were located with this survey, no subsurface probing, excavation or exploration was performed for this survey. 8. Sanitary Sewer line shown hereon is scaled from construction plans and has not been constructed as of the date of this survey. Surveyed: January 23, 2008 Revised: March 6, 2008 (added proposed sanitary sewer line, added note 8) TOOGRAPCHIC SURVEY OF LOTS 113 & 2R BEING OUT OF 298. L _ .- - - 299.2 W. SCOTT SURVEY, A-4 _ _ 1 _ - - _ _ A REPLAT OF LOTS 1R 2R AND 3R OF 1 - -_ ----. +298.7 TOP = 300.08 J `� I 20' PUE _ _ - _ .. _RICHARD CARTER SURVEY -- 298.8+ -SS 299. --- CRESCENT POINTE PHASE 2 PM '_ PSSMH SEE NOTE 8 '- _ A-8 _ CP 2ss 6 HW _ " 6" SVC FL IN (N) = 292.89_ I -I- - + 2983 $$- Ss S$--$$ RECORDED IN VOLUME 8130 PAGE 255 OF THE 6" SVC FL IN (NE) = 292.89 _ N SS _ SS PS - + 2ss.o 6" FL OUT = 292.79 I SS SS PSSL 8" + 298.7 cn ____- SS i-- - - + 299.3 OFFICIAL PUBLIC `RECORDS OF BRAZOS COUNTY SS .""--- SS SEE N07E 8 _ _ - .._, _... _ - - -- .'. � I +296.2 �- /- OUT OF THE in PSSMH TOP = 299.28 t_ _ _ _ .. _ - - -- - I Ln 7.i- 20' PUE SEE NOTE 8 + 297,7 20 PUE I i J. W. SCOTT SURVEY, A-49 _ i N � 6" FL IN (NE) - 292.92 I I PM _ ; + 2971 6" FL OUT (SE) = 292.82 , N RICHARD CARTER SURVEY, A-8 I 1 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1 \ I I i BLOCK 1 /NGS INC. I I 0.90 ACRES, LOT 1 R, BLOCK 1 0.81 ACRES, LOT 2R, BLOCK 1 OLD CRESCEN I I \\ T POINT H _ i I CRESCENT POINTE PHASE 2 CRESCENT POINTE PHASE 2 I \ / ZONED A P in I NON-RESIDENTIAL ZONING DISTRICT: A -P NON-RESIDENTIAL ZONING DISTRICT: A - P +296.7 I I I \\ +296.3 N 1 PROPERTY OWNER / DEVELOPER: PROPERTY OWNER / DEVELOPER: N N \ \ +296.7 I \ I N ; • \ I �, i LTC REAL ESTATE HOLDINGS, LLC COPPER POINTE PARTNERSHIP. \ i cn 1 3000 BRIARCREST DRIVE 304 EAST BLUE BELL ROAD 3 \ \ I I I BRYAN, TX 77802 BRENHAM, TEXAS 77833 \ I in I \ (979) 776-9800 979 846-8980 as, , `\ THIS DRAWING IS RELEASED \\ FORTHE PURPOSE REVIEW OF. JONES &CARTER, I NC. \ ENGINEERS PLANNERS SURVEYORS \ 05/05/2008 � \ UNDER THE AUTHORITY OF \ DIANE R. LORDEN, P.E. 99700 700 University Drive East, Suite 110-C \\ IT IS NOT TO BE USED FOR College Station, Texas 77840-1848 CONSTRUCTION BIDDING OR New Building for Lawyers Title Company 1450 Copperfield Parkway College Station, Texas Topographic, Survey New Building for 5e ide 15Ghroeder 6 company 1410 Copperfield Parkway College Station, Texas Topographic, Survey \ PERMITTING PURPOSES. (979)731-8000 www.jonescarter.com Design: CAD: Job No:DmwingNo: Design: CAD: Job No: DmwingNo: B55 0000-f-005-00 GO of 4 DRL B55 GOOD-1 -005-0 0 GO of 4 to co 01co a N a N �� � v Q SITE LOCATION q G� t/ G - E C !_ y 10+ Ps O) 02' SOUTHWEST IN SO FOR R A CN EX. WATER UNE cs ' t 'EX. SIDEWALK m VICINITY MAPTO REMAIN, N.T.S. ' LOT 1R PARKING ANALYSIS (7.2•H): REQUIRED: 1 SPACE PER 250 SF OF OFFICE BUILDING 8,000 SF OFFICE BLDG. / 250 SF.... 32 PROPOSED: TOTAL NUMBER OF PARKING SPACES.... 35 HANDICAP PARKING ANALYSIS (TAS): REQUIRED: HANDICAP SPACES (26-50) 2 VAN ACCESSIBLE (1 PER 8) ........ 1 PROPOSED: HANDICAP SPACES ••••••••••-•••••2 VAN ACCESSIBLE .••••-••••••••••• 2 BUILDING (PER WATER DEMAND SERVICE) MINIMUM 1 0 GPM MAXIMUM 50 GPM AVERAGE 5 GPM SEWER DEMAND MAXIMUM 7,500 GPD G G G G G G G u_ 1 N2N TAP 1 N2" WYE 1 N2" TAP 1f4* DOMESTIC METER/BOX & VALVE 1 N2' WYE (BY CITY) 2N 1 N2" 1" DOMESTIC METER/BOX & VALVE 1r f WYE TAF' + 2 a. 12" 1 N 1 1/2* IRRIGATION METER/BOX & VALVE � C (� C" 1 N1" DOMESTIC METER/BOX &VALVE WATER MAIN (BY C" STM MH COPPERF/ELD PARKW,4 ELECTRIC RIS 1^'1 1/2" IRRIGATION METER/BOX &VALVE EX. SIDEWALK 298.49 \ EX. + 299.71 R/M = 300, 30 TO REMAIN 9.00 \ FL 18' SE = 92.90 TB/V 5 (110' R. 0. W,) (� C�) L HYDRANT 11 FL 36" N!Y _ 292.05 SEE NOTE 6 VOL. 9879, PG 53 E __ 2s� FL 30" NE 292-47 " 299 33 2 SCH 40 ATER 10' PUBLIC UTILITY _- " E--..,�.299.9® �:8 298.7 G 99.10 299.98 E N TYP.ENT 99. 99.25 _``- _99.69 v E E - 30 . 2 "// SFAM+301. 8 E _ 2999 .os -. FL 18" V ------ E -...- E 7/ 300.44 06 99.1 .72 v E 1 - 295.06 2•5'�ryWIDE LANDSCAPE rn „ + a o 30n �� EASEMENT ryN N 2-ECS-�.� 12 w S o ©_ 2 H M -J 8 6 oo.s-�s- ----- 300.82 p + 3 .77 e _�h 3 301.32 301.39 99.3 4'HW - v -`,-•-•--_ E301.89 301.93 ' p 2 -SV 3 02.41 E�" v © 302.21 - 299. O 302.18 v - - -_-� cP 302. 303 LM 3 2 302.38 302.34 v E E E 302.8 E E 302.60 v 'HW HW _" v ,• y ____-- v v E 302.72 303E59 0 20' 40' *FIRE LANE DESIGNATED 16.'FIRE EX. FlRE BARKING ONLY" HYDE 2 SIGN(12 X 18) 301.88 302.38 �� p p R25.0 /,�� E 2 -WV - E E /�� 1nA. Tri . ,� "'''''''���-'��.,....���-►. `..Ilii �� `i % ! �� ��Z'h _ . - . � u lip, 11::CRE LANE STRIPING EATING 4! WHITE LETTERS" SLE E, R5.0 - _ BUILDING LINE 3 11 Loi 2R ��� 4.0-- o ,� WHITE � -- ��----...__ s 3 '� �Q. _YYHiiE AWAY E" WORDING TO BE 5.0 le 23.0 0 PARKING ANALYSIS (7.2-H): Z R R2.0 9,0 `" STRIPE, TYP. SPAC A MIN. OF 15 APART, TYP. REQUIRED: rC PR$POSED r$' 9. 19,0 0 9 o BACKGROUND, 1 �P. 1 l7 �� ( R10 R5.0 3 R5 1 1 SPACE PER 250 SF OF OFFICE BUILDING _k 20' PUE N s 9,5 �-a1 \ ! N R10 R2,0 ! 9.0 ® 30' PRIVATE ACCESS 7,649 SF OFFICE BLDG. / 250 SF .... 30 � I 10 9.0 R5 9.5 20 TYP. 9 5 .0 EASEMENT 1 TYP o 18.0 PROPOSED: 298.38 �,.,,� v o � TOTAL NUMBER OF PARKING SPACES .... 31 9,5 R4.0 U 10' Lon 1Y/DE GTE SOUTHGYEST INC. a' _ R4. p D Bf /,q tR/ZON SO THGYEST 1 I 6,0 HANDICAP PARKING ANALYSIS (TAS) : ''�' 6.0 29� 60 + 300. t� f� • N + 98 9 6.0 300 / 6 / 12 0 �.• REQUIRED: o m CURB, - 610 6• _ w zss.s HANDICAP SPACES (26-50) ......... 2 (� 0 e + TYP. 1 Z \ BI RACK ---- 1\ -- ® --• ' � � SCORE &DYE VAN ACCESSIBLE (1 PER 8) 7W CJ 1 V AREA' TYP• ® O ® IQHANDICAP PROPOSED: (� PS i J � Q RAMP TYP. I N_ HANDICAP SPACES ..•••••••••--••• 2 W / I P UE (R7 8) TRAC COtiEREDWI;W ®® ®® . TRE / N I VAN ACCESSIBLE 2 Lj ~ Qj O N N BurcoiNcs" o FOR O PROPOSED 299.4 + + 299. ' � � � 0 _ 299.8 O - - .. CONTINUATION , •uto I ® C ►ate. ° • - , �T .�I- 11119 Q 19• 24 W • t LAVERS ! COMPANY1 1 1 1� 1 I - +299 FUTURE FUTURE C) �-a NOTES ' 1. CRESCENT POINTE PHASE 2, BLOCK 1, LOT 1R, 0.896 ACRES, AND LOT 2R, 0.81 ACRES, COLLEGE STATION, BRAZOS COUNTY, TEXAS 2, ZONED A -P FOR ADMINISTRATIVE -PROFESSIONAL 3, ALL PROPOSED SIGNS WILL BE REVIEWED AND PERMITTED SEPARATELY, 4. FLOOD HAZARD STATEMENTi ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONALOODATEDUR NYE2, PROGRAM, COMMUNITY PANEL NO, 48041CO161 C, BRAZOS COUNTY, TEXAS 1992, IT APPEARS THAT THIS PROPERTY IS OUTSIDE THE 500 -YEAR FLOOD HAZARD BOUNDARY, 5. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED S❑ AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SCREENING SHALL BE COORDINATED WITH THE BUILDING' ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 6, IRRIGATION PLAN WILL BE APPROVED PRIOR INCLUDE PRESSURE V OHECKBACKFLOW PRE ENTER INSTALLED AND TESTED VACUUM BREAKER, RPZ, OR DOUBLE PER CITY ORDINANCE 2394, 7. TOPOGRAPHICAL SURVEY WAS PERFORMED BY JONES AND CARTER, INC. IN FEBRUARY, 2008, 8. BOUNDARY FROM PLAT WAS PERFORMED BY KLING ENGINEERING AND SUREYING DATED JULY, 2007, 9. ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION AND THE BCS UNIFIED DESIGN STANDARDS AND DETAILS. 10, THE OWNER IS RESPONSIBLE FOR TEXAS ACCESSIBILITY STANDARDS SUBMITTAL, 11. CONSTR CITON WILL NEED TO BE RELOCATEDAND/ORPARKWAYLD AND/ORREPLACED SOMEWHERE DISTURBEDTHAT IS INC LANDSCAPING ALONG ALONG COPPERFIELD PARKWAY, e 2 SEE M.E.P. FOR _\ ,815 SF 1,915 SF ___ _1 a ® ® ® 7'X11' SCREENED HVAC ` CO NCR LOCATION AND LIMITS OF 23.0 20,0 5.0 0 0 o ® UNIT &ROLL OUT WALK,- CONTINUATION 0 8 DUMPSTER, M. Ps , CONSTRUCTION + 29 2 ° �' - i -PWE UNE R4.0 R4,0 i R55. + .s ---- ® 0 ® 0 0 Q� I I -�l co I +297.11 I ® ® N® ® N� + 1 1 BUIL�3IN6-L NE - 299.3 N I ; R151 _ + ss-- -- - - I ' - _ - - 15' BUILDING SINE - - - _ - - - - - - - - - _ _- l0' - T,29977-- R10.0 PCO SEE NOTE 8 PSSMH TOP = 300.12 2 - - { - - " D-3034 SDR -26 R4. I \ (T�) 0 6 E SVC NOTE FL W NE _ CLEANO�p TYP. - SEWER SERVICE 1 % MIN. SLOPES 2e.o i 298.6 292.69 s.s --- •--- �--�'� r----'� -� ` � I 6" SVC FL IN (SE) = 292.69 --_ ( _- �-- I 1 6" FL IN = 290.79 R25. 46.0 ` � + 2ss,7 I ,� EX. • � -•' --� Pi 6 ASTM D-3034 SDR -26 �' 20' Pu I s" FL OUT = Ps , 28 _ 6" SV SS�tr�T.�SE- �E F__7 �' 12�, �R SERVICE 1% MIN. SLOPE MAIN I I I 290.69 *FIRE LANE DESIGNA - - C FL IN N - - �ON ETE R50.0 ( = 2 I - PARKING ONLY" '.8®�1 - , - 299.2 PAVMi 9+ 2 .2 T ST 0 0 L7 rn SIGN (12 �( 18) ST---ST--ST-ST-ST ST ST S ST-S(fj' -Sj T TRANS F Q 292.79 TIE IN T029- S SERVICE S Ss Ss ss IRS- 298.8SS ss a R2� 7 1 ST -'-'ST TO 6E_MOU - - 298-,2 - - - - ss ss . s + 299.2 + _.----------- -- SEE L 8' 298.7 ) 6' #4 BAR GONTINUOU5, EXCEPT THRU 3' CURB NOTES: EXPAN51ON JOINTS 311 R 1. EXPAN510N JOINTS: 60' MAX 5PAGIN& AND zD ----jjAT ALL RADIU5 POINT5, PT'S, AND PC'5 6 .: :'4; :. `fid :, •. " FIRE LANE 2• CONTRACTION JOINTS: 10' MA:X 5PACINCG. 5" OTHER 3. THE5E ARE GIN MINIMUM5. 5EE #4 BARS GEOTECHNICAL REPORT FOR PROJECT ® 18" OGEW REGOMMENDATIDNS. SUBGRADE INFORCED CONCRETE FAVEMENT SEGT I ON ON CONCRETE PAD PSSMH TOP = 2 28 TYR N 6 FL IN ( ) EE N 9TE 8 ------------ ••""-__ +297.1 , " NE _ +297.7 - --- L 6' FL OUT (SE) 29'82 20' PUE LOQ' 1 R, BLOCK 1 0.81 ACRES, LOT 2R, BLOCK 1 0.90 ACRES, 30',PRI9At"QCESS PUBLIC CURB INLET 20' PUBLIC UTILITY CRESCENT POINTE PHASE 2 CRESCENT POINTE PHASE 2 (BY OTHERS) pylqN'(' NON-RESIDENTIAL ZONING DISTRICT: A -P NON-RESIDENTIAL ZONING DISTRICT: A -P DEVELOPER: PROPERTY OWNER / DEVELOPER: \ PROPERTY OWNER / BUC STORM DRAIN CENT POINT HOLDINGS, INC. (BY OTHERS) CRSS LTC REAL ESTATE HOLDINGS, LLC COPPER POINTE PARTNERSHIP. �\ 296.3 + 296.7 ZONED A -P 3000 BRIARCREST DRIVE 304 EAST BLUE BELL EXIST. FIRE N �� PUBLIC CURB �I�L BRYAN, TX 77802 BRENHAM, TEXAS 77833 HYDRANTN 3 ` (979) 776-9800 (979) 846-8980 V, (BY OTHERS) - +o \ �\ THIS DRAWING IS RELEASED FOP THE PURPOSE OF: NOTES REVIEW 1, DIMENSIONS ARE TO BACK -OF -CURB UNLESS OTHERWISE NOTED. uND05/05/22008 THE AUTHORITY OP 2. STRIPING AND SIGNAGE TO MEET TF XAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES DIANE R. LORDEN, P.E. 99700 STANDARDS, IT IS NOT TO BE USED FOR 3, CHARACTERS AND SYMBOLS ON DISF)BLED PARKING SIGNS SHALL BE 60 CONSTRUCTION, BIDDING, IvjR ABOVE GROUND, PERMITTING PURPOSES; FLOOR OR PAVING SURFACE. Design: CAD: Job No: Drawing No: Design: CAD: Job No: Drawing No: ORL 555 G000'T-005-00 GI of 4 1DRL 555 G000'7 -005-00 GI of 4 U3 n] a 00 0 N N N 0 20' 40' +298.48 CONC PA VEMENT 298 49 \ + 299.71 R/M MH COPPERF1ELD PARKWA Y 299.00 MATCH D(FL 18" SE- 3o TSM 5 (110' R O. W) 298.51 6 ' LP LEVA11ON Fc ,36" Nay = 2 2 05 SEE NOTE 6 VOL. 4879, PG. 53 !" ```-•--_ � `""-299:o-3 NE .- 292 47 300.39+ „ E S,V 299.33 � MATCH EX. 1 298.7 G y299.10 E `9.6 E 299.98 ELEVATION 302.40+ o+ 99. 99.25 2 _ r s9'ss E E 30 CONC 2 H \� STM /NLET + 301.08 CONC PA IgMENT + 301. �+ ` c d ---_____ E -•--._,•, E 2ss.ss oo.os '4/M = 300.56 PS N LO w 99.1 726 E - H 300.44 FL 18" NW - 295.06 + 301.51 ad rn N 2- 11 f! 1 V E PM f,M rn a N ti9 4'CL/y �.2-E 12 w Y o 2!H o_ � 00.65 302.25 0 4-EPD + 3 ,77 v © E e \ M 3 8 6 300.82 .69 P PS N 99.3 _ ' ' 4'HlY ¢ O 1! 30 4 301.32 301.39 301.88 299, p E301.89 301.93 �- ------ _ 302.38 0 '�Y1L �\-2-SV 61.66 02.18 - �_ .90 � Q 8" H E STORM DRAIN PIPE AND FITTINGS, COORDINATE LOCATION AND TOP ATION WITH LANDSCAPING AND DOWN SPOUTS TYP• IQ r"I o 1�z � o 'l f W / N NOTESI C1 I N n I 1, ALL ELEVATI❑NS ARE TOP -OF -CURB (TC) OR TOP -OF -WALK (TW), UNLESS 0 co OTHERWISE NOTED, TP = TOP -OF -PAVEMENT, FL = FLOW LINE, TG = TOP OF N GRATE. + 2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL BE REASONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES, 3. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND STORED ON-SITE FOR LATER USE IN PROVIDING FINAL COVER, 4, ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1150) MAX, SLOPE IN ALL DIRECTIONS. ACCESSIBLE ROUTES SHALL HAVE A 5% (1120) MAXIMUM RUNNING SLOPE AND A 2% (1150) MAXIMUM CROSS SLOPE, CURB RAMPS SHALL HAVE 8.3% (1112) MAXIMUM RUNNING SLOPE AND A 2% (1150) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED, RAMPS SHALL HAVE LEVEL (2% MAX) LANDINGS AT THE TOP AND THE BOTTOM OF THE RAMP A MINIMUM OF 60° IN LENGTH AND AS WIDE AS THE WIDTH OF THE RAMP, 5. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND FILING OF ANY REQUIRED FORMS, A NOTICE OF INTENT SHALL BE FILED WITH TCEQ PRIOR TO BEGINNING CONSTRUCTION, 6! THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION TRAFFIC! 7. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT EROSION ON THE PROJECT SITE OR MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION IS ACHIEVED. INSTALL DEVICES TO MINIMIZE RUNOFF WATER FROM CIRCUMVENTING THE CONTROLS. 8. ALTERNATE METHODS OF EROSION CONTROL MAY BE ALLOWED WITH PRIOR APPROVAL, 9, INSTALL PEA GRAVEL BAGS AT NEW INLETS UNTIL AREA IS SODDED, 10! PROVIDE FINAL STABILIZATION OF THE SITE BY BLOCK SODDING OF ALL UNPAVED (OR RIPRAPPED) AREAS DISTURBED BY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL WELL ESTABLISHED. 11, THE FEATURES SHOWN ON THIS DRAWING AND DESCRIBED ON THESE NOTES SHALL BE CONSIDERED MINIMUM REQUIREMENTS FOR PURPOSES OF EROSION CONTROL AND ARE CONSIDERED INCIDENTAL TO THE POLLUTION PREVENTION PLAN. 12, A SIGNED COPY OF THE CONSTRUCTION SITE NOTICE (TPDES GENERAL PERMIT TXR150000, ATTACHMENT 2, Pl33) SHALL BE POSTED ON THE TEMPORARY CONSTRUCTION FENCE NEAR THE MAIN ENTRANCE WHERE IT IS READILY AVAILABLE FOR VIEWING BY THE GENERAL PUBLIC, LOCAL, STATE AND FEDERAL AUTHORITIES, PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND MUST BE MAINTAINED IN THAT LOCATION UNTIL COMPLETION OF ALL CONSTRUCTION ACTIVITY, 13, CONTRACTOR SHALL INSPECT EROSI❑N CONTROL DEVICES AFTER EACH RAIN. WHEN SILT REACHES A DEPTH OF 6°, REMOVE AND DISPOSE OF IN SUCH A MANNER AS TO NOT CREATE A SILTATI❑N PROBLEM, 14! WHEN SITE IS COMPLETELY STABILIZED, EROSION CONTROL STRUCTURES SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE MANNER, 15! CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING STORM WATER MANAGEMENT PLAN TO THE CITY OF COLLEGE STATION! 16, ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS, N 01 N + MATCH EX. ELEVATION W W o¢. Z o � N 1 M +294.3o O ON •W� kja N .,,� • ._: _ � �. �, .. � - ��Z, ' - �-- !-.ter.. .moi � � �• _ _ ----_____-3(•4-7 IML 32 _303- Imo► - 299. RA 301.6 99.57 TP GRADING . _. 1 1 300.19 4 1r300.07 300. 1 1 r / / • � � tri.- ----•._..� ! 1 1 1 . 300.22 300.0 �J .. _• � ���i� �Jb��i�r?..i ! i • I �� � �X + �� I�� � � j� I I rti 1 I�F� 1 11 1 11 ,• l�►1 `"� • r) O��l Y! III 11< • I ,� �, ... • (II • OT �r . > -A. .. , I� rr I�ul ►��� , � 311 Q�BELOW ROOF SCUPPER • AREA DRAIN TO BE LO PROPOSED .. I r299.5 •• •♦ SPOUT TO TIE-IN TO PIPE WITH � j ' � �►� �1 (®� it ��., 1 ADAPTER, �, III ■ ��I �� ■ (I i299. '' ' , ,1 1 1 • 1 =.� 1 _0140 1 1 1 . ;nn.nnJI life fit 299.60 299.3 ' �I p/ ��j iiYJi ■1 + ■ 'r ' 1 - PSSMH TOP 300.12 SEE NOTE a ��. -- �'--•. •PSSMH T6 •f • ST I 298.8+ -" .7 ST.,�•-•- ST 298 + 297.8 238.1Y 2�- ss_ s ss ss ss ss ss ss ss ss -' SS 299 2 ROOF DRAIN STORM SEE NOTE 8 + 298.7 N PSSMH TOP = 299 .28 � SEENO'I"E 8 1------ --------------- �YJ------------------ -- + PIPE FL EL 295,577.1 6" FL IN (NE) = 292.92 +2 97.7 -I r Sss.o + 299.3 � 1 6" FL OUT (SE) = 292.82 PU PROVIDE PEA GRAVEL I I I t BAGS AT INLET FOR I STORM DRAIN �•- -� BY OTHERS) � = � �- 20' PUE t I \ EROSION CONTROL i ( ) CURB INLET / \ (BY OTHERS) ROOF DRAIN STORM CRESCENT POINT HOLDINGS, INC. PIPE FL EL 297.50' + �JRB INLET + 296.7 ZONED A -P 0.90 ACRES, LOT 1 R, BLOCK 1 0.81 ACRES, LOT 2R, BLOCK 1 `� N c \ (BY OTHERS) + 296.7 CRESCENT POINTE PHASE 2 CRESCENT POINTE PHASE 2 NON-RESIDENTIAL ZONING DISTRICT: A -P NON-RESIDENTIAL ZONING DISTRICT: A -P PROPERTY OWNER / DEVELOPER: PROPERTY OWNER / DEVELOPER: PROVIDE PEA GRAVEL BAGS AT INLET FOR LTC REAL ESTATE HOLDINGS, LLC COPPER POINTE PARTNERSHIP. EROSION CONTROL 3000 BRIARCREST DRIVE 304 EAST BLUE BELL ROAD BRYAN, TX 77802 BRENHAM, TEXAS 77833 \ (979) 776-9800 \ (979) 846-8980 THIS DRAWING IS RELEASED \ FOR THE PURPOSE OF: \ \ , REVIEW \ 05/05/2008 \ \ UNDER THE AUTHORITY OF \ DIANE R. LORDEN, P.E. 99700 \ ITIS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR \ PERMITTING PURPOSES. Design: CAD: Job No: Drawing No: Design: CAD: Job No: Drawing No: DRL 1 595 1 0000'1-005-00 1 05 of 4 1 ORL 1 559 1 0000'1-005-00 1 G5 of 4 N + N -S, N CN r"I o 1�z � o 'l f W / N NOTESI C1 I N n I 1, ALL ELEVATI❑NS ARE TOP -OF -CURB (TC) OR TOP -OF -WALK (TW), UNLESS 0 co OTHERWISE NOTED, TP = TOP -OF -PAVEMENT, FL = FLOW LINE, TG = TOP OF N GRATE. + 2. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL BE REASONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES, 3. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND STORED ON-SITE FOR LATER USE IN PROVIDING FINAL COVER, 4, ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1150) MAX, SLOPE IN ALL DIRECTIONS. ACCESSIBLE ROUTES SHALL HAVE A 5% (1120) MAXIMUM RUNNING SLOPE AND A 2% (1150) MAXIMUM CROSS SLOPE, CURB RAMPS SHALL HAVE 8.3% (1112) MAXIMUM RUNNING SLOPE AND A 2% (1150) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED, RAMPS SHALL HAVE LEVEL (2% MAX) LANDINGS AT THE TOP AND THE BOTTOM OF THE RAMP A MINIMUM OF 60° IN LENGTH AND AS WIDE AS THE WIDTH OF THE RAMP, 5. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND FILING OF ANY REQUIRED FORMS, A NOTICE OF INTENT SHALL BE FILED WITH TCEQ PRIOR TO BEGINNING CONSTRUCTION, 6! THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION TRAFFIC! 7. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT EROSION ON THE PROJECT SITE OR MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION IS ACHIEVED. INSTALL DEVICES TO MINIMIZE RUNOFF WATER FROM CIRCUMVENTING THE CONTROLS. 8. ALTERNATE METHODS OF EROSION CONTROL MAY BE ALLOWED WITH PRIOR APPROVAL, 9, INSTALL PEA GRAVEL BAGS AT NEW INLETS UNTIL AREA IS SODDED, 10! PROVIDE FINAL STABILIZATION OF THE SITE BY BLOCK SODDING OF ALL UNPAVED (OR RIPRAPPED) AREAS DISTURBED BY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL WELL ESTABLISHED. 11, THE FEATURES SHOWN ON THIS DRAWING AND DESCRIBED ON THESE NOTES SHALL BE CONSIDERED MINIMUM REQUIREMENTS FOR PURPOSES OF EROSION CONTROL AND ARE CONSIDERED INCIDENTAL TO THE POLLUTION PREVENTION PLAN. 12, A SIGNED COPY OF THE CONSTRUCTION SITE NOTICE (TPDES GENERAL PERMIT TXR150000, ATTACHMENT 2, Pl33) SHALL BE POSTED ON THE TEMPORARY CONSTRUCTION FENCE NEAR THE MAIN ENTRANCE WHERE IT IS READILY AVAILABLE FOR VIEWING BY THE GENERAL PUBLIC, LOCAL, STATE AND FEDERAL AUTHORITIES, PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND MUST BE MAINTAINED IN THAT LOCATION UNTIL COMPLETION OF ALL CONSTRUCTION ACTIVITY, 13, CONTRACTOR SHALL INSPECT EROSI❑N CONTROL DEVICES AFTER EACH RAIN. WHEN SILT REACHES A DEPTH OF 6°, REMOVE AND DISPOSE OF IN SUCH A MANNER AS TO NOT CREATE A SILTATI❑N PROBLEM, 14! WHEN SITE IS COMPLETELY STABILIZED, EROSION CONTROL STRUCTURES SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE MANNER, 15! CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING STORM WATER MANAGEMENT PLAN TO THE CITY OF COLLEGE STATION! 16, ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS, N 01 N + MATCH EX. ELEVATION W W o¢. Z o � N 1 M +294.3o O ON •W� kja N .,,� • ._: _ � �. �, .. � - ��Z, ' - �-- !-.ter.. .moi � � �• _ _ ----_____-3(•4-7 IML 32 _303- Imo► - 299. RA 301.6 99.57 TP GRADING . _. 1 1 300.19 4 1r300.07 300. 1 1 r / / • � � tri.- ----•._..� ! 1 1 1 . 300.22 300.0 �J .. _• � ���i� �Jb��i�r?..i ! i • I �� � �X + �� I�� � � j� I I rti 1 I�F� 1 11 1 11 ,• l�►1 `"� • r) O��l Y! III 11< • I ,� �, ... • (II • OT �r . > -A. .. , I� rr I�ul ►��� , � 311 Q�BELOW ROOF SCUPPER • AREA DRAIN TO BE LO PROPOSED .. I r299.5 •• •♦ SPOUT TO TIE-IN TO PIPE WITH � j ' � �►� �1 (®� it ��., 1 ADAPTER, �, III ■ ��I �� ■ (I i299. '' ' , ,1 1 1 • 1 =.� 1 _0140 1 1 1 . ;nn.nnJI life fit 299.60 299.3 ' �I p/ ��j iiYJi ■1 + ■ 'r ' 1 - PSSMH TOP 300.12 SEE NOTE a ��. -- �'--•. •PSSMH T6 •f • ST I 298.8+ -" .7 ST.,�•-•- ST 298 + 297.8 238.1Y 2�- ss_ s ss ss ss ss ss ss ss ss -' SS 299 2 ROOF DRAIN STORM SEE NOTE 8 + 298.7 N PSSMH TOP = 299 .28 � SEENO'I"E 8 1------ --------------- �YJ------------------ -- + PIPE FL EL 295,577.1 6" FL IN (NE) = 292.92 +2 97.7 -I r Sss.o + 299.3 � 1 6" FL OUT (SE) = 292.82 PU PROVIDE PEA GRAVEL I I I t BAGS AT INLET FOR I STORM DRAIN �•- -� BY OTHERS) � = � �- 20' PUE t I \ EROSION CONTROL i ( ) CURB INLET / \ (BY OTHERS) ROOF DRAIN STORM CRESCENT POINT HOLDINGS, INC. PIPE FL EL 297.50' + �JRB INLET + 296.7 ZONED A -P 0.90 ACRES, LOT 1 R, BLOCK 1 0.81 ACRES, LOT 2R, BLOCK 1 `� N c \ (BY OTHERS) + 296.7 CRESCENT POINTE PHASE 2 CRESCENT POINTE PHASE 2 NON-RESIDENTIAL ZONING DISTRICT: A -P NON-RESIDENTIAL ZONING DISTRICT: A -P PROPERTY OWNER / DEVELOPER: PROPERTY OWNER / DEVELOPER: PROVIDE PEA GRAVEL BAGS AT INLET FOR LTC REAL ESTATE HOLDINGS, LLC COPPER POINTE PARTNERSHIP. EROSION CONTROL 3000 BRIARCREST DRIVE 304 EAST BLUE BELL ROAD BRYAN, TX 77802 BRENHAM, TEXAS 77833 \ (979) 776-9800 \ (979) 846-8980 THIS DRAWING IS RELEASED \ FOR THE PURPOSE OF: \ \ , REVIEW \ 05/05/2008 \ \ UNDER THE AUTHORITY OF \ DIANE R. LORDEN, P.E. 99700 \ ITIS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR \ PERMITTING PURPOSES. Design: CAD: Job No: Drawing No: Design: CAD: Job No: Drawing No: DRL 1 595 1 0000'1-005-00 1 05 of 4 1 ORL 1 559 1 0000'1-005-00 1 G5 of 4 4'HW LANDSCAPING LEGEND*: CANOPY TREE, 3.5" DIA: WATER OAK (Quercus nigra) CHINESE ELM (Ulmus parvifolia sempervirens) CHINESE PISTACHE (Pistacia chinensis) SHRUB, 3' TALL: CAROLINA BUCKTHORN (Rhamnus caroliniana) JUNIPER SPECIES (Juniperus species) EX. CANOPY TREE, 4" DIA NOTES: 1.*PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS OF THE SITE. FINAL LANDSCAPING PLAN MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF THE CITY OF - COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 2.100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3.ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 4.AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO C.O. IT WILL INCLUDE A PRESSURE VACUUM BREAKER, RPZ, OR DOUBLE CHECK BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY ORDINANCE 2394. 5.LANDSCAPING FOR FUTURE DEVELOPMENT WILL BE DEMONSTRATED WITH ITS RESPECTIVE SITE PLANS. 6.ALL WORK SHALL COMPLY WITH CITY OF COLLEGE STATION STANDARDS, 7.BARRICADE FOR INDICATED TREES TO BE CONSTRUCTED WITH 48" ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL T -POSTS. BARRICADE TO BE PLACED IN A CIRCLE AROUND INDICATED TREES A RADIAL DISTANCE OF 1' FOR EVERY 1" CALIPER OF TREE. BARRICADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL AS THROUGHOUT THE CONSTRUCTION PROCESS. LOT 1R STREETSCAPE ANALYSIS (7.5.D): REQUIRED: 350' FRONTAGE @ 1 CANOPY TREE / 32' ...... 11 PROPOSED*: NEW CANOPY TREE 11 TOTAL ................. 11 LOT 1R LANDSCAPE ANALYSIS (7.5.C): REQUIRED: 0.89683 ACRES = 39,066 SF LOT AREA 39,066 SF @ 30 PTS / 1,000 SF ............. 1,172 350' FRONTAGE @ 300 PTS/50' (7.5.D.3)..... 2,100 TOTAL ................................... 3,272 PROPOSED* (INCLUDES STREETSCAPE): NEW CANOPY TREE, 3.5" DIA @ 300 POINTS,11. 3,300 SHRUB, 5 GAL @ 10 POINTS, 79 ............. 790 TOTAL ................................... 4,090 L7 b � E tl b E E_'E _ e SkRUBS TO CR z ' PARKING, 50% EVERGREEN 8 7 Ps '36" O.C. 3' TALL, 5 GAL. MIN., 2' FROM BACK OF PU URB (7.5.D.5) 29 - ���; m ' g m Q m ( k o 0 � N m m W I � , �lJ m v I m I m' I m EX. SIDEWALK m TO REMAIN m I m . I m I - m W I m v LOT 2R STREETSCAPE ANALYSIS (7.5.D): REQUIRED: 151' FRONTAGE @ 1 CANOPY TREE / 32' ...... 5 PROPOSED*: NEW CANOPY TREE .......................... 7 TOTAL................................. 7 LOT 2R LANDSCAPE ANALYSIS (7.5.C): REQUIRED: 0.81338 ACRES = 35,431 SF LOT AREA 35,431 SF @ 30 PTS / 1,000 SF ............. 1,063 151' FRONTAGE @ 300 PTS/50' (7.5.D.3)..... 906 TOTAL ................................... 1,969 PROPOSED* (INCLUDES STREETSCAPE): NEW CANOPY TREE, 3.5" DIA @ 300 POINTS, 7. 2,100 SHRUB, 5 GAL @ 10 POINTS, 0 .............. 0 TOTAL ................................... 2,100 EX. SIDEWALK TO REMAIN CONC PA t¢ -MEN,, zP C'---- b ss.10"'..-•• =-may± J • 2sss® ----_.�__- N 299.25 tl - 299.69 E E 88 30 - 299.96 99.1 r- b �- tl '89 '' - E H EI '1 2 O E ' 0 4-EPD '4 E 1 W s + 3 77 tl - 7 � -. 4 , � . M r o _`'i _ �_2-SV 301, ' 3 - f 2_ 302.3a OB 302. t 2-41 W + 0� � TOE 1 'x25' TE SO THWES / D�/A VER/ZO SDU {yES �O CONC SLAB EASEMENT FO/,? CARR/ER SITE CANOPY TREE FOR 299.0 STREETSCAPE (7.5.13), ' WIDE GTE SOUTHWEST INC. B�ZON SOUTHWEST -i- 989 \ �" + -STM UH COPPL_RF/E'LD PARA -WA Y R/U = 3OO 30 FL 18" SE = 292.90 / /W 5 (110' R.O.W.) FL 96 NW 292.05 SEE NOTE 6 VOL. 4879, PG. 53 FL 30" NE = 292.47 CONC STU INLET RIU = - FL 18" � IW _ 300.56 \ - - 295.06 \ © E Z H 3 0.56 b E \ 2 301-93 BARRICADE TREES LOCATED IN 25LANDSCAPE EASEMENT, TYP. CONC PA VEMENT .5u4.,+ 1 LP 302.18 Q -> 302.34 tl -- 302.0 302.21 302.60 303 ------ 471111 " YY tl tl E E �- E E .302. 6 E E E O O tl v tl 302.72 O 303.0 303.2 - O 300.0 299.8 LO Yff- IR rn N 299.4+ + 299. I` I PRO ED < +298.7 W=301. =301. + 299.1 < +299.2 < I PS +299.1 ` 'i- 4 299.3 + TRACT COVERED 1y/TH 1R, -ES ,4ni_^ �,�T_ 'NO BUILDINGS" +299.4 +299.3 I 0 20' 40' -WV 7/7-1. •�-- , i 1 'y � is 1 1 1 1 1 , Vrf,77VN 299.6 1 lj ,do O W CD - :ifJlll;�/OM1 dSJ 696',: 1 301. EASEMENT I ® ® I + 4- I \ 300 - --- I 299.8 rio I O I I Q o I �! 299.8 Q Q' f �J U n;�dudo� 30' PAf ------< j I v/� Q< 299.5 299.5 0 -® 0 0 I I �+29 +298,9 \ 11I U' is I I+ - - -- I '�"------= ---------------------- --------------------�.�.---------------------------- -I I _ _299.3 .2 PCO - + 1 �s8.s SEE NOTE 8 - I (TYP) 4 I 298. I 298,6 co +298.7 - < PSSMH TOP - 300.08 - (A ( o SEE NO SC 20' �® 6" SVC FL IN TE 8 20' PUE 077 SURV I 4 / 6". (N) = 292.8 _ `� A-49 + 2ss.2 = 89 ARTE-R v, 6 ' FL OUT = 292.79 vii + 298 3 SURVEY A- 1 \ � \ +297.1 � 1 \ \ +296.3 +296.7 N ` +296.7 \ \ 01 1 f \ 299.3 PSSMH TOP = 300.1. SEE NOTE 8 6"SVC FL IN (NE) _ 6" SVC FL IN (SE) _ 6" FL IN = 290.79 I( 6" FL OUT = 290,69 ----•299.2 8 I +297.8 298.198.1_2 " --i- �- � ss ss ss ss ss ss C ss ss ss ss 2s6.6Ss SS PSSL 8 %� 299.2 PSSMH TOP299I SEE NOS 8 + 238.7 = .28 SEE NOTE 8-------------- --------- (TYP) v, 6 FL IN (NE) = 292.92 +2 ----------------------� �---- +299.0 6" FL OUT (SE 20' PUE i ( I + 299 3 = 292.82 ( I CRESCENT POINT HOLDINGS, INC. ZONED A -P \ \ \ \\0 THIS DRAWING IS RELEASED F R THE PURPOSE OF: REVIEW \ 05/05/2008 \ UNDER THE AUTHORITY OF ` \ \ \ DIANE R. LORDEN, P.E. 99700 \ IT IS NOT TO BE USED FOR \ CONSTRUCTION, BIDDING, OR \ PERMITTING PURPOSES. \ r'JONES &CARTER,INC. ENGINEERS -PLANNERS -SURVEYORS 700 University Drive East, Suite 110-C College Station, Texas 77840-1848 (979)731-8000 www.jonescarter.com 0.90 ACRES, LOT 1 R, BLOCK 1 CRESCENT POINTE PHASE 2 NON-RESIDENTIAL ZONING DISTRICT: A -P PROPERTY OWNER / DEVELOPER: LTC REAL ESTATE HOLDINGS, LLC 3000 BRIARCREST DRIVE BRYAN, TX 77802 (979) 776-9800 New Building for Lawyers Title Company 1450 Gopperfield Parkway College Station, Texas Landscape Plan 0.81 ACRES, LOT 2R, BLOCK 1 CRESCENT POINTE PHASE 2 NON-RESIDENTIAL ZONING DISTRICT: A -P PROPERTY OWNER / DEVELOPER: COPPER POINTE PARTNERSHIP. 304 EAST BLUE BELL ROAD BRENHAM, TEXAS 77833 (979) 846-8980 New Building for Seidel Schroeder $ Company 1410 Gopperfield Parkway College Station, Texas Landscape Pian Design: CAD: Job No: Drawing No: Design: CAD: Job No: Drawing No: PL 555 6000-f-005-00 G4 of 4 DRL 555 G0007 -005 -DO G4 of 4 aw aZj n ?w3 aNt wo - _zoo.- Jo M ¢ ! y -w t¢¢o ma 'ws gt..zw of ��'-� oy�:aa zr, N X oin as ,.i a ww ¢'=-'V gau. m,.,z x wa zdz 00 '0' .tL0 o �,.. wNwo ,°.,00� w8z —wx:wwa,-� w c\ zwnoi� o� o�ow �w¢o a na o Nm w�U�U � W W �`� ws�<o,. 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CURRENT TITLE APPEARS TO BE VESTED IN CRESCENT POINTE LTD. By FTC VIRTUE OF INSTAMENT RECORDED IN VOL.57'15, PG. 70 OF THE OFBL 9 9 4101 TEXAS AVENUE REcoRos of aRAzos caTNn. ttx�s P.O. BOX 4234 2- THE & AS OF W MNGS IS TRUE NORTH OFI RNINED BY SO AR DBMW,kTM AND CALCULATED BT USING DTE K" ANGLE NEr"D m9LE BRYAN, TEXAS 77805 0&SDMNG AT LATITUDE: 30'0457, IONG7UDE 9817'11' ON NOVDWER A PHONE: (979) 846-6212 1996, MNG THREE DIRECT AND THRVE AIN` RSE PMONS WNH ROELOF'S PMSN. 3. SUBJECT TRACT M NOT WITHIN THE f00 1TAR FLOODPWN ACCORDING TO THE C.EUA. FLOOD INSURANCE RATE WP FOR BRAZOS COUNTY. TEXAS d. 111. O EO .REAS. CO,ANVNT'I i40. PANEL NO- 0161C, NAP OWNED & DEVELOPED BY: 4l COl 7, 190, N0. 40041 C0161C- EFIECTTVE WYE: JULY �, 1992 CRESCENT POINTE HOLDINGS, INC, 4. —•— — INDICATES CITY OF CIDME;E STATION cm' LSAT L'NE EMANUEL GLOCKZIN, JR., PRESIDENT DEVELOPED EAOi LOT OFW AT" R DRAINAGE RSRASrft LOT TO ACCOMMODATE TO STORM WATER RUNOFF FROM ro LOTS a ATY 4500 CARTER CREEK PARKWAY, SUITE 101 TOJACFNT IN THE SUBJET.T LOT, AND CONVEY RUHOFi TO OETFNTION FACILITY IN C0IUION SUWE '0. BRYAN, TEXAS 77802 AREA > PHONE: (979) 846-8878 6. SUBJFET TRACT IS ZONED A -P (A 10NISTRATNE-PROFESSIONU.), AND ALL BUILDING SETBACXS S94LL BE 9L cour4JANCE mTH SECMN 5.4 OF THE UWFIED W&LOPNEmT ORDNIANCE. 7 THE SHARED OWNERS OF EACH PRIVATE ACCESS EASEMENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF T tkT EASDIENT. I p,a�ftro�a>FrARlcwAr x1Lox.-leis Acylc A{AotaLli 901..4taral / A f � l i _ � OL L i t 1 CRY OF BRYAN FY A92 Ay.l Rol� iT "��o Ta;TY�O-F (#Avtwy COLLEGE STATKIN �1 , 1 lDi 3 t 1 tM . I1 , t J ti� AL,LA6.,. we AIED r9Rir n1,e9L�w .IouieTlaB 401.:rs vo IUll , 21.79ti '�_L�„ tAr19Tm i0rtTT8 I•H Ata 7seoN6 '� ti: Aux,I«Fc na ro.7'61 1 �a.A t - a ...d. _ -- --- _ _ - Nom, � ,•6 19 -. M"00 NQ 242 J1rt10�RQlt�_- Ii #t I T GOLLEQE STATION ,1 cw,:-Tt C, O.NLRRw — cemo TION STOC OF TD FlS 00w, a 60205 ' :.+.eaA F.M4. LTII, v 7'm UM4 tiW.na tY Xn Soh ares Pn Cn.ewn Fewer Ndal^9.. Ins. A Twtc C.Nso,a. o.rn,s ane e_topy. Y tM qM snesn a twp P.L w asayromA I,w.i. w ,hPw d Bhci t. Griot /wb 147ar Tto. m v. W d bMP 9144on. Ts+ms, CAM 'snow .trnw b rA,.utra n..+a A.vy 4earn.b tF ur w d tlr P rows oA A,ws aMr, was o,w,mtt. -,p— Prw• •,r•sn ,no.. M tM t+�ww .nt rnnaWo,bn e1.,ie wFsotn4- - _ Garr• H. O10NOA'C J. 919E a TDA6 OMW>vo 9d^n ns, iM uMviR`b wAl'sR'. sn N, emr tr+•�b „pwent uNw..t K Owectar..N, r,w. m m. !9 e. oN w,w,r dqw mtw h rbniW b ,ti Nrpoig mw,v,.d. w ativlw400b b m. tNn rr ...o.rt ,Jm stuns fA ,hs W.P.M tut ranNYs,bt ihrtin Yt1td am .q.. ,yr nmA 4wN wow 4w d 'g,,*'z5e 20W. ,umwi.911i!.CLR Addy Atar..rm+. Oswy. Tdr a+atmn.zu I� �� pmNms d Or Aw.+IN w4 Ssdq coF� d tlm aw d wR4/ M W eWcs,r1 F1e1 ttt 4,q oAWw.4 �>s,,/ytl��r�h�mm�/jL�M w 1M nsy d 2001.-- currcgE of a" D19AtP .6oaJ CRY Moro w tn. aty d o,A.F. 9NOm, Taos. A.." v4a NY. I& Aet w.+e,n•. t. ,M stn d ,I.. snaw.hh„ ftq. ". d m. aV d caw %a - w co9.rw cmftaoet OF mamm AI wm Boom 91ATE OF TDu4 co'— a 9.t2D3 t S. LL A4'e. Rslilrw Pv,.t•e.r twtd 9v ptr NA 200,\ h the Gxlt d Twee. IrYi n,Ay t,sA tM Pmt h e.n a+ ao+.a ..t w VsM•4 c.a w amr4 a'a d O.t tnt a,d pKMI mm.+a ow nwv.wn opmm or THE omm mm 1ttL, sr}� o STALL OF mvs tXaMY of Maio6 C-11 cwk hoxi Vet ter +ITh b osmCt— d aM+rniwten +04 fYl b nerd h mi MF dal d, 790. h Ct omlw ftm d bmw --A 7Lr h 1l4s W,.m " hm0 and d9rM Tel. rt r,y dAw Y Wfoh Ttsw. TABLE OF CONTENTS: SHEET 1 COVER SHEET SHEET 2 ORIGINAL PLAT SHEET 3 REPLAT "mm &w 14 2007 9)IPW 1T1>Q .1l� pt'+gW, LIST 91. 2001 wwErmD 7JH bTY COI.w4R9 J1 I�mcm 0094mgm comwm [ %1 FINAL PLAT BEING A REPLAT OF LOTS IR, 2R & 3R OF BLOCK 1 CRESCENT POINTE PHASE 2 15.09 ACRES J. W. SCOTT SURVEY, A--49 RICHARD CARTER SURVEY, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNED AND DEVELOPED BY: CRESCENT POINTE HOLDINGS, INC. EMANUEL GLOCKZIN, JR., PRESIDENT 4500 CARTER CREEK PARKWAY, SUITE 101 BRYAN, TEXAS 77802 (979)846-8878 SCALE: 1"-50' JULY, 2007 SHEET 1 OF 3 PREPARED BY: KUNG ENGINEERING k SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 m SOY.L 1'-00• i i AM w LDT ae Lam Acm 45 1435 1AGL4 LBF 1R aao J W. SMFT SUMIFY, A-0 _...7— L MCMW CARM? Mh?WY A-9 / s.� A,bLu c xl 1 �I FRM T A44EA 'E' ~ FAMM tat � ii �t`7"O 0 0 � yd5r s 4 } I 0MIGINAL FLAT VOL. 7604• P0. 278 SCALE: I -a50' 11 eoo toulr LLT 4 7.1D ACM F%%Re 101,0 SWIAATSDOM 1w*R S,.w 58001 L LOOM RADW DELTA 000 6Fl.IMIR S1ANSDKR WMIIDLE 70.%• ]015.00• 119'23• S 45IW4YE••70W STOW SD" uME l2aY! M&W 262741• 6 OOW22'E-42633. Gf24Ai•tM&W 47713. 571W'34'E^A24.SC TLTLNS09 PEDESTAL - 121E� flou ft" e �74RL 469LOV 466.05 6794'96' M 3621'57'0-45011' WIN �V B ME K~0R44R 93110e 1270.75 4144"61' 9 64'WWG-91056 L>� LIE _4 UOL7IC®LR10 an:tRC 1R{ 291.73.127L76' 13V529' 36275't 5'Er201.Ot POWM PDLE L04T POLE a UK ORNM IRYRN6E fACL" 042 ACRE c8 aj�a -4u ■WAM iW 14. 2007 1400RED AIRI2C MAY Cmun �Aoem ONAsMax�a7r�°7 rs N RNC®:.% 7. 8007 140AYOli OQ CRT 8101 4m RMR OOWD179 /1 FINAL PLAT BEING A REPLAT OF LOTS JR, 2R & 3R OF BLOCK i CRESCENT POINTE PHASE 2 15.09 ACRES J. W. SCOTT SURVEY, A-49 RICHARD CARTER SURVEY. A-8 COLLEGE STATION. BRAZOS COUNTY, TEXAS OWNED AND DEVELOPED BY: CRESCENT POINTE HOLDINGS, M. EMANIEL GLOCKZIN, JR.. PRESIDENT 4500 CARTER CREEK PARKWAY, SUITE ICI BRYAN, TEXAS 77802 (479) 846-8878 SCALE: i"-50' JULY. 2007 SHM 2 Of 3 PI .IED 93.: 4101 TEXAS M. + P.O. L10X 4234 + Ml5'ANj0M + PRA79/6N-4212 wr 6R 2.40 ACRE Y OURW TABLE-- AB.ECLRSf CL" LOOM RADW DELTA 000 6Fl.IMIR C 70.%• ]015.00• 119'23• S 45IW4YE••70W Q l2aY! M&W 262741• 6 OOW22'E-42633. Gf24Ai•tM&W 47713. 571W'34'E^A24.SC C4 S99A6 1" 7213.39' 63'OD171I-sf►9T - - CS M 121,3. 127175 64C1Y 763725-IM120.w 42i 469LOV 466.05 6794'96' M 3621'57'0-45011' C? 424,93. 3.1 40.00' 5221'32' M 1602-Er4163d M 93110e 1270.75 4144"61' 9 64'WWG-91056 C9 512AT 7270.75 23011D' S Sf1t'44'Er-500.52• 00 291.73.127L76' 13V529' 36275't 5'Er201.Ot ORNM IRYRN6E fACL" 042 ACRE c8 aj�a -4u ■WAM iW 14. 2007 1400RED AIRI2C MAY Cmun �Aoem ONAsMax�a7r�°7 rs N RNC®:.% 7. 8007 140AYOli OQ CRT 8101 4m RMR OOWD179 /1 FINAL PLAT BEING A REPLAT OF LOTS JR, 2R & 3R OF BLOCK i CRESCENT POINTE PHASE 2 15.09 ACRES J. W. SCOTT SURVEY, A-49 RICHARD CARTER SURVEY. A-8 COLLEGE STATION. BRAZOS COUNTY, TEXAS OWNED AND DEVELOPED BY: CRESCENT POINTE HOLDINGS, M. EMANIEL GLOCKZIN, JR.. PRESIDENT 4500 CARTER CREEK PARKWAY, SUITE ICI BRYAN, TEXAS 77802 (479) 846-8878 SCALE: i"-50' JULY. 2007 SHM 2 Of 3 PI .IED 93.: 4101 TEXAS M. + P.O. L10X 4234 + Ml5'ANj0M + PRA79/6N-4212 wr 6R 2.40 ACRE Y oc* 4, 51 Lot I 20M AM - ------------ --------------- ----- . ...... -- - ------- ------ --- Kow-m wt D VVU*d SM"KU IM QVMMM M1 01 w" on smm*vm w- EASDAW % Ile R 0 C24 goll lerr LAT 2R D.d1 AGES tuT 3m -W.Cft LOT 3R 1.75 A4`RLS 'fr- REPLAT SCAM. I'-Sw I It I ACM S I rg1 111 wny as qr nzn t;r' 0,1 tk—wou-i tit 4.4m lin $=.i iwm I. lot As a e 7e RAM QM Ad tI'MT p4 1 'MMU %A01 eppm, c"jj'LM USA;] [-it, 5­tj'. '"as ;. !X.ry ----- _- .................. A . ......... P CUMW TAK& A- — ----- - --------------------- -- - ------- — . . LUT BR 1dS Arras I or We am $Wntmm lkr. DA/A MUM SMI)MM N111U1 AREA b' / FAQ 0 10 x j7 �\ _ t I icy am crr xxm*Ailrr mc D/wA I If vrix am swiltmur %rpmym 51501,010mr, DIVA voum Soulif" Mown CI 7M35 'QMW 1192r %www9-70`.w C2 424.77 ONLOW W2r4r S A *MC E -42P -7r C3 IIA"I' 154500' 4Irtr S 71SC3"M&W 511.08 466.00' 771751• 569M2o*-S46.17 C5 12536. 0111106' 6.40',r . 73'JrWM-IM-W ca 4w10415.07S754W X 3"ft I*3r*.42i' Cl 4200 "am am -3r 0 1W4002Y,410011' cm Mow 011mar71'751' S 51*41W"t-17140 ON 1332V 05660 NMW I CIO 04.5s WAOW r40W 9 MSAS-E,1114.M C" M" 41500 513744• - 4a174d**-714M L12144.0;' MILOO' ""ww '4r M 14*35-m' 0, 28&W law "S#W N 10v0lec-171941 04 141.W4McW I 11'ror v 301115E-14IAW 05 191.3512N.70 I57W X 12VW4rf-*9LW 0422413. 1276.70 13CS 6VMn-2MW C17 2MM' 1270.7r r4eW , 71 Zl51'%.2t15r 32130 1276.71 143CW S 541WIZIE-..I' ,17.5rIM711' VIWW I IIIIW47'CM47.41' CH 1417,OLW 720'05•S 2ftWr2#'*.24 J1' C27 361x1' 46507 6Y43r3r 3 2w mg Kew unm MUM 01.11M U&M MMUMM RAMS 1167A OM KAMM M 244T 44500' MW N MV47-*-=4Y C24 =2r1M7V MTW 1 501231"C -Mar M 20"t' 121f6.70 1I550' . 51t1'02'9-=610 2W WIM PAIM UYL17Y LAMM UNE TABLE LOC plormom u "as• L2 M352d 1IKF7 L3 *5420tM*V 147-00 L4 MSS-,YftmE 45 " L5 &44-1116411! 25 0 ' L8 MWX'W 2507 L" S34:W10-If 127.00' 4*10wr IMPO' L2 S5431*04'1 20-07 LIP SXW,%-W JIM LII 664.3704E I&W 02 336275010 24 6 " 113 ..".4 11 0w 1,14 Mi&564 '?Sw LIS 364.31'O.1 ISOO - LIA swwm-w 2164• L17 5821511'M 26.06' LIS v072444 law * sumlew 21.w FAN"M PUL 2007 MODIFIED PULC U"M OMMUM AND ADOM vagm VMMM 00mumm ji WASM JUNE 7, 2W F06" PER C" 04*00" OMAOM it FINAL PLAT BEING A REPLAT OF LOTS IR, 2R & A OF BLOCK I CRESCENT POINTE PHASE 2 15.09 ACRES J. W. SCOTT SURVEY, A-49 RICHARD CARTER SURVEY, A-8 COLLEGE STATION, BRAIDS eouWy. TEXAS OWNED AND DEVELOPED BY: CRESCENT POINTE HOLDINGS, INC. EMANLIEL GLOCKZIN, JR., PRESIDENT 4SDO CARTER CREEK PARKWAY, SLATE lot BRYAN, TEXAS 77802 (979) 946-8878 SCALL. )'-W' JULY. 2007 SHEEr 3 OF 3 PFIEPAWD SII —niilt D'04"M1:201'TYM 4161 TDVA AY.I P.4 9011 4234 + MIMA4.11M + 01L27111M621; to