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TO in _ 4 FT. ,',1 ;; ri - ' ' ,,), 0 Vf ,n II 1 j •r 10 4 ;� BEGIN RADIUS BEGIN RADIUS ��C a ,v= t. • '. STA. 685.20 .m -� v . , --; STA.,686.28 • - ROPySIDEwALK r ' 'r' e wx4 r :, - �_____--__-_=- `-� R �50',FT. R_1• 30 FT. o, e - '_ == �' I l �, i`=ti v� '---.9- __ R 54.5 FT.fl , 5 s......',......--'--.. _ PI STA. 684.00.29 01 4 MEDIAN •5 4 1 ) (WALK RADIUS - — C 1 26 c. 685 + 00 END SIDEWALK RADIUS yi STA. 683.64 ig $ MEDIAN 66 o :o BEGIN RADIUS cr t is STA. 683.82.5 SEE DETAIL A R • 40 FT. i 4 104<1 W V, I. TIE TO � --- EXISTING 7 \ IU _____ __ f i °., j BEGIN RAD S .----0101111111111 ' II -- in.,- -- -- -- -- -- -- ., •_— • _ _ ��+t,', ' /l �F'• 685.62.5 0 . 0 �Pr 1•� 73.5 FT. RT. 'N .' • • - -- ••.,5 LK RADIUS 4stir 4 �I yl► , $ R • 83 FT. �� A• , CIM TS., • '.J ,\ = O FZ cONC -. `,"-_=-_BEI IN RET. WALL 88 (CONC. BLOCK) elf 23• A� • = S A. 686.70 EXISTING S10EwALK �° , / TO REMAIN (HATCHED) /v' O -.r 4 G) �2 : 1Q • '� TAPER SIDEWALK FROM TIE TO EXISTING A7 ROW _�' O / EXISTING WIDTH TO MATCH BEGIN RADIUS /c� r;' . -,• BACK OF ADA RAW Lk R • 125 FT. yo / / /~.i. �0 • R • 120 FT. /• " END RADIUS / ' / MATCH EXIST CURB0 20 40 80 FT SCALE: 1" = 40' (2) (6) (�) (7) r O [741' = al m m • I / c _ z r _/ m 1 1 I D I i o4-,r 2 "ga = r f,a `rA'`q' gel : ' '99 o � m � aa�s Nv a g - Exp "' 9,i �� k a<€ " ,, Z ni Cho= c tIfl ' TEXAS AV I \ U — (A.K.A. STATE HIGHWAY 6) _ (ASPI IALT PAVEMENT) P o Cw,.., c,,--) i: 1 Ae m e ,.. A ,. j11 ir ox \ s NF 1 Al. W26 z S r16TIJ mq - 1 1 mr "3 ¶ fTia1ia&i:;:a::..Hi::11v o ,,,, , 1 1101, ' g� ' A=,^ m T4s :.• �F'� \ $,s.,,...• r cgpivr,-4 <Ill 1:„-...,,,..,4 lig 1 • E'. x ID LIP 1 N .464Nikk, :titil I. 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Landscape Architect syn. revisions date wgh ,{I"881 `�. 1 ASIA, HOLLEMAN RETAIL CENTER 2001 TEXAS AVE.,COLLEGE STATION,TX 77055 RLwSED 3/I6/0S I Q L— dl.lr, ,;• lel dw5. stele: - 23WOODEDBROOKC E JAMES W.CHANG 5005 RIVERWAY,STA.250,HOUSTON TX 77056 RPASFD PIANTINY PFR CITY 4/7/C5 Hi 1 of 1-5-05 t"=2o' o" THE WOODLANDS,TEXAS 71 PONDEROSA LAND DEVELOPMENT COMPANY REVISED PL CALCS. PER CITY 1/28/05 I936)321-6322 plisi€4,5472 CELL(626)622-0361 50005 RIVERWAY uwE.SUITE 250,HOUSTON,MAS T/056 REVISED PL 5-31-05 v \ of. l'ir`cl'' / .., J•.:1 M049 R106621 19 . sf,:, g1 it i-, s, , R37928 111* R106620 /37926 4.i01: 'r r-019 /* t; R37938 yet, •:1Ms62 •55°. h% 0 # r A� •X` 7)\L' �jQ fr 4 ,4 .id R37925 . ,f °• R7785744' ' 47 '_ar h .,, 3 R37924 13 At .ii01 / At.',44.. v.).Ar V-070 *a, . 45.9, / Oo Iy�094 "► 440' /et S R39012 s'9 / �0 , `�S R39011 a r R3 NS ,5,7 0 .6 1.--.). N 1 s R9066414 _` / 1 inch equals 100 feet R90664 �, R39035 b1�°'0A. . t . . . , . . • -, ft I . 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' t !A ` 3d �:2,., Ff " a Mtn air',. `k \ . \ift b ,ytJt '0.xA, }�` --s N ,,...„ . Att. -• ‘, . . N, / ..,', \N<, .., -,, w..,-‘•• -1. / / ) , ,..,'„,,,,.....„. , ,, ,,,,•:. . \ ... ,<"„ , ,,,,,, . . . . .,,,,.., ....: ., . _ , , . ,„ , o'r 4,,40 a Si ,40 / , , l' • . i, =,1 ‘4; '17 C)— 0: '— ••1/4' ,, ''''44`i,\12. CI°'.1 DATE: 06/01/04 ` DR4WN: RLC , H:\DWG.1\TEXAS_-I\THA104A7.DWG ACK PLASTIC CHAIN TIE OF APPROVED EQUAL CURE TO STAKE WITH 1" GALV. ROOFING NAIL LODGE POLE PINE TREE STAKES ORIENT CONSISTANTLY AS DIRECTED BY LAND. ARCHITECT - SET POSTS PLUMB ONLY STAKE TREES 30 GAL. OR LARGER 1" MULCH LAYER OVER ROOTBALL AT TRUNK OF TREE RAINBIRD 1400 SERIES BUBBLER (:25 GPM) INSTALL TWO PER TREE (SEE IRRIGATION PLAN) 3" HIGH WATERING RING AT EDGE OF ROOTBALL TREE PLANTING MIX AS SPECIFIED FINISH GRADE 1 EXCAVATE TREE PIT IN DISH 1 SHAPE AS INDICATED - BOTTOM SHALL BE 6" LARGER THAN ROOTBALL - TOP SHALL BE DETERMINED BY ROOTBALL DEPTH SCARIFY ROOTBALL - SET 3" FLUSH WITH FINISH GRADE METAL EDGE TO BE 1/2" ABOVE PLANTING BED GRADE STEEL OR ALUMINUM ""- `Z /4" 3/4" ABOVE FINISH G1 16" LONG METAL STAK LOCATE ON PLANTING ALL METAL PAINTED D/ STEEL EDGE AND STAKING Scale: NTS (TYP.) INSTALL METAL HEADER BETWEEN ALL SHRUB — GROUND COVER BEDS AND LAWN AREAS. DET. #5/L-1 1 PLAN K PLASTIC TIE OF APPROVED EQUAL RE TO STAKE WITH 1" GALV. ROOFING NAIL GE POLE PINE STAKE, ORIENT SISTANTLY AS DIRECTED AND. ARCH. SET TS PLUMB Y STAKE TREES 30 GAL. OR LARGER 4ULCH LAYER OVER ROOTBALL RUNK OF TREE BIRD 1400 SERIES BUBBLER (.25 GPM) ALL TWO PER TREE (SEE IRRIGATION PLAN) -11GH WATERING RING AT E OF ROOTBALL PLANTING MIX AS SPEC'D SH GRADE OVATE TREE PIT IN DISH PE AS INDICATED - BOTTOM LL BE 6" LARGER THAN TBALL RIFY ROOTBALL - SET 3H WITH FINISH GRADE MULTI—TRUNK TREE PLANTING AND STAKING DETAIL Scale: NTS TA (TYP.) 18" O.0 LF 15 j HOLLEMAN 0 6 0 (46.7' WIDE ASPHALT PAVEMENT) INSTALL TURF ALONG HOLLEMAN TO BACK OF SIDEWALK 1 , LAWN LF 15 LF 10 F� LF 15 TA(TY •) 18" O.0 LF LF TA cn .� '$" °C E X I S T I N G FIRE LANE LANDSCAPE POINT CALCULATIONS SHRUB PLANTING DETAIL 2" MULCH LAYER OVER BED AREA AND 1" OVER ROOTBALL PLANTING PIT TO BE 2X SIZE OF ROOTBALL TAPER SIDES OF PLANTING PIT TO CREATE DISHED SHAPED HOLE WITH 6"COMPACTED BACKFILL AT BOTTOM OF HOLE. BACKFILL WITH PREPATED PLANTING MIX UNDISTURBED ROOT BALL, SET FLUSH WITH FINISH GRADE Scale: NTS SYM. SYM. SIZE SIZE NAME / TYPE NAME / TYPE QUANTITY QUANTITY POINT POINT POINTS POINTS N `— I— \O TREE PLANTING AND STAKING DETAIL — VALUE VALUE BOTANICAL / COMMON NAME SIZE a I-� LAWN 1 Scale: NTS �� D 2400 COLLEGE 5 CA ION O� QUERCUS VIRGINIANA - CANOPY QUERCUS VIRGINIANA / SO. LIVE OAK 3" CALIPER ~ DEVELOPWNT S II ccS 3" BALD CYPRESS / 8 150 1200 CALIPER0 TAXODIUM DISTICHUM I— Cn � LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE (Ti 3" CRAPE MYRTLE / 6 40 240 = CALIPER LAGERSTROEMIA INDICA BASHAM'S z J Lo - __N o Z _ - U C� PINK - NON -CANOPY W V) V 0 5 GALLON TEXAS SAGE 151 10 1510 Orf zLd W W <z LEUCOPHYLLUM FRUTESCENS - SH Li H > <` rn 0 i w w Q 0 5 GALLON TEXAS PRIVET / 152 2" MULCH LAYER OVER ALL BED AREAS 1550 C- W = LIGUSTRUM TEXANUM - SHRUB V zJ W Q� I 00 U 1 GALLON ASIAN JASMINE— L tl Q TRACHELOSPERMUM ASIATICUM- J 2E Q cii n 6" DEEP PLANTING BED - SCARIFY GROUND COVER W C) C) _LAWN I SUBGRADE BEFORE INSTALLING w j w w SOD PLANTS — — — Q w w u-1 w SCARIFY ROOTBALL AND SET Q:� � I FLUSH WITH FINISH GRADE Ln _ N-) LI < 0 2 GROUND COVER PLANTING DETAIL < Scale: NTS n 00 QV z I � PLAN K PLASTIC TIE OF APPROVED EQUAL RE TO STAKE WITH 1" GALV. ROOFING NAIL GE POLE PINE STAKE, ORIENT SISTANTLY AS DIRECTED AND. ARCH. SET TS PLUMB Y STAKE TREES 30 GAL. OR LARGER 4ULCH LAYER OVER ROOTBALL RUNK OF TREE BIRD 1400 SERIES BUBBLER (.25 GPM) ALL TWO PER TREE (SEE IRRIGATION PLAN) -11GH WATERING RING AT E OF ROOTBALL PLANTING MIX AS SPEC'D SH GRADE OVATE TREE PIT IN DISH PE AS INDICATED - BOTTOM LL BE 6" LARGER THAN TBALL RIFY ROOTBALL - SET 3H WITH FINISH GRADE MULTI—TRUNK TREE PLANTING AND STAKING DETAIL Scale: NTS TA (TYP.) 18" O.0 LF 15 j HOLLEMAN 0 6 0 (46.7' WIDE ASPHALT PAVEMENT) INSTALL TURF ALONG HOLLEMAN TO BACK OF SIDEWALK 1 , LAWN LF 15 LF 10 F� LF 15 TA(TY •) 18" O.0 LF LF TA cn .� '$" °C E X I S T I N G FIRE LANE LANDSCAPE POINT CALCULATIONS SHRUB PLANTING DETAIL 2" MULCH LAYER OVER BED AREA AND 1" OVER ROOTBALL PLANTING PIT TO BE 2X SIZE OF ROOTBALL TAPER SIDES OF PLANTING PIT TO CREATE DISHED SHAPED HOLE WITH 6"COMPACTED BACKFILL AT BOTTOM OF HOLE. BACKFILL WITH PREPATED PLANTING MIX UNDISTURBED ROOT BALL, SET FLUSH WITH FINISH GRADE Scale: NTS SYM. SYM. SIZE SIZE NAME / TYPE NAME / TYPE QUANTITY QUANTITY POINT POINT POINTS POINTS N `— I— o C.0 LO 0 — VALUE VALUE BOTANICAL / COMMON NAME SIZE a 3" SOUTHERN LIVE OAK / 16 150 2400 COLLEGE 5 CA ION CALIPER QUERCUS VIRGINIANA - CANOPY QUERCUS VIRGINIANA / SO. LIVE OAK 3" CALIPER ~ DEVELOPWNT S II ccS 3" BALD CYPRESS / 8 150 1200 CALIPER0 TAXODIUM DISTICHUM I— Cn � LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE (Ti 3" CRAPE MYRTLE / 6 40 240 CALIPER LAGERSTROEMIA INDICA BASHAM'S J Lo - __N o Z _ - U U F- F -U) PINK - NON -CANOPY W V) V 0 5 GALLON TEXAS SAGE 151 10 1510 Orf zLd W W <z LEUCOPHYLLUM FRUTESCENS - SH RUB H > <` rn 0 i w w o 0 5 GALLON TEXAS PRIVET / 152 10 1550 C- W = LIGUSTRUM TEXANUM - SHRUB V zJ W a I U 1 GALLON ASIAN JASMINE— L tl Q TRACHELOSPERMUM ASIATICUM- J 2E Q cii n o- GROUND COVER C) C) _LAWN I w w w w SOD HYBRID BERMUDA SOD LAWN — — — LAWN STREETSCAPE: TEXAS AVE. (118.72' / 25 = 5 STREET TREES) HOLLEMAN DR. (358.78-33= 325.78' / 32 = 10 STREET TREES) TOTAL POINTS REQUIRED: 58,006 S.F./1000 = 58.0 X 30 = 1740 POINTS FOR FRONTAGE OF RIGHT OF WAY (452.5/50=9.5 9.5 X 300= 2850) 1740 + 2850 = 4590 TOTAL POINTS REQ. TOTAL POINTS PROPOSED= 6900 (FRONTAGE POINTS 358.78' + 118.72' = 477.5' - 25' = 4525) (TYP.) INSTALL STEEL HEADER BETWEEN ALL SHRUB GROUND COVER BEDS AND LAWN AREAS. DET. #5/L-1 LF 18 LF 19� LAWN O O L(� T 8L LAWN LT 1 I LT OR � _ AT LO ® N `— I— o C.0 LO 0 — C5 O O L(� T 8L LAWN LT 1 I LT E Cn MATERIAL LEGEND � _ Ln LO N 0 N `— I— o C.0 LO 0 Q) C5 BOTANICAL / COMMON NAME SIZE 3 AUG 0 5 2005 V TREES FX- r` COLLEGE 5 CA ION rn QV QUERCUS VIRGINIANA / SO. LIVE OAK 3" CALIPER ~ DEVELOPWNT S II ccS O TAXODIUM DISTICHUM / BALD CYPRESS 3" CALIPER IIii— (-) i-- I— Cn � LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE W O W O >_ u' 0- F J Lo - __N o Z _ - U U F- F -U) W V) V < LUCL N v CIS = w �W- Orf zLd W W <z 17111 H > <` rn O i w w o 0 O O r n O V O C- W = cf) V zJ W a I U Z L tl Q J J 2E Q cii n o- CL C) C) i I w w w w O �n i Cf) Q w w w w cr, Q:� af I E Cn LAWN cJ N QV � 1 � Q� (TYP.) INSTALL METAL HEADER BETWEEN ALL SHRUB GROUND COVER BEDS AND LAWN AREAS. DET. #5/L-1 C:3; C V J REVIEWED FOR a� PLANT MATERIAL LEGEND � _ COMPLIANCE LO N 0 N `— I— o C.0 LO Q) C5 BOTANICAL / COMMON NAME SIZE 3 AUG 0 5 2005 V TREES FX- r` COLLEGE 5 CA ION rn QV QUERCUS VIRGINIANA / SO. LIVE OAK 3" CALIPER ~ DEVELOPWNT S II ccS O TAXODIUM DISTICHUM / BALD CYPRESS 3" CALIPER IIii— (-) i-- I— Cn � LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE W O W O >_ u' 0- F J Lo - __N o Z _ - U U F- F -U) W V) < LUCL N CIS = w �W- Orf zLd W W <z H > <` o¢ p LO o w CN 0 Z 0 O r n O V O C- W = W U Li U 2E Q 6 W J J O Q LAWN cJ N QV � 1 � Q� (TYP.) INSTALL METAL HEADER BETWEEN ALL SHRUB GROUND COVER BEDS AND LAWN AREAS. DET. #5/L-1 C:3; C V J REVIEWED FOR a� PLANT MATERIAL LEGEND � _ COMPLIANCE W 00 0 00 N 0 N `— I— ^II -0 �- Q) SYM. BOTANICAL / COMMON NAME SIZE 3 AUG 0 5 2005 V TREES COLLEGE 5 CA ION rn QV QUERCUS VIRGINIANA / SO. LIVE OAK 3" CALIPER 775-205T DEVELOPWNT S II ccS TD TAXODIUM DISTICHUM / BALD CYPRESS 3" CALIPER LI LAGERSTROEMIA INDICA BASHAM'S PINK/ CRAPE MYRTLE � 3+ TRUNKS MIN . SHRUBS / GROUND COVER 3 ' CALIPER TOTAL) LF LEUCOPHYLLUM FRUTESCENS / TEXAS SAGE 5 GAL. LT LIGUSTRUM TEXANUM / TEXAS PRIVET 5 GAL. TA TRACHELOSPERMUM ASIATICUM / ASIAN JASMINE 1 GAL. © 18" O.C. LAWN HYBRID BERMUDA SOD LAWN (BETWEEN CURB AND SHRUBS) Tree/Shrub Plant Callout Symbol NOTE: CALIPER SHALL BE MEASURED 12" FROM BASE OF TRUNK Plant Name Symbol NORTH OR TOP OF ROOT BALL. LI 1 Quantity SCALE: 1"=20'—O" NOTE: ALL PLANTING AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM ALL NON -CANOPY TREES MUST MEET THE MINIMUM CALIPER OF A SINGLE CANE. OF T£X \\ PROVIDE 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE or��p:•' '•.gstyt ROCK, OR A PERENNIAL GRASS REQUIRED FOR ALL PARKING LOT ISLAND SWALES AND DRAINAGE : ' '•,.1jI AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. ........................ ol WILLIAM G. HYNEK / INSTALL STEEL HEADER BETWEEN ALL LAWN AND SHRUB BEDS (TYPICAL). ��•••••'••••••••••'••••'••� 8�V'•. / 1881 �>li�s� pis TER �:� 4-ko- r N �- v� � _ ° I o W 00 0 00 N 0 N `— I— ^II -0 �- Q) E o 3 Q I Co 0 (D rn 0 job number 775-205T -�, 0 a m 3 -o E CDL a L f0 O_ 0 0 o_ 4-1 i a J o_ a J CL i L (O 0- U) 0 0 a_ 0 Q M U CD 0 L Q. STATE OF TEXAS COUNTY OF BRAZOS We Ponderosa Land Development Company, acting by and through James W. Chang, President of Ponderosa Land Development Company, hereinafter referred to as the owner and developer of the land shown on this plat, and designated herein as the POOH'S PARK PARTIAL REPLAT NO. 1 Subdivision to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, easements and public places thereon shown for the purpose and consideration therein expressed. By: Ponderosa Land Development Company James W. Chang President STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared James W. Chang, President of Ponderosa Land Development Company, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purposes and consideration therein stated. Given under my hand and seal on this __ day of 2004. Notary Public, State of Texas M J R G R r C r 0 R v J R V r Y j R A/ J C 0 J CERTIFICATE OF SURVEYOR OQ► �j +o , I, Mike Kurkowski, Registered Professional Land Surveyor No. 5101 in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. MIKE KURKOWSKI Texas Registration No. 5101 CERTIFICATE OF CITY ENGINEER _ City Fnqineer of the City of Colleqe Station, Texas hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station Texas APPROVAL OF PLANNING AND ZONING COMMISSION Chairman of the Planning and -Zoning Commission of the City of College Station, hereby certify that the attached plat was duly approved by the Commission on this_ day of 2004. Chairman Attest: City_Serretary APPROVAL OF THE CITY COUNCIL The attached plat was approved by the City Council of College Station on this____ day of _____—______- 2004, and conforms to the conditions and requirements imposed by the City of College Station Attest: City Secretary CERTIFICATE OF THE COUNTY CLERK Mayor City of College Station I, Karen McQueen, County Clerk, in and for said county, do hereby certify that this plat together with it's certificates of authentication was filed for record in my office this _--_ day of 2004, in the Official Records of Brazos County, Texas in Volume _ Page B.C.M.R. County Clerk Brazos County, Texas Lel Jy� s�C,o ' A �� ''p s � sr� T��a °'p tom' �J- SS• �d } �S �'4 �C' 'O•cc,�, yam, °•� MOST SOUTHERLY CORNER OF POOH'S PARK SUBDIV. VOL. 314, PG. 618, B.C.P.R. SFT �.E see• � fi 30 0 30 Feet S2' � IN, SCALE: 1 "=30' A Loi I 6 30 NORTH 308 a�' S PROJECT SITE ftpc PNW Aor, COLLEGE STATION, BRAZOS COUNTY, TEXAS VICINITY MmArmft NOT -TO -SCALE J_/1 J \''�/`� LEGAL DESCRIPTION / \ ?`99 ✓� A TRACT OR PARCEL CONTAINING 2.6647 ACRES OR 116,076 SQUARE FEET OF LAND, SITUATED IN THE MORGAN RECTOR SURVEY, ABSTRACT NO. 46, BRAZOS COUP TEXAS, BEING ALL OF LOTS 1, 2, 3, & 4 OF POOH S PARK SUBDIVISION, MAP R --PLAT THEREOF RECORDED IN VOL. -314, PG. 618; B:C.D.��.,`A� SE -AND i / "c\ EXCEr: THOSE CERTAIN TRACTS OF LAND CONVEYED TO THE STATE OF TEXAS FOR THE WIDEN NG OF TEXAS AVENUE (A.K.A. STATE HIGHWAY 6) IN VOL. 4320, PG. 47 AND VOL 5720, PG. 153, B.C.D.R., AND BEING THOSE SAME TRACTS OF LAND CONVEYED \ \ S TO ARVINDBHAI A. PATEL ET UX IN VOL. 4302, PG. 85, VOL. 4264, PG. 62, AND VOL. 1187, PG. 692, B.C.D.R., WITH SAID 2.6674 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: \ F / a• BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE SOUTHEASTERLY RIGHT OF WAY / y0. LINE OF HOLLEMAN DRIVE, BASED ON A WIDTH OF 60 FEET, MARKING THE COMMON NORTHWESTERLY CORNER OF LOTS 4 AND 5 OF SAID POOH'S PARK, FOR THE \ S• / JQ°' A, MOST NORTHERLY CORNER OF THE HEREIN DESCRIBED TRACT; \ / / THENCE SOUTH 48 DEG. 28 MIN. 20 SEC. EAST, ALONG AND WITH THE COMMON LINE \ / BETWEEN SAID LOTS 4 AND 5, A DISTANCE OF 299.95 FEET TO A 5/8 INCH IRON \ / / ROD FOUND ON THE NORTHWESTERLY LINE OF RICHARDS SUBDIVISION, MAP OR PLAT THEREOF RECORDED IN VOL. 137, PG. 25, B.C.P.R., MARKING THE COMMON \ °s SOUTHEAST CORNER OF SAID LOTS 4 7 5, FOR THE MOST EASTERLY CORNER OF THE \ 'e• HEREIN DESCRIBED TRACT; \/ THENCE SOUTH 41 DEG. 31 MIN. 31 SEC. WEST, ALONG AND WITH THE / \ SOUTHEASTERLY LINE OF SAID LOTS 1-4, SAME BEING THE SAID NORTHWESTERLY / \ \ LINE OF RICHARDS SUBDIVISION, A DISTANCE OF 385.85 FEET TO A 5/8 INCH IRON / ROD SET ON THE CURRENT NORTHEASTERLY RIGHT OF WAY LINE OF SAID TEXAS / \ AVENUE, MARKING THE MOST SOUTHERLY CORNER OF THE HEREIN DESCRIBED TRACT; / THENCE NORTH 49 DEG. 33 MIN. 12 SEC. WEST, ALONG AND WITH THE SAID / \ NORTHEASTERLY RICIIT OF WAY LINE OF TEXAS AVENUE, A DISTANCE OF 268.59 FEET / TO A CONCRETE T.X.D.O.T. MONUMENT FOUND MARKING THE SOUTHEAST CUTBACK / \ CORNER OF THE INTERSECTION OF THE SAID NORTHEASTERLY RIGHT OF WAY LINE OF / TEXAS AVENUE, WITH THE SAID SOUTHEASTERLY RIGHT OF WAY LINE OF HOLLEMAN / A, DRIVE, FOR CORNER; / O THEN::_-_ NORTH 03 DEG. 15 MIN. 44 SEC. WEST, ALONG AND WITH SAID CUTBACK, A / DISTANCE OF 44.57 FEET TO A 5/8 INCH IRON ROD SET MARKING THE NORTHWEST / CUTBACK CORNER OF SAID INTERSECTION, FOR THE MOST WESTERLY CORNER AND / POINT OF CURVATURE OF THE HEREIN DESCRIBED TRACT; / THENCE IN A NORTHEASTERLY DIRECTION, ALONG THE SAID SOUTHEASTERLY RIGHT OF / WAY LINE OF HOLLEMAN DRIVE, AN ARC DISTANCE OF 1.25 FEET, WITH A CURVE TO / THE RIGHT, HAVING A RADIUS OF 50.00 FEET, SUBTENDING A CENTRAL ANGLE OF 01 / DEG. 25 MIN. 58 SECONDS, AND HAVING A CHORD BEARING AND DISTANCE OF NORTH / \ 40 DEG. 48 MIN. 32 SEC. EAST, A DISTANCE OF 1.25 FEET TO A POINT OF / \ TANGENCY, FROM WHICH A 1/2 INCH IRON ROD BEARS FOR REFERENCE AT SOUTH 58 / DEG. 18 MIN. WEST, 0.4 FEET; / THENCE NORTH 41 DEG. 31 MIN. 31 SEC. EAST, ALONG AND WITH THE SAID / SOUTHEASTERLY RIGHT OF WAY LINE OF HOLLEMAN DRIVE, A DISTANCE OF 358.03 / \ FEET TO THE POINT OF BEGINNING AND CONTAINING 2.6647 ACRES OR 111,076 / \ SQUARE FEET OF LAND. F I A L P POOH'S PARK PARTIAL REPLAT NO. 1 GENERAL NOTES \ \ 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL \ ZONE. 2• THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) BLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 480041 0144C, REVISED JULY 02, 1992. 3• SUBJECT TO A 10 FOOT WIDE EASEMENT GRANTED TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST IN VOL. 313, PG. 209, B.C.D.R. (SAID EASEMENT LIES WITHIN THE EXISTING RIGHT OF WAY OF STATE HIGHWAY 6) 4• SUBJECT TO A EASEMENT GRANTED TO THE CITY OF BRYAN IN VOL. 98, PG. 214, B.C.D.R. (APPEARS TO BE BLANKET IN NATURE) CURVE CHART CURVE ABBREVIATIONS FND — FOUND B.C.D.R. — BRAZOS COUNTY DEED RECORDS O.P.R.B.C. — OFFICIAL PUBLIC RECORDS BRAZOS COUNTY IP — IRON PIPE IR — IRON ROD No. — NUMBER PG. — PAGE R.O.W. — RIGHT-OF—WAY SQ. FT. — SQUARE FEET VOL. — VOLUME s � sr� T��a °'p tom' �J- SS• �d } �S �'4 �C' 'O•cc,�, yam, °•� MOST SOUTHERLY CORNER OF POOH'S PARK SUBDIV. VOL. 314, PG. 618, B.C.P.R. SFT �.E see• � fi 30 0 30 Feet S2' � IN, SCALE: 1 "=30' A Loi I 6 30 NORTH 308 a�' S PROJECT SITE ftpc PNW Aor, COLLEGE STATION, BRAZOS COUNTY, TEXAS VICINITY MmArmft NOT -TO -SCALE J_/1 J \''�/`� LEGAL DESCRIPTION / \ ?`99 ✓� A TRACT OR PARCEL CONTAINING 2.6647 ACRES OR 116,076 SQUARE FEET OF LAND, SITUATED IN THE MORGAN RECTOR SURVEY, ABSTRACT NO. 46, BRAZOS COUP TEXAS, BEING ALL OF LOTS 1, 2, 3, & 4 OF POOH S PARK SUBDIVISION, MAP R --PLAT THEREOF RECORDED IN VOL. -314, PG. 618; B:C.D.��.,`A� SE -AND i / "c\ EXCEr: THOSE CERTAIN TRACTS OF LAND CONVEYED TO THE STATE OF TEXAS FOR THE WIDEN NG OF TEXAS AVENUE (A.K.A. STATE HIGHWAY 6) IN VOL. 4320, PG. 47 AND VOL 5720, PG. 153, B.C.D.R., AND BEING THOSE SAME TRACTS OF LAND CONVEYED \ \ S TO ARVINDBHAI A. PATEL ET UX IN VOL. 4302, PG. 85, VOL. 4264, PG. 62, AND VOL. 1187, PG. 692, B.C.D.R., WITH SAID 2.6674 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: \ F / a• BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE SOUTHEASTERLY RIGHT OF WAY / y0. LINE OF HOLLEMAN DRIVE, BASED ON A WIDTH OF 60 FEET, MARKING THE COMMON NORTHWESTERLY CORNER OF LOTS 4 AND 5 OF SAID POOH'S PARK, FOR THE \ S• / JQ°' A, MOST NORTHERLY CORNER OF THE HEREIN DESCRIBED TRACT; \ / / THENCE SOUTH 48 DEG. 28 MIN. 20 SEC. EAST, ALONG AND WITH THE COMMON LINE \ / BETWEEN SAID LOTS 4 AND 5, A DISTANCE OF 299.95 FEET TO A 5/8 INCH IRON \ / / ROD FOUND ON THE NORTHWESTERLY LINE OF RICHARDS SUBDIVISION, MAP OR PLAT THEREOF RECORDED IN VOL. 137, PG. 25, B.C.P.R., MARKING THE COMMON \ °s SOUTHEAST CORNER OF SAID LOTS 4 7 5, FOR THE MOST EASTERLY CORNER OF THE \ 'e• HEREIN DESCRIBED TRACT; \/ THENCE SOUTH 41 DEG. 31 MIN. 31 SEC. WEST, ALONG AND WITH THE / \ SOUTHEASTERLY LINE OF SAID LOTS 1-4, SAME BEING THE SAID NORTHWESTERLY / \ \ LINE OF RICHARDS SUBDIVISION, A DISTANCE OF 385.85 FEET TO A 5/8 INCH IRON / ROD SET ON THE CURRENT NORTHEASTERLY RIGHT OF WAY LINE OF SAID TEXAS / \ AVENUE, MARKING THE MOST SOUTHERLY CORNER OF THE HEREIN DESCRIBED TRACT; / THENCE NORTH 49 DEG. 33 MIN. 12 SEC. WEST, ALONG AND WITH THE SAID / \ NORTHEASTERLY RICIIT OF WAY LINE OF TEXAS AVENUE, A DISTANCE OF 268.59 FEET / TO A CONCRETE T.X.D.O.T. MONUMENT FOUND MARKING THE SOUTHEAST CUTBACK / \ CORNER OF THE INTERSECTION OF THE SAID NORTHEASTERLY RIGHT OF WAY LINE OF / TEXAS AVENUE, WITH THE SAID SOUTHEASTERLY RIGHT OF WAY LINE OF HOLLEMAN / A, DRIVE, FOR CORNER; / O THEN::_-_ NORTH 03 DEG. 15 MIN. 44 SEC. WEST, ALONG AND WITH SAID CUTBACK, A / DISTANCE OF 44.57 FEET TO A 5/8 INCH IRON ROD SET MARKING THE NORTHWEST / CUTBACK CORNER OF SAID INTERSECTION, FOR THE MOST WESTERLY CORNER AND / POINT OF CURVATURE OF THE HEREIN DESCRIBED TRACT; / THENCE IN A NORTHEASTERLY DIRECTION, ALONG THE SAID SOUTHEASTERLY RIGHT OF / WAY LINE OF HOLLEMAN DRIVE, AN ARC DISTANCE OF 1.25 FEET, WITH A CURVE TO / THE RIGHT, HAVING A RADIUS OF 50.00 FEET, SUBTENDING A CENTRAL ANGLE OF 01 / DEG. 25 MIN. 58 SECONDS, AND HAVING A CHORD BEARING AND DISTANCE OF NORTH / \ 40 DEG. 48 MIN. 32 SEC. EAST, A DISTANCE OF 1.25 FEET TO A POINT OF / \ TANGENCY, FROM WHICH A 1/2 INCH IRON ROD BEARS FOR REFERENCE AT SOUTH 58 / DEG. 18 MIN. WEST, 0.4 FEET; / THENCE NORTH 41 DEG. 31 MIN. 31 SEC. EAST, ALONG AND WITH THE SAID / SOUTHEASTERLY RIGHT OF WAY LINE OF HOLLEMAN DRIVE, A DISTANCE OF 358.03 / \ FEET TO THE POINT OF BEGINNING AND CONTAINING 2.6647 ACRES OR 111,076 / \ SQUARE FEET OF LAND. F I A L P POOH'S PARK PARTIAL REPLAT NO. 1 GENERAL NOTES \ \ 1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL \ ZONE. 2• THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) BLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 480041 0144C, REVISED JULY 02, 1992. 3• SUBJECT TO A 10 FOOT WIDE EASEMENT GRANTED TO GENERAL TELEPHONE COMPANY OF THE SOUTHWEST IN VOL. 313, PG. 209, B.C.D.R. (SAID EASEMENT LIES WITHIN THE EXISTING RIGHT OF WAY OF STATE HIGHWAY 6) 4• SUBJECT TO A EASEMENT GRANTED TO THE CITY OF BRYAN IN VOL. 98, PG. 214, B.C.D.R. (APPEARS TO BE BLANKET IN NATURE) CURVE CHART CURVE RADIUS 1 DELTA ARC BEARING 1 CHORD C1 50.00 01°25'58" 1.25 N 40048'32" E 1.25 A SUBDIVISION OF 2.6647 ACRES BEING A REPLAT OF LOTS 14, BLOCK 1 OF POOH'S PARK SUBDIVISION, SECTION ONE VOL. 314, PG. 616, B.C.D.R. SITUATED IN THE MORGAN RECTOR SURVEY, ABSTRACT NO. 46 CITY OF COLLEGE STATION BRAZOS COUNTY, TEXAS REASON FOR REPLAT: 2 COMBINE LOTS 14, BLOCK 1 INTO 2 COMMERCIAL LOTS 2 LOTS 1 BLOCK JUNE 02, 2004 Owner / Developer Ponderosa Land Development Company 5005 Riverway # 250 Houston, Texas 77056 713-626-9336 Surveyor /I/ Windrose Land Services, Inc. o Jr 10675 Richmond Ave., Bldg No. 7 Houston, Texas 77042 Phone (713) 458-2282 Fax (713) 461-1151 S Professional Surveying and Engineering Services STM SWR MI -I RIM=313.46' FL SE=309.92' vVAILk UNDERGROUND TELEPHONE STM SWR MH I I STM SWR MH RIM=313.29' RIM=313.17' FL NE=309.30'FL 18" E=309.'0' FL NW=309.26' ''AFL. SW=*309.40' {4� I'l NW=309.6:" WATER (PLAN) T81.1 #2 1 1 CIT "El"011 SIDE STM SVvR RIM=313.-:,`' OF lliLE FL 18" V, I ELEV= 13. 3 Cl 0. PED XING GAS Al IIS A S P I N G HOLLEMAN DRIVE SAN SWR Mit (6 0' R. 0. W. RIM - 31 .1. 0 iL 6" - NE- 3b*/.19' FL 6" SE=307.35' DELTA ARC BEARING CHORD S 41'3 m 0 1.25 x 0 Ito W 0 Of= UNDERGROUND 4v TELEPHONE W z 0 w -- Z z m UNDERGROUND POWER I >W z 00� CSPEED LIMIT --N > M = Q > z 0U z 0 -cl 0 ca 6' 0 04 > 1?01, w < — Z w (L GAS — z w m OOLd z 9 0 w a: 0 W IIS A S P I N G HOLLEMAN DRIVE SAN SWR Mit (6 0' R. 0. W. RIM - 31 .1. 0 iL 6" - NE- 3b*/.19' FL 6" SE=307.35' DELTA ARC BEARING CHORD S A S P I N G HOLLEMAN DRIVE SAN SWR Mit (6 0' R. 0. W. RIM - 31 .1. 0 iL 6" - NE- 3b*/.19' FL 6" SE=307.35' GRAPHIC SCALE: 1"=20' 20 0 20 40 80 Feet A S 11 i 1 1 d 1 N G 11 F -IDE" ON TOP F! 'it FiPE HYDRAN11 1.'., —515.16 7d� MI I -313.27' wma12 -c DELTA ARC BEARING CHORD S 41'3 '31 1 V 338.67' N 40048'32" E 1.25 W 0 Ito W 0 Of= 25' 1 4v W z 0 w -- Z z GRAPHIC SCALE: 1"=20' 20 0 20 40 80 Feet A S 11 i 1 1 d 1 N G 11 F -IDE" ON TOP F! 'it FiPE HYDRAN11 1.'., —515.16 7d� MI I -313.27' wma12 -c DELTA ARC BEARING CHORD S 41'3 '31 1 V 338.67' N 40048'32" E 1.25 W 0 Ito W 0 Of= GRAPHIC SCALE: 1"=20' 20 0 20 40 80 Feet A S 11 i 1 1 d 1 N G 11 F -IDE" ON TOP F! 'it FiPE HYDRAN11 1.'., —515.16 7d� MI I -313.27' wma12 -c DELTA ARC BEARING CHORD S 41'3 '31 1 V 338.67' N 40048'32" E 1.25 W 0 w !i:;� W 0 Of= 4v W z 0 w -- Z z >W W=) F- 00� 4� Ijj cl) az = Q a. UJ 0U z 0 qA 0 U) Z W w w w Z w (L W Z O 30 NORTH @) PROJECT SITE ROCKPR41Rte RD. @6 COLLEGE STATION, BRAZOS COUNTY, TEXAS VICINITY MAP NOT -TO -SCALE I RF IAINIHC WAI I w/ww)UGI I r Ilmi'l Ili w clrrrrRFn zU) DELTA ARC BEARING CHORD Cl 50.00 01-25-58" Z N 40048'32" E 1.25 W 0 w !i:;� W 0 Of= W z 0 w -- Z z >W W=) F- 00� 4� Ijj cl) az = Q a. UJ 0U z 0 0 U) Z W w w w Z w (L W Z w OOLd z 9 0 w a: RF IAINIHC WAI I w/ww)UGI I r Ilmi'l Ili w clrrrrRFn zU) CURVE CHART CURVE RADIUS DELTA ARC BEARING CHORD Cl 50.00 01-25-58" 1.25 N 40048'32" E 1.25 W W Z z 00� 4� = Q a. UJ w U) W U) 0 W LLJ to j C6 0 hs OD tp 0 rn '0 TC - TOP OF CURB SAI! G - GUTTER Rllvl= - BOLLARD FL 8" 506.98' Fl- 6" -507.28' co - CLEANOUT FL 8" to 0 EB - ELECTRIC BOX to Fl- 6" 15'. 0 TSJB - TRAFFIC SIGNAL JUNCTION BOX ;0 - FIRE HYDRANT UGM - GAS METER SGV - GAS VALVE Z 0 GAE— - GUY ANCHOR HANDICAP w U) (.) INLET cl) z 0 QW LIGHT POLE — U) MANHOLE > *PP - POWER POLE Lij STP - TELEPHONE POLE *MP - METER POLE I - SIGN p— - OVERHEAD POWER LINE cWM -WATER METER < *WV - WATER VALVE *SV - SPRINKLER VALVE b - WROUGHT IRON FENCE z - WOOD FENCE I I I I I SAN SWR MH - SANITARY SEWER MANHOLE STM SWR MH - STORM SEWER MANHOLE WILS PROJECT No: 36470LC CURVE CHART CURVE RADIUS DELTA ARC BEARING CHORD Cl 50.00 01-25-58" 1.25 N 40048'32" E 1.25 DATE: AUGUST 2004 DRAWN BY: AH CHECKED BY: JD SHEET ET No. OF I I i i i I I i i I I I i I i I I I I _ m m 11 SPACES' -Z' -O" = 99'-0" 9'-0" I1 SPACES 9'-0"99'-0" 9'-0" 9 SPACES 9'-0" - 81'-0"LO I 0 'N ,p N S SPACES = 80'-0" —.y -011"S SPACES 9'-0" = i2'-0" -0" 28'-C " 9'-0" SP,AGES e N 9'-0' _ 4F>' -O"'- 5'- "O I 0J N ATM CO 1 •' - -- I W W A X 1010-1 5.1=. n - �/ -0' 2S'-0'- " i4 " ' " 28'x020' " -' 11 LU _1 c� W 4 AGES 9'-0" = 36_ - - — N U1 tu j— >- U i� Z V J X" W .. 26_S i L V I (EXISTING HOTEL PARKING AREA) I I I I I i REVISIONS: ( ,4V,41L/45LE LEASE= 10,101 61= 5,4N< = 2.001 S.F. (8 CARS a 1/250) RETAIL = 8,100 S.F. 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TELEPHONE I OF INLET r Ell .' 313.34- R M=31.5..; FL. 18" V. X F- 0 UNDERGROUND _ POWER •�� js PED XING -� GAS -j A S P L V I N G SAN SWR Mi i RIM=314.07' F[ 6" NE=307.19' 6" SE=307.35' - -- w ®vdna v7M - -- - -- wv HOLLEMAN DRIVE ' (60' R.O.W.) -n W Rim- 313-27' - 2 FI I11. 505.34' - C F I S W .505.30' Z W II- SL 305.35' - TRAFFIC SIGNAL JUNCTION BOX rn �0 � xY� w _ 30 W I - HANDICAP 25' - INLET 7w ` UNDERGROUND_ �.i Wz a. TELEPHONE - POWER POLE C X F- 0 UNDERGROUND _ POWER •�� z O W '^ C SPEED LIMIT - FA rn - SPRINKLER VALVE -� f) EL Z CO a - WOOD FENCE z U) 0 00 Z wQ v 0 LJ. W n. ~J _ . o O D r _1 0 N.�6' LEGEND _ O W4 n TC -TOP OF CURB < A GAS- rn A S P L V I N G SAN SWR Mi i RIM=314.07' F[ 6" NE=307.19' 6" SE=307.35' - -- w ®vdna v7M - -- - -- wv HOLLEMAN DRIVE ' (60' R.O.W.) -n Y WATER (PLAN) ---- GRAPHIC SCALE: 1"=20' 20 0 20 40 80 Feet IBM j/1 "1=11 1= " OIJ 101' f I C)I I OF I-IYDRAI\II 11 C1FV 315.16' FH¢ - ---j A. S 1' 1i A L I P A V 1 N G VJA ii i,, Tri Ani) SAN SWIR Mll W Rim- 313-27' - 2 FI I11. 505.34' - I F I S W .505.30' Z W II- SL 305.35' - TRAFFIC SIGNAL JUNCTION BOX 0 - � O ZU w _ � wv W I - HANDICAP 25' - INLET 7w ` Z �.i Wz a. Y - POWER POLE Y WATER (PLAN) ---- GRAPHIC SCALE: 1"=20' 20 0 20 40 80 Feet IBM j/1 "1=11 1= " OIJ 101' f I C)I I OF I-IYDRAI\II 11 C1FV 315.16' FH¢ - ---j A. S 1' 1i A L I P A V 1 N G VJA ii i,, Tri Ani) SAN SWIR Mll W Rim- 313-27' - - BOLLARD FI I11. 505.34' - _ F I S W .505.30' Z W II- SL 305.35' - TRAFFIC SIGNAL JUNCTION BOX 0 - � O ZU w - GAS VALVE � wv W I - HANDICAP . - INLET 7w ` Z �.i Wz a. Y - POWER POLE U X F- 0 n Y . •�� w r W B - BOLLARD 41'3 131" .67 _ - - Z W - - TRAFFIC SIGNAL JUNCTION BOX 0 - � O ZU w - GAS VALVE � wv W k - HANDICAP . - INLET 7w ` Z �.i Wz a. Y - POWER POLE U X F- 0 I �H z O W awm L LF- Z U) FA w W w W i2 - SPRINKLER VALVE -� f) EL Z CO //— - WOOD FENCE z - SANITARY SEWER MANHOLE STM SWR MH 00 Z wQ 0 LJ. W n. ~J Ill I AINIHG WAI I w/WROUGI-I 1 IRON if NCI CENTERED 1, J 01. RIM- .51 FL 8" .98' FL 6" SF B' FL. 8" S .:i6' tp FL 6" „ '.15' t0 30 NORTH 308 �• s NL„ PROJECT SITE ftC` Pf 'e RD. 6 COLLEGE STATION, BRAZOS COUNTY, TEXAS VICINITY MAP NOT -TO -SCALE G W B - BOLLARD a _ - - Z W - - TRAFFIC SIGNAL JUNCTION BOX 0 - W O ZU w - GAS VALVE W W k - HANDICAP . - INLET 7w ` Z �.i Wz a. Opp - POWER POLE U X F- 0 I �H z O W awm L LF- Z U) FA w W w W i2 - SPRINKLER VALVE -� f) EL Z CO //— - WOOD FENCE z - SANITARY SEWER MANHOLE STM SWR MH 00 Z wQ 0 LJ. 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V t ,41h'I""1 ♦ � 404 LIMIT \\ \1 RETAINING WALLSPEED W/WROUGHT IRO N FENCE CENTERED 10�p� O c� a \ .O S c�R sURY A� RA,� r N �e BN,.R A z O S \ STM SMR MH \ RIM-313.46'�rN•.;'.:, . \ FL SE -309.92' toI3M. 7W GRATE MIiT n' T.D.G.-314,04' 31 d \ \ "� ..7'`,•, FULL OF MUD i t LfYr HANDICAP _'14. UNDERCIIOUND\ liP1i0� �g' RAMP �f fi.'e;�' 1l L TELEPHONE t, ✓rL'�f�`"fk+F+xXLI ;° a i Ka f a,f' ' p, . 31 -313.60 tt. � , _ C , 4 14.79 31 MIMw 2V 4.25 %L-3�9. PLANTER W$ J'; NEATER (PLAN . o " J14�1 1G-J14.Ei '. 0 314.1E C-314 N 03'1 44 \ , SIG '% \ 33314.75 14.24 3 44: 'I,"1i \ EB\ \ N7 4 C, \ ease+ 1 ; 331 00. � P � ad � , Q�,r d�' n J \ \ • .; \, : • r `� .tis w �►� DEED LIWT. , aJ iZi� Q,4r ro•31/ v o.1 41 . AN SWR MANHOLE Jti. h RIM -311.95' 14P.-305.49' 8' N-305.49' FL 8' NE -302.05' FL 8' SE -301.85' Mosr sc�u3t.1� w P311 6N f-wAT= (PL+w► %OCL 314s;'.. WA1R loCappight 2004 WIndro" Land Services, Inc. AN rights reserved. \ s11 `gyp SWR R MH RIM ' 315.03' 8 C1 \ �'p� • FL s' sE-307.28' ^ T• \ J FL 8' S-307.26' J FL 6' SW -307.15' / 0-314. CURVE CHART GRAPHIC SCALE: 1'=30' 30 0 30 60 90 Feet GENERAL NOTES 1. SURVEYOR DID NOT ABSTRACT SUBJECT PROPERTY. THIS SURVEY WAS PREPARED WITH INFORMATION CONTAINED IN TITLE COMMITMENT GF NO. 00040639 OF UNIVERSITY TITLE COMPANY, EFFECTIVE DATE OF FEBRUARY B. 2004. 2. BEARINGS WERE BASE[ ON POOH'S PARK SUSDIVISION PARTI,kL REPLAN' NO. 1 VOLUME 314, PAGE 618, BRAZOS COUNTY DEED RECORDS. 3. THE SUBJECT TRACT IS LOCATED IN ZONE -X- (UNSHADED) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 480083 0144C, REVISED JULY 2, 1992. ZONE DETERMINATION WAS DONE BY GRAPHIC PLOTTING ONLY, WE DO NOT ASSUME RESPONSIBILITY FOR EXACT DETERAINATION. ZONE -X (UNSHADED) IS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. 4. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 USING TRIMBLE GPS RECEIVERS. ELEVATIONS SHOWN TO THE NEAREST TENTH ARE NATURAL GROUND SURFACE ELEVATIONS AND ELEVATIONS SHOWN TO THE NEAREST HUNDREDTH ARE SOLID SURFACE ELEVATIONS. 5. SANITARY, ELECTRIC, AND WATER LINES SHOWN HEREON ARE RASED ON UTILITY R POSSIBLE o / 6 30 NORTH 308 �• s 6 PROJECT SITE ftcK oux O COLLEGE STAT01 BRAZOS COUNTY, TEXAS VICINITY MAP HOT -TO -SCALE PLANS ACQUIRED FROM THE CITY OF COLLEGE STATION AND WERE FIELD V,.RIF:ED WHE E UNDERGROUND GAS, ELECTRIC, AND TELEPHONE UNES ARE BASED ON PAINT MARKS AND PIN FLAGS LEGAL DESCRIPTION FOUND ON THE GROUND AT TIME OF SURVEY. OTHER UTIUTY PIANS OR INFORMATION MAY EXIST NOT KNOWN TO THIS COMPANY. 6. SURVEYOR DID NOT PHYSICALLY ENTER MANHOLES. UNDERGROUND PIPE SIZES WERE DETERMINED A TRACT OR PARCEL CONTAINING 2.6647 ACRES OR 116,076 SQUARE FEET BY A -MEASURE DOWN- METHOD FROM TOP OF MANHOLE RIM OR TOP OF GRATE OR TOP OF CURB OF LAND, SITUATED IN THE MORGAN RECTOR SURVEY, ABSTRACT NO. 46, BRAZOS AND WERE COMPARED WITH UTIUTY PLANS WHERE POSSIBLE. COUNTY, TEXAS, BEING ALL OF LOTS 1, 2, 3, do 4 OF POOH'S PARK SUBDIVISION, MAP OR PLAT THEREOF RECORDED IN VOL. 314, PG. 618, B.C.D.R., SAVE AND 7. ENVIRONMENTAL AND DRAINAGE ISSUES ARE BEYOND THE SCOPE OF THIS SURVEY. EXCEPT THOSE CERTAIN TRACTS OF LAND CONVEYED TO THE STATE OF TEXAS FOR THE WIDENING OF TEXAS AVENUE (A.K.A. STATE HIGHWAY 6) IN VOL. 4320, PG. 47 AND VOL. 5720, PG. 153, B.C.D.R., AND BEING THOSE SAME TRACTS OF LAND CONVEYED ti �& / ,gyp• \, y, LEGEND TC - TOP OF CURB G - GUTTER 9 - BOLLARD .co - CLEANOUT DEB - ELECTRIC BOX DTSJB - TRAFFIC SIGNAL JUNCTION BOX �FH - FIRE HYDRANT oGM - GAS METER eGV - GAS VALVE _ GAi-- - GUY ANCHOR - HANDICAP ® - INLET ALF' - LIGHT POLE O - MANHOLE SPP - POWER POLE •TP - TELEPHONE POLE •MP - METER POLE a - SIGN —p - OVERHEAD POWER LINE DWM - WATER METER 0WV - WATER VALVE *SV - SPRINKLER VALVE -- t - WROUGHT IRON FENCE. --//— - WOOD FENCE SAN SWR MH - SANITARY SEWER MANHOLE STM SWR MH - STORM SEWER MANHOLE _:TO_ARVII`sDBHA1 _A P-ATEL Et_UX IN VOL.. 4302, PG. 85, VOL.. 4264, PC, 62, AND VOL. 1187, PG. 692, mu.D.R., WITH SAID 2.6647 AC E PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE SOUTHEASTERLY RIGHT OF WAY UNE OF HOLLEMAN DRIVE, BASED ON A WIDTH OF 60 FEET, MARKING THE MOST NORTHERLY CORNER OF SAID LOT 4, BEING THE MOST WESTERLY CORNER OF LOT 5 CONVEYED IN VOL. 1909, PG 41, B.C.D.R. OF SAID POCH'S PARK, FOR MOST NORTHERLY CORNER OF THE HEREIN DESCRIBED TRACT: THENCE SOUTH 48 DEG. 28 MIN, 29 SEC. EAST, ALONG AND WITH THE COMMON UNE BETWEEN SAID LOTS 4 AND 5, A DISTANCE OF 299.95 FEET TO A 5/8 INCH IRON ROD FOUND ON THE NORTHWESTERLY LINE OF RICHARDS SUBDIVISION, MAP OR PLAT IHLRLUf RLCURULU IN VUL. 131, PL;. 2L, U.C;.1'.R., MARKING TIIL MOST LASTERLY CORNER OF SAID LOT 4, BEING THE MOST SOUTHERLY CORNER OF SAID LOT 5; THENCE SOUTH 41 DEG. 31 MIN. 31 SEC. WEST, ALONG AND WITH THE SOUTHEASTERLY LINE OF SAID LOTS 1-4, SAME BEING THE SAID NORTHWESTERLY LINE OF RICHARDS SUBDIVISION, A DISTANCE OF 385.85 FEET TO A 5/8 INCH IRON ROD SET ON THE CURRENT NORTHEASTERLY RIGHT OF WAY UNE OF SAID TEXAS AVENUE,MARKING THE MOST SOUTHERLY CORNER OF THE HEREIN DESCRIBED TRACT; THENCE NORTH 49 DEG. 33 MIN. 12 SEC. WEST, ALONG AND WITH THE SAID NORTHEASTERLY RIGHT OF WAY UNE OF TEXAS AVENUE, A DISTANCE OF 268.59 FEET TO A CONCRETE T.X.D.O.T. MONUMENT FOUND MARKING THE SOUTHEAST CUTBACK CORNER OF THE INTERSECTION OF THE SAID NORTHEASTERLY RIGHT OF WAY LINE OF TEXAS AVENUE, WITH THE SAID SOUTHEASTERLY RIGHT OF WAY LINE OF HOLLEMAN DRIVE, FOR CORNER; THENCE NORTH 03 DEG. 15 MIN. 44 SEC. WEST, AL.ONG AND WITH SAID CUTBACK, A DISTANCE OF 44:57 FEET TO -A 5/3 INCH iF:ON- RCD SF I BARKING TI IE NORTHWEST _ CUTBACK CORNER OF SAID INTERSECTION, FOR THE MOST WESTERLY CORNER AND POINT OF CURVATURE OF THE HEREIN DESCRIBED TRACT; THENCE IN A NORTHEASTERLY DIRECTION, ALONG THE SAID SOUTHEASTERLY RIGHT OF WAY LINE OF HOLLEMAN DRIVE, AN ARC DISTANCE OF 1.25 FEET, WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, SUBTENDING A CENTRAL ANGLE OF 01 DEG. 25 MIN. 58 SECONDS, AND HAVING A CHORD BEARING AND DISTANCE OF NORTH 40 DEG. 48 MIN. 32 SEC. EAST, A DISTANCE OF 1.25 FEET TO A POINT OF TANGENCY, FROM WHICH A 1/2 INCH IRON ROD BEARS FOR REFERENCE AT SOUTH 58 DEG. 18 MIN. WEST, 0.4 FEET; THENCE NORTH 41 DEG. 31 MIN. 31 SEC. EAST, ALONG AND WITH THE SAID SOUTHEASTERLY RIGHT OF WAY LINE OF HOLLEMAN DRIVE, A DISTANCE OF 358.03 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.6647 ACRES' OR 116,076 SQUARE FEET OF LAND. SURVEYOR'S CERTIFICATION PURCHASER OR OWNER: ARVINDHAI A. PATEL AND PARVATI PATEL TITLE COMPANY: UNIVERSITY TITLE COMPANY I DO HEREBY CERTIFY TO THE ABOVE LISTED THAT THIS SURVEY WAS THIS DAY MADE ON THE GROUND AND WAS PERFORMED UNDER MY SUPERVISION. THAT THIS PLAT CORRECTLY REPRESENTS THE PROPERTY LEGALLY DESCRIBED HEREON, THAT THE FACTS FOUND AT THE TIME OF THIS SURVEY SHOW THE IMPROVEMENTS AND THAT THERE ARE NO VISIBLE ENCROACHMENTS APPARENT ON THE GROUND, EXCEPT AS SHOWN. THIS SURVEY SUBSTANTIALLY CONFORMS TO THE CURRENT TEXAS SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND SPECIFICATIONS FOR A CATEGORY 1A, CONDITION III SURVEY, TO THE BEST OF MY KNOWLEDGE. , Lr DAYfI;N•L..SPAIN.�!R: OCA �. . 0 oq 5456 DAYTON L. SPAIN, JR / < FEgg1a�¢ / DATE Registered Professional' Land Suri """"' f Texas Registration No. 5456 S__ Al Windrose Land Services, Inc. 10675 Richmond Avenue, Bldg. #7 Houston, Texas 77042 Phone (713) 458-2282 Fax (713) 461-1151 S Professional Surveying & Engineering Services TOPOGRAPHICAL SURVEY OF LOTS 19 29 39 AND 4 OF POOH'S PARK SUBDIVISION, BLOCK 1, IN THE MORGAN RECTOR SURVEY, ABSTRACT NO. 46 VOLUME 3149 PAGE 618 DEED RECORDS OF BRAZOS COUNTY, TEXAS FIELDED BY: PW/SW/CS CHECKED BY: MK JOB NO. 36470WC1 DRAWN BY: DF DATE: JUNE ij 2004 SHEET NO. 1 OF 1 'N0IS30 ONlonmd v `�voi 10iiiii IMOINMHO-�W (INV `N0UN- LK HilM NOIS-a 30MNIMda `NOIS30 ONIAVd `NOIS30 3dMOSONV� �JOJ S213H10 J,9 SONIM�Ia ii Ijnin-j d-�S °-�iON CO"N"1) "EIN1-1 ,%I�!k c40�!1c4 1EM�41G N'V4a-1-10H aHi Oi Z!�O �!GHll a EIfiV NMOHS SN01 GNEL41 Ci -1-TV 'BION .1., .4. 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'49 LIC •='S Z�Y tl A0 -I Y Z - r =,vaN f sa3isdwn 0 b�9ot�� I �db`�SGiNb'3 I �I Q Q I N d � tLLZION NVIW -� �j I A 0 N I 1 S I X 3 ,SZZ A 0 APS-19ZZ 001; e1 ' 0 — JDN1cnnG iiviA,8!i Q❑Q I A❑dd N 0 LO LO i E-1 N 0 m I d❑d d❑d Q❑Q I A❑dd V3dV m LO d❑d l I Q❑dS o 0 9/0`Z 70 = SQNd-ISI 0 I = Q❑QIA❑dd d❑dd LO N SL lO Z = SQNV-ISI � d❑d n d❑dd ut m N W 9N I Nddd K I � QddM❑1 �LO W 0 S i a = SQNd-ISI d313H I d❑d d❑d A. I Q❑Q I A❑dd do 3dV3SQNd-1 ' d' S 998,2 = SQNV-ISI 9N I Nddd d313H I d❑d d❑d Q❑Q I A❑dd d❑dd I� 'A'S Q Q I N d � tLLZION NVIW -� �j I A 0 N I 1 S I X 3 ,SZZ A 0 APS-19ZZ 001; e1 ' 0 — JDN1cnnG iiviA,8!i Q❑Q I A❑dd I�ZZ 0 i z -=fS UE 6- 6- VOSGINV NVIcA all,3 L -i tl�-IDl AP�-I�Z A�-IZZ N A0-IGY - tl0-16 & •cis 7 A0-, AY/-1� .0 -Rol = .0-16 COY 9aovcl9 Zl N tlm-I Ao-I tlm-1 Ao-.9C - .0-,6 O C49 y 50 -,LZ II w Am -19 w �_' 0 NO-1),d L 6 0 NO S 1SIX3 .I.. 0 tl� l9l tl�-IYZ A� ILZ a A� 1�9 = A0-16 GEI:DVdS L At/1-16 .0-.C9 - .0 16 & Sa✓'adS L tl0 l6 tl0-,C9 - .0-.G & Sa7Yd9 L .0-.6 9:40V,:�S L tl0-ISl TA- ILI c4VOSCINVI 0 rn m _ rn -----� � '4 ---- — ----- --- �--- -- -------------------------- 1N3H3Sd3 -IV3 I d1S❑77 �� QHS❑d❑dd� � �� ro �I�dh1 313�I�N❑� Q3S❑d❑�d �5 L 't5 '4r- u 1 l i « N >I1dM'' 313N:)N❑J CI3S❑d❑Nd a (1N3W3nMd 1-lMHdSM :IaIM ,L'9-V) -M'0'�] 409 ]IMJG NMW�70H ' d' S T88 N 1 li z;U -o d3/1❑ Q❑Q I A❑dd 0 3dV3SQNd-I LO LO i E-1 N 0 m I d❑d d❑d Q❑Q I A❑dd V3dV 3dV3SQNd-I LO d❑d l I Q❑dS o 0 9/0`Z 70 = SQNd-ISI 0 I = Q❑QIA❑dd d❑dd 3dV3SQNd-I N SL lO Z = SQNV-ISI 9N I Nddd d❑ I dj1N I d❑d OeIW d❑dd ut (1N3H3d I no3d QNV-ISI 9N I Nddd K I d❑1N I QddM❑1 �LO 39 01) ' J' S i9 = SQNd-ISI d313H I d❑d d❑d A. I tl�-IDl AP�-I�Z A�-IZZ N A0-IGY - tl0-16 & •cis 7 A0-, AY/-1� .0 -Rol = .0-16 COY 9aovcl9 Zl N tlm-I Ao-I tlm-1 Ao-.9C - .0-,6 O C49 y 50 -,LZ II w Am -19 w �_' 0 NO-1),d L 6 0 NO S 1SIX3 .I.. 0 tl� l9l tl�-IYZ A� ILZ a A� 1�9 = A0-16 GEI:DVdS L At/1-16 .0-.C9 - .0 16 & Sa✓'adS L tl0 l6 tl0-,C9 - .0-.G & Sa7Yd9 L .0-.6 9:40V,:�S L tl0-ISl TA- ILI c4VOSCINVI 0 rn m _ rn -----� � '4 ---- — ----- --- �--- -- -------------------------- 1N3H3Sd3 -IV3 I d1S❑77 �� QHS❑d❑dd� � �� ro �I�dh1 313�I�N❑� Q3S❑d❑�d �5 L 't5 '4r- u 1 l i « N >I1dM'' 313N:)N❑J CI3S❑d❑Nd a (1N3W3nMd 1-lMHdSM :IaIM ,L'9-V) -M'0'�] 409 ]IMJG NMW�70H ' d' S T88 = SNV-ISI d❑ I d❑1N I d❑d 1N3H3d I no❑d 3H1 d3/1❑ Q❑Q I A❑dd d❑dd 3dV3SQNd-I 'A'S 990 ` Z = SQNd-lS I d313H I d❑d d❑d Q❑Q I A❑dd V3dV 3dV3SQNd-I d❑d l I Q❑dS 'i's 9/0`Z = SQNd-ISI 9NINddd d❑IdI1NI d❑d Q❑QIA❑dd d❑dd 3dV3SQNd-I ' d ' S 0 98 " Z = SQNV-ISI 9N I Nddd d❑ I dj1N I d❑d Q❑d I no❑d d❑dd 3dV3SQNV-1 (1N3H3d I no3d QNV-ISI 9N I Nddd K I d❑1N I QddM❑1 = I Q❑dS 39 01) ' J' S 990'T = SQNd-ISI d313H I d❑d d❑d 1N3H3d I (10❑d !H1 d❑A❑ Q❑Q I A❑dd d❑dd 3dV3SQNd-1 ' d' S 998,2 = SQNV-ISI 9N I Nddd d313H I d❑d d❑d Q❑Q I A❑dd d❑dd 3dd90Nd-1 'A'S 0 0 8` Z = SQNd-1S I 9N I Ndbd d113H I d❑d d❑d Q❑d I no3d d❑dV 3dd3SQNd-1 ` 9 NI H) T 11NITNN )rI Nn NInT IW- NNW �r1H'T�\\(TNIH-1 e i�133vds i. 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S W E N F8705 KATY FREEWAY, SUITE 202 HOUSTON, TEXAS 77024 H.713-468-7557 FAX:713-468-7693 O Copyright 2003 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is on instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intept of the design or the construction techniques or details shown herein are not adheared to or the contractural agreement governing their use is not strictly adhered to. DATE - QX. W< �WQ 1 Q I— X SHEET CONTENTS OVERLAY OF SITE PLAN AND EXISTING SURVEY DATE: DRAWN BY: CHECKED BY- 01-31-2005 N.S. N.S. PROJECT No: 04XX z - Cn :7 O • W c� � a Qom Www J J J Q rU 71 -1J / r 7) / r r- \ f� l! (,7 g•, Ui-70 n r� �= ,.\. rn r -=-t rrt m r� i~ r t 'r PC Ti \(R 1 1 arc \ \ �/ � '/ "\`\ �•. / � it • � \ �� 777T77. - 4. 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S W E N F8705 KATY FREEWAY, SUITE 202 HOUSTON, TEXAS 77024 H.713-468-7557 FAX:713-468-7693 O Copyright 2003 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is on instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intept of the design or the construction techniques or details shown herein are not adheared to or the contractural agreement governing their use is not strictly adhered to. SCALE4= 20'-0" 1 Date: DATE - QX. W< �WQ 1 Q I— X SHEET CONTENTS OVERLAY OF SITE PLAN AND EXISTING SURVEY DATE: DRAWN BY: CHECKED BY- 01-31-2005 N.S. N.S. PROJECT No: 04XX z - Cn :7 O • W c� � a Qom Www J J J Q rU SCALE4= 20'-0" 1 Date: REV DESCRIP I N DATE - 1 I SHEET CONTENTS OVERLAY OF SITE PLAN AND EXISTING SURVEY DATE: DRAWN BY: CHECKED BY- 01-31-2005 N.S. N.S. 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From �`; '�' ■�Illlllllllillllll� m (GI''//ili�l I� It R.O.W. 358.78' 112 , — - ♦ � �11�•11�►�': � I �/i_ //.: �� .... � � • �I - � ►III �- ��i� � a��l� tV m � U- m < ELEV. + 31433 - 5!4.58 124 51TE L16HTNIN6. RE: ELEGTIGAL DRAWINGS. 125 PROPOSED LOCATION OF NEW SIGN PYLON 12l 6" CONCRETE CURB. RE: DETAIL 128 END Q 6' C STOVE 6RADE�EGAP ENN SQ GLOFO -T UTU UP USE.H 129 ALL 51GNAGE TO f5E REVIEWED AND PERMITED 5EPERATLY. APPROVAL OF SITE 16 NOT �N AP OVA OF ANY SIGYNACzE. ��...e^� EDGE OF PAVING. /( SHEET CONTENTS SITE PLAN Q ,-311 DATE 02.01.2005 DRAWN BY: T.S. ILAND r x _IMM Q Iffix, • .. U Q 128 Q � `'� `-'� `-✓ ,.1 �--s' �-/ �' .�/ . ,/ "/ �..'' •,_ .� . �i _ /'�� !' �/ W Cn ° •rte ', I Q IL IL N co T- ►� d- 34'-q5g" 82'-qg HOLLEMAN DRIVE 60). (46.7' WIDE ASPHALT PAVEMENT) 250'-O" 305'-6" OUT TO OUT OF BLDG. From �`; '�' ■�Illlllllllillllll� m (GI''//ili�l I� It R.O.W. 358.78' 112 , — - ♦ � �11�•11�►�': � I �/i_ //.: �� .... � � • �I - � ►III �- ��i� � a��l� IE I TYP, Li, 23'-0" 1Ul �- IS TYP, 6'49" LuCL - - tb s 10 TYP. - --- l z Q - r 6 PARKI G SPACES 20'-O' X6''6 PARKING SPACES @q' -O" = 54'-0" 128 - 101 LANE m N 14 PARKING 5PACE5 @ q'-0' = 126-0" 23'-8" -b. AFIRE LANE tV m � U- m < ELEV. + 31433 - 5!4.58 124 51TE L16HTNIN6. RE: ELEGTIGAL DRAWINGS. 125 PROPOSED LOCATION OF NEW SIGN PYLON 12l 6" CONCRETE CURB. RE: DETAIL 128 END Q 6' C STOVE 6RADE�EGAP ENN SQ GLOFO -T UTU UP USE.H 129 ALL 51GNAGE TO f5E REVIEWED AND PERMITED 5EPERATLY. APPROVAL OF SITE 16 NOT �N AP OVA OF ANY SIGYNACzE. ��...e^� EDGE OF PAVING. /( SHEET CONTENTS SITE PLAN A-10 DATE 02.01.2005 DRAWN BY: T.S. ILAND r x _IMM Iffix, • .. 128 `'� `-'� `-✓ ,.1 �--s' �-/ �' .�/ . ,/ "/ �..'' •,_ .� . �i _ /'�� !' �/ IE I TYP, Li, 23'-0" 1Ul �- IS TYP, 6'49" LuCL - - tb s 10 TYP. - --- l z Q - r 6 PARKI G SPACES 20'-O' X6''6 PARKING SPACES @q' -O" = 54'-0" 128 - 101 LANE m N 14 PARKING 5PACE5 @ q'-0' = 126-0" 23'-8" -b. AFIRE LANE 2 PAIR GATES - EDGE OF SLAB —Q— e EGt 4'-4" 6'-3" 4'-4" EQ 24'-6" Elm (o' 4) STL. POSTS 4 -REQUIRED NOM, 8' CMU WALL - 3 SIDES 6 1/2' THICK. CONC. SLAB >— ON 2' SAND CUSHION w/2 LAYERS OF "3 REINF. AT 15' O.G. EA, WAY STAGGERED TOP d BOTTOM BOLLARD RE: 2/A- I.I �— PROVIDE 03 VERTICAL REINF. - 3 AT CORNERS E 2 AT WALL ENDS F. SLAB "I 1 SET POSTS IN 18' 41i i 3,+'D00 PSI CONC. u FOOTINGS (o' W. PRE -FINISHED METAL 'CEE' CHANNELS -1:3/4" x 4' I 1 DRILLED HOLES T I I " I u DUMPSTER FLOOR PLAN SCALE. I - 3/16' 4 DUMPSTER FRONT ELEVATION —I' X 4' TREATED WOOD PLANK WITH HEAVY DUTY WATER SEALANT AND L16HT STAIN. COORDINATE WITH OWNER FOR COLOR. 314-x4" 1I DRILLED HOLES u 6' 4, STEEL PIPE FILL w/GONG. - PAINT HASP LOCK 1/2 " 4, x 12' CANE BOLT - EA. LEAF SCALE: 1- 3/16' 3 C EXI5TIN6 FI RE: CIVIL G & Associates r, 8705 KATY FREEWAY, SUITE 202 HOUSTON, TEXAS 77024 PH:713.468.7557 FAX,.713-468-7693 O Copyright 2003 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is an instrument of service and Tl�\ I EXI5TING M is the sole property of the author. Furthermore, jrcP DRIVEWAY 1 the use of this document for any purpose shall 128 � _/ be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural u`S agreement governing their use is not strictly adhered to. 7J . -- Ria, - ---All roof and ground -mounted mechanical eqq�uipment shall be 25'-O" screened from view or isolated 5o o5 not io be visible From any public right-of-way or residential district within 150' of the p subject lot, measured from a point five feet above grade. Such screening Shoff be coordinated with the building architecture and scale to maintain o unified appearance. � ( o EXTERIOR WALL PARALLEL z FTO PROPERTY LINE N°31'31"E .0` _� CL GENERAL NOTES 128 U- Ln ZONE C1 LOT OWNED BY -o GALLED 1.3316 ACRES CONVEYED TO ARVINDBHAI A. PATEL O NEILON J. ROWA AND PARVATI PATEL PER VOL. 6215, PG. 237, B.G.M.R. SITUATED IN THE MORGAN REGTOR SURVEY, ABSTRACT - -- 7 No. 46, BRAZOS COUNTY, TEXAS. 1 1 jo i.iJ 4-1 127 112 TOTAL SITE AREA: 1.3316 ACRES 0 117 58,006 SO. FT. d' v ' 0 E �I_ m '_ " =' n " _ PROJECT LEGAL DESCRIPTION LU �o C -I Ln z F Ill ; ` F THE SUBJECT TRACT 15 LOCATED IN ZONE "X" (UNSHAPED) \ >< > 4-J m - ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT �� / LLJ AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) �V COMMUNITY PANEL NO. 480083 0144C, REVIDSED JUL-i- 2, 1982. ' cn -+ �`' ZONE DETERMINATION WAS DONE BY GRAPHIC PLOTTING ONLY, t V) L WE DO NOT ASSUME RESPONSIBILITY FOR EXACT ZONE "X" (UNSHAPED) IS DTERMINED TO BE OUTSIDE THE W �/ O 500 YEAR FLOOD PLANE. /"�/ /\ vv lHIP1TILITY EASEMENT W O FEMA NOTE Z C) Czale W CA Lno ::FV 0C_ N PARKING REQUIRED 64 STALLS J ^i... a) W PARKING PROPOSED: 75 5TALL5 LU J W Ln 24'-8" 25'-0" �J /�� 58'-2" ACCESIBLE PARKING REQUIRED 3 STALLS - I VAN AGGESIBLE n S E ACCESIBLE PARKING PROVIDED 3 STALLS - 2 VAN ACGESIBLE O 15' DE UTILITY EA5EMENT SCALE 1'= 27-0' 1 PARKING SYNOPSIS 100 w' R © \ 101 CONCRETE PAVING. RE: SITE PLAN DETAILS. COMP ANCE 1 1/2" DIA. RAILING 11 102 CONCRETE SIDEWALK. RE: SITE PLAN DETAILS. AUG 0 20 SPACED 50 THAT A > 103 CONCRETE WHEEL STOP. RE: SITE PLAN DETAILS. " AN N 1 1/2" DIA. RAILING 4 SPHERE`. G OT 104 6" 4 CONCRETE FILLED BOLLARD STEEL PIPE PAINT WITH YELLOW 5PAGED 50 THAT A PA55 THRU (TYP.) COLL.EG `�Ai1ON TRAFFIC PAINT. RE: SITE DETAILS. ®p+ 4" 5PHERE CAN NOT 2'-0" ENGIN t1�li PA55 THRU (TYPJ O SIB E A MIEV. + 315.60 S EGTION A -R ELEV. + 51580 - 515b5 S EGTI ON B -P 05 AGGES L P RKI116 SIGN. RE: 517E PLAN DETAILS. _ 106 ACCESSIBLE PARKING. RE: SITE PLAN DETAILS. Q m 10� ACCESSIBLE RAMP. RE: 517E PLAN DETAILS. 108 SQUARE INTERNATIONAL ACGE5IBILITY SYMBOL. WHITE L060 ON BLUE �'�� I~O ELEV. + m `C BACKGROUND. DET. 4/A -0.I ELEV. + COMPLIANCE OPLIANCE � 315b5 315.15 IOq PAINTED 6RO55-5TRIPIN6 WITH BORDER YELLOW TRAFFIC PAINT. RE: AUGDET. 5/A-0.1 h�ta 5 2Q05 110 4" WIDE PARKING STALL STRIPING -TRAFFIC YELLOW. COLLEGE SJ A 1 It,iN III CONCRETE POLE LIGHT BASE. RE: 517E PLAN DETAILS. 5 112 LANDSCAPE AREA. DELOPWNT SMJW \� 113 DUMPSTER ENCLOSURE. RE: 51TE PLAN DETAILS. Date: V 114 1 1/2" THICK CONCRETE PAVEMENT WITH #3 REINFORCING BARS @ 15" O.G. REV. DESCRIPTION DATE EACH WAY TOP AND BOTTOM, 5TA66ERED. ® ISSUE FOR PERMIT/BID 07.01-2004 11 1 LINE OF CANOPY ABOVE. OWNER COMMENTS 08-17-2004 1 1/2" DIA. RAILINGREVISION FOR PERMIT 03-14-2005 5PAGED 50 THAT A 121 E X15TIN6 5ION PYLON TO BE REMOVED REVISION FOR PERMIT 04.15-2005 4" 5PHERE CAN NOT REVISION FOR PERMIT 06.03.2005 PA55 THRU (TYP.) 2'-p" ��./��--�'.�_..+�� _.�`' "��-„''✓� ..f\�.I� 122 BICYCLE RACK (TO AGGOMODATE EIGHT SICYGLES) ® CITY/ADA COMMENTS 06-24-2005 123 PROVIDE POWER TO 516N5 A5 REQUIRED. 516NS TO BE INSTALLED BY 9 � 1 516NAGE MANUFACTURER 35+ 1 1/2” O.D. 5TAINLE55 STEEL INTERMEDIATE SUPPORT FOR HANDRAIL MAX 8'-O° 18'-O tV m � U- m < ELEV. + 31433 - 5!4.58 124 51TE L16HTNIN6. RE: ELEGTIGAL DRAWINGS. 125 PROPOSED LOCATION OF NEW SIGN PYLON 12l 6" CONCRETE CURB. RE: DETAIL 128 END Q 6' C STOVE 6RADE�EGAP ENN SQ GLOFO -T UTU UP USE.H 129 ALL 51GNAGE TO f5E REVIEWED AND PERMITED 5EPERATLY. APPROVAL OF SITE 16 NOT �N AP OVA OF ANY SIGYNACzE. ��...e^� EDGE OF PAVING. /( SHEET CONTENTS SITE PLAN A-10 DATE 02.01.2005 DRAWN BY: T.S. ILAND I- - 128 `'� `-'� `-✓ ,.1 �--s' �-/ �' .�/ . ,/ "/ �..'' •,_ .� . �i _ /'�� !' �/ NEW GONG CU bq'-� " V c 1 ZONE C1 80._6.. 25O'_a RELOCATED FIRE OUT TO OUT OF BLDG. LOT OWNED BY: 15' WIDE PUBLIC UTILITY ESMT. HYDRANT AND E X � S T ( C N G I ( R E L A N E 0.0240 AC. 1,045 50. FT. APPURTENANCES ARVINBHAI A. PATEL ENLARGED SITE PLAN 2 PAIR GATES - EDGE OF SLAB —Q— e EGt 4'-4" 6'-3" 4'-4" EQ 24'-6" Elm (o' 4) STL. POSTS 4 -REQUIRED NOM, 8' CMU WALL - 3 SIDES 6 1/2' THICK. CONC. SLAB >— ON 2' SAND CUSHION w/2 LAYERS OF "3 REINF. AT 15' O.G. EA, WAY STAGGERED TOP d BOTTOM BOLLARD RE: 2/A- I.I �— PROVIDE 03 VERTICAL REINF. - 3 AT CORNERS E 2 AT WALL ENDS F. SLAB "I 1 SET POSTS IN 18' 41i i 3,+'D00 PSI CONC. u FOOTINGS (o' W. PRE -FINISHED METAL 'CEE' CHANNELS -1:3/4" x 4' I 1 DRILLED HOLES T I I " I u DUMPSTER FLOOR PLAN SCALE. I - 3/16' 4 DUMPSTER FRONT ELEVATION —I' X 4' TREATED WOOD PLANK WITH HEAVY DUTY WATER SEALANT AND L16HT STAIN. COORDINATE WITH OWNER FOR COLOR. 314-x4" 1I DRILLED HOLES u 6' 4, STEEL PIPE FILL w/GONG. - PAINT HASP LOCK 1/2 " 4, x 12' CANE BOLT - EA. LEAF SCALE: 1- 3/16' 3 C EXI5TIN6 FI RE: CIVIL G & Associates r, 8705 KATY FREEWAY, SUITE 202 HOUSTON, TEXAS 77024 PH:713.468.7557 FAX,.713-468-7693 O Copyright 2003 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is an instrument of service and Tl�\ I EXI5TING M is the sole property of the author. Furthermore, jrcP DRIVEWAY 1 the use of this document for any purpose shall 128 � _/ be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural u`S agreement governing their use is not strictly adhered to. 7J . -- Ria, - ---All roof and ground -mounted mechanical eqq�uipment shall be 25'-O" screened from view or isolated 5o o5 not io be visible From any public right-of-way or residential district within 150' of the p subject lot, measured from a point five feet above grade. Such screening Shoff be coordinated with the building architecture and scale to maintain o unified appearance. � ( o EXTERIOR WALL PARALLEL z FTO PROPERTY LINE N°31'31"E .0` _� CL GENERAL NOTES 128 U- Ln ZONE C1 LOT OWNED BY -o GALLED 1.3316 ACRES CONVEYED TO ARVINDBHAI A. PATEL O NEILON J. ROWA AND PARVATI PATEL PER VOL. 6215, PG. 237, B.G.M.R. SITUATED IN THE MORGAN REGTOR SURVEY, ABSTRACT - -- 7 No. 46, BRAZOS COUNTY, TEXAS. 1 1 jo i.iJ 4-1 127 112 TOTAL SITE AREA: 1.3316 ACRES 0 117 58,006 SO. FT. d' v ' 0 E �I_ m '_ " =' n " _ PROJECT LEGAL DESCRIPTION LU �o C -I Ln z F Ill ; ` F THE SUBJECT TRACT 15 LOCATED IN ZONE "X" (UNSHAPED) \ >< > 4-J m - ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT �� / LLJ AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) �V COMMUNITY PANEL NO. 480083 0144C, REVIDSED JUL-i- 2, 1982. ' cn -+ �`' ZONE DETERMINATION WAS DONE BY GRAPHIC PLOTTING ONLY, t V) L WE DO NOT ASSUME RESPONSIBILITY FOR EXACT ZONE "X" (UNSHAPED) IS DTERMINED TO BE OUTSIDE THE W �/ O 500 YEAR FLOOD PLANE. /"�/ /\ vv lHIP1TILITY EASEMENT W O FEMA NOTE Z C) Czale W CA Lno ::FV 0C_ N PARKING REQUIRED 64 STALLS J ^i... a) W PARKING PROPOSED: 75 5TALL5 LU J W Ln 24'-8" 25'-0" �J /�� 58'-2" ACCESIBLE PARKING REQUIRED 3 STALLS - I VAN AGGESIBLE n S E ACCESIBLE PARKING PROVIDED 3 STALLS - 2 VAN ACGESIBLE O 15' DE UTILITY EA5EMENT SCALE 1'= 27-0' 1 PARKING SYNOPSIS 100 w' R © \ 101 CONCRETE PAVING. RE: SITE PLAN DETAILS. COMP ANCE 1 1/2" DIA. RAILING 11 102 CONCRETE SIDEWALK. RE: SITE PLAN DETAILS. AUG 0 20 SPACED 50 THAT A > 103 CONCRETE WHEEL STOP. RE: SITE PLAN DETAILS. " AN N 1 1/2" DIA. RAILING 4 SPHERE`. G OT 104 6" 4 CONCRETE FILLED BOLLARD STEEL PIPE PAINT WITH YELLOW 5PAGED 50 THAT A PA55 THRU (TYP.) COLL.EG `�Ai1ON TRAFFIC PAINT. RE: SITE DETAILS. ®p+ 4" 5PHERE CAN NOT 2'-0" ENGIN t1�li PA55 THRU (TYPJ O SIB E A MIEV. + 315.60 S EGTION A -R ELEV. + 51580 - 515b5 S EGTI ON B -P 05 AGGES L P RKI116 SIGN. RE: 517E PLAN DETAILS. _ 106 ACCESSIBLE PARKING. RE: SITE PLAN DETAILS. Q m 10� ACCESSIBLE RAMP. RE: 517E PLAN DETAILS. 108 SQUARE INTERNATIONAL ACGE5IBILITY SYMBOL. WHITE L060 ON BLUE �'�� I~O ELEV. + m `C BACKGROUND. DET. 4/A -0.I ELEV. + COMPLIANCE OPLIANCE � 315b5 315.15 IOq PAINTED 6RO55-5TRIPIN6 WITH BORDER YELLOW TRAFFIC PAINT. RE: AUGDET. 5/A-0.1 h�ta 5 2Q05 110 4" WIDE PARKING STALL STRIPING -TRAFFIC YELLOW. COLLEGE SJ A 1 It,iN III CONCRETE POLE LIGHT BASE. RE: 517E PLAN DETAILS. 5 112 LANDSCAPE AREA. DELOPWNT SMJW \� 113 DUMPSTER ENCLOSURE. RE: 51TE PLAN DETAILS. Date: V 114 1 1/2" THICK CONCRETE PAVEMENT WITH #3 REINFORCING BARS @ 15" O.G. REV. DESCRIPTION DATE EACH WAY TOP AND BOTTOM, 5TA66ERED. ® ISSUE FOR PERMIT/BID 07.01-2004 11 1 LINE OF CANOPY ABOVE. OWNER COMMENTS 08-17-2004 1 1/2" DIA. RAILINGREVISION FOR PERMIT 03-14-2005 5PAGED 50 THAT A 121 E X15TIN6 5ION PYLON TO BE REMOVED REVISION FOR PERMIT 04.15-2005 4" 5PHERE CAN NOT REVISION FOR PERMIT 06.03.2005 PA55 THRU (TYP.) 2'-p" ��./��--�'.�_..+�� _.�`' "��-„''✓� ..f\�.I� 122 BICYCLE RACK (TO AGGOMODATE EIGHT SICYGLES) ® CITY/ADA COMMENTS 06-24-2005 123 PROVIDE POWER TO 516N5 A5 REQUIRED. 516NS TO BE INSTALLED BY 9 � 1 516NAGE MANUFACTURER 35+ 1 1/2” O.D. 5TAINLE55 STEEL INTERMEDIATE SUPPORT FOR HANDRAIL MAX 8'-O° 18'-O tV m � U- m < ELEV. + 31433 - 5!4.58 124 51TE L16HTNIN6. RE: ELEGTIGAL DRAWINGS. 125 PROPOSED LOCATION OF NEW SIGN PYLON 12l 6" CONCRETE CURB. RE: DETAIL 128 END Q 6' C STOVE 6RADE�EGAP ENN SQ GLOFO -T UTU UP USE.H 129 ALL 51GNAGE TO f5E REVIEWED AND PERMITED 5EPERATLY. APPROVAL OF SITE 16 NOT �N AP OVA OF ANY SIGYNACzE. ��...e^� EDGE OF PAVING. /( SHEET CONTENTS SITE PLAN A-10 DATE 02.01.2005 DRAWN BY: T.S. CHECKED BYQ.C.D. SECTION a H.C. RAMP SCALE 1= 3/16' 2 KEY NOTES ' PROJECT Na 0504 FILE NO: 0504A 1.O.DWG I xxtIo SJ.NaINOO 123HS iIV(3 NOLLAHOSaa 'Aall I .o -.oz =.[olvos N M c 7J Immom :DNINUVd NI BSVBHONI I BN tiE SIOJS !DNINUVcJ VHIY:4 (4.093 00004) ot, 0 vz -(39(31AOUci S.LOdS!DNINUVi EZ -1S0-i 81088 E)NrAUVcA SIScAON,kS ONINUV8 C7 m .00- 0 M -I cf)D > M > MZX > > CD i< M C� o cf) z > O z Ij C: mx m ---I > (D.< (A >M m cf) X > (J) M 0 > X < X M rn '01 P6)at4PI) 41101jIs jou st asn itaL41 6UJUJaAO6 IU@Wa@J6E) joinlooiluoo @Lil Jo 01 PaJDaWD IOu aJO utaja,4 umoL4s spDjap Jo sanbiw4oal uoijoni1suoo a14) Jo U61sap at4l 10 jUaJUI @L41 J! 'p0�0A@J @q IlDi4s asodind '@jow-jaL4j)nj Auo joj ju@wnoop siL41 *joL41no aL41 Jo AI)adoid Jo @sn @L41 alos ai4l si PUD @DIAJ@S JO ju@wnilsui uD si juawnoop sit4i jnoq}!m 'joLjjnD G141 pgsn @simjat4lo 10 uoissiwjad Jo 'Pasoiz)slp uallpm at4l 'pelooildnp @q jou IIDL4s juawnoop sit4l ui buiic)addo p@ildwi Jo 'U,911!jm. 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Furthermore he use of this document for any purpose shall e revoked, if the intent of the design or the onstruction techniques or details shown herein re not adheared to or the contractural greement governing their use is not strictly dhered to. z W O J W � Q o N 4131'31" E 358.78JI' SHEETCONTENTS PRELIMINARY DWG. DRAWN BY- - CHECKED BY- �� _ PLANTER PLANTER = PLANTER PLA ER PLANTER O� UANMR � IS' -6" TYP. 7 PARKING 5PAGE5 eq' -0" = 63-0" IS' -O" 66 PARKING 5PAGE5 6 9'-O" = 54'-O"°6�PARKING 5PAGE5 ea' -O" = 54'-O" 'L IS' -O" I PARKING 5PAGE5 Vl'-o" = 63'-O" Q` 17'- 25'-O" IS' -6" TYP, T-2" 0 EXIST, 51GN it 23'-0" IS' -O" q' -O' 4 P. 5. a Q' -O"=36' -O" 8'-O" 8'-0" 8'-0" 4 P. 5. a �l'-O"=36'-0" A' -O" 7 PARKING 5PAGE5 6 q'-0' = 63'-0" 8'-O" '-O" 7 PARKING 5PAGE5 6 q' -O' = 63'-0" 12'-0" 24'-O" �� PYLON TO REMAIN ® S �, 0 w �2'�0 — -- LO o. 09 09 I� Q PL ANTER °_ IL ry - 2: 6o W O , O - _ - 6 3' PLANTER (7)cn PLANTER %fl —.._ ^' N N � — 00 _ < ° 00 o PROPOSED 8'-6" 24'-0° " 18'-0" d' 15'-0" TYP. 23'-0" la'-O" TYP. RETAIL CENTER w 16,000 S.F. o < m u /PLANTER p O N N = o PLANTER PLANTER 25 46 W 388.66 S 41 » r 8705 KATY FREEWAY, SUITE 202 HOUSTON, TEXAS 77024 1-1:713-468-7557 FAX:713-468-7693 D Copyright 2003 ,II information, either drawn, written, or implied ppearing in this document shall not be uplicated, disclosed, or otherwise used without he written permission of the author, his document is an instrument of service and the sole property of the author. Furthermore he use of this document for any purpose shall e revoked, if the intent of the design or the onstruction techniques or details shown herein re not adheared to or the contractural greement governing their use is not strictly dhered to. z W O J W � Q o SHEETCONTENTS PRELIMINARY DWG. DRAWN BY- - CHECKED BY- O Copyright 2003 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, This document is an instrument of service and is the sole property of the author. Furthermore, the use of this document for any purpose shall be revoked, if the intent of the design or the construction techniques or details shown herein ore not adheared to or the contractural agreement governing their use is not strictly adhered to. W W x I r4.-. 0 J W C� '< cl) W W � >0.a Q F- W r• ADW F- C) Q QZ C) O > �_ z (j) rt < 0 X z W aC W<0 CO W = 0 �o w Mr O z 0 C Date: REV. DESCPoPTM DATE: SHEET CONTENTS PRELIMINARY DWG. DATE= 01-3-2005 DRAWN Bir= N.S. CHECKED BY N.S. PROJECT Na 04M FILE NO: W� �w WW Qn Q¢ x= w °- >- 8705 KATY FREEWAY, SUITE 202 HOUSTON, TEXAS 77024 H-713-468-7557 FAX=713-468-7693 © Copyright 2003 All information, either drawn, written, or implied appearing in this document shall not be duplicated, disclosed, or otherwise used without the written permission of the author, i This document is an instrument of service and is the sole property of the author. Furthermore,' the use of this document for any purpose shall" be revoked, if the intent of the design or the construction techniques or details shown herein are not adheared to or the contractural agreement governing their use is not strictly adhered to. ENLARGED SITE PLAN WN S E scALE: rm a -a 1 1 IL V, . " . PRELIMINARY DWG. DATE 01-31-20 DRAWN BY: CHECKEDBY n PROJECT Na 04'' FILE NO