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HomeMy WebLinkAboutDrawings20 10 0 20 SCALE IN FEET PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS 2.1" -3.4" CAL LIVE OAK 1 150 150 j (Quercus virginiana) CANOPY 2.1" -3.4" CAL LIVE OAK 6 (STREETSCAPE)'' 150 900 (Quercus virginiana) CANOPY 1.25 & LARGER CREPE MYRTLE 6 40 240 (Lagerstoemia indica) NON -CANOPY 1.25" & LARGER CREPE MYRTLE 7 (STREETSCAPE) 40 280 (Lagerstoemia indica) NON -CANOPY 5 GAL. WAXLEAF LIGUSTRUM A j 10 A'w g150 (ligustrum japonicum) SHRUB TOTAL: 2030 LEGEND Lam mm mm on DISTURBED AREA LIMIT i 3uhultz Engineering, 'LLUO""' 2730 , Lan mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 MARCH 2013 GENERAL NOTE: POINTS PER PROJECT AREA: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS 28,706 SQUARE FEET OF SITE AREA REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, 28,706 / 1,000 = 2 17 THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT 28.7 x 30 = 861 P `NTS PROPERTY DISTURBED DURING CONSTRUCTION, ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: IRRIGATION SYSTEM NOTES: ((232'-25'-32')/50) x 300 POINTS = 1050 POINTS 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS TOTAL POINTS REQUIRED: 1911 POINTS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A TOTAL POINTS PROPOSED: 2030 POINTS (1050 POINTS FROM CANOPY TREES > 50%) CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A NORWICH DRIVE STREETSCAPE: (1 PER 32') 175' = 6 CANOPY TREES REQUIRED PRESSURE VACUUM BREAKER, A REDUCED PRESSURE 6 CANOPY TREES PROVIDED PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE—CHECK BACK 7 NON—CANOPY TREES PROVIDED* FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. * 2 NON—CANOPY TREES CO NT AS 1 CANOPY TREE 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CASTLEGATE II COMMUNITY CENTER NORWICH DRIVE COMMON AREA - CASTLEGATE 77 SUBDIVISION SECTION 200, COLLEGE STATION 'REVIEWED 1Amr. rill APR 1.8 2013pla 1 21 b 19i V P�W PMENT SERW""C. PLAT FILED: SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 12-220 SHEET Ll :a f ' '' co Ctf ''• t ai in y 1 al J .':..�� ,... '' Vii.,.,•: •..,. aze ST ST ST _ _ ST ST ? � �'. • Qt i . t al• •r o e EXISTING 12` : o n • ° ' SEWER LINE �2 S-12 g e '• '>� :s. OD YR FLOODPLAIN -r'. ;.� : •,' LIMITSILA ). ;>'•` :r i�� .,. T cn ry \ N LEGEND --- --360- --- EXISTING CONTOUR TOTAL PLAT BOUNDARY ADDITIONAL ISLAND $ EXISTING EDGE OF PAVEMENT AREA PROPOSED EDGE OF PAVEMENT LOT LINE REQUIRED S.F.SLAND --- --- PUBLIC UTILITY EASEMENT LINE S-$ PUBLIC SANITARY SEWER LINE W-8 PUBLIC WATER LINE --- ST ---- ST -- PUBLIC STORM SEWER S-4 PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE 180 91 EXISTING SIDEWALK 4490 Castlegate. Drive College Station, TX 77845 College Station, TX 77845 (979) 690-7250 0 PUBLIC SANITARY SEWER MANHOLE PROPOSED BUILDING E EM ® 100 YR FLOODPLAIN LIMITS EXISTING POND BULKHEAD VEHICLE LAY OF HOSE RE LANE w FIRE LANE ' �" •' /� EXISTING SIDEWALK ENGINEER: i .ewre.t t i ws DISTURBED AREA LIMITS ADA ACCESSIBLE ROUTE ----------------- PUBLIC ACCESS EASEMENT -- FLOW ARROW OILY 6" 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL NTS. FIRE MARKINGS , 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4') WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FE -7 APART. 3• 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12' WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (13') HIGH STATING TOW -AWAY ZONE'. SUCH SIGNS SHAD. BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LEITER AND BORDER IN RED. B" REFLECTNE FINISH METAL SIGN -1274". REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. i t t 1 t t NOTES! I. ALL CHARACTERS MUST BE 60' I MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON APRIL 10, 2013. ISSUED FOR CONSTRUCTION JOB NO. DATE 12-220 MARCH 2013 CASTLEGATE HOMEOWNERS ASSOCIATION CASUECAIIE SUBDMSION 11 SECTION 200, COMMON AREA SITE SPECIFIC NOTES: I. THE OWNER OF THE PROPERTY IS CASTLEGATE II HOMEOWNERS ASSOCIATION INC. THE SUBJECT PROPER iI' IS PARKING ANALYSS REQUIRED PARKING: 3,208 SF OF COMMUNITY CENTER 1 SPACE PER 250 SF 13 SPACES 13 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED 9' WIDTH, 20' LENGTH TYP. 20 10 0 20 PROPOSED PARKING: SCALE IN FEET 17 SPACES PARKING 1 SPACE HANDICAP PARKING 18 SPACES TOTAL i i 0" STORM SEWER PIPE / \ A/C UNITS AREA INLET-, ��� '�• R20'- 4" SEWER SERVICE T � i WATER SERVICE 7.5' BUILDING SETBACK IF } 10' PUE DOS NDORADO / :10908/267 DEVELOPMENT LLQ CASTLEGATE 0SUBDIVISION SECTION 200, BLOCK 7. ( LOT 13R . 1 ZONED R -IB 10908/267 E �--n' rAt i STEEL REINFORCING BARS * 1/4•R-- CONCREIE PAVEMEIT . a , ...' ..':, .. o' -� .-�- - p --a` �+ X 'a t. ``t �' �! 4r. - X A_ 6" LIME STABILIZED SUBGRADE (EXTENDS 1' .OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 REBAR @ 18" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. (*i� Ah AZ*...:.f....." ............z1f A JOSEPH •P. SCHULTZ ..._ .. ,.........� ti '65889 /0�/d'/3 Fl M # 1232 ULTZ ENGINEERING, LLC COMMON AREA OF CASTLEGATE SUBDIVISION 11, SECTION 200, VOL. 10906 PG. 267. THE PROPERTY IS ZONED A-0. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.659 ACRES (28,706 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 4. LANDSCAPI G AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRIGAON SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR AN IBC TYPE VB BUILDING OF 4,560 SF IS 1,7$0 GALLONS PER MINUTE. THE BUILDING IS NOT SPRINKLED. ONE FIRE HYDRANT IS REQUIRED. THE EXISTING HYDRANT ON NORWICH DRIVE WILL SERVE THE DEVELOPMENT 7. A PORTION OF THE SUBJECT TRACT DOES LTE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA LOMR NO. 12 -06 -IW 1P. EFFECTIVE DATE: MAY. 18, 2012. 8. ALL RADII j I O DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEM T SHALL BE CONCRETE. REFER To THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 10. ALL UTIU LINES (WATER,. GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST. AVAILABLE iECORD INFORMATION BASED. ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY AND INDEPENDD T AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONIM 11. BURRING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE AND APPROVED PDD ZONING. POND 12 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED .50 AS KHEAD NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED OM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITEC E AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO, 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT.. CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR 017Y OF COLLEGE STATION UTILITIES PH: 979-764-6314 AREA LIMNS 15. THE DECK WILL HAVE AN ENGINEERED CONCRETE RETAINING WALL AROUND ITS PERIMETER WITH A ROCK VENEER. THE DECK AREA WILL THEN BE BACKFILLED AND A CONCRETE SLAB ON GRADE PLACED. 01 IN go logo if 16. IN LOCATIONS WHERE THE PERIMETER GRADE BEAM OF THE BUILDING SLAB IS EXPOSED, A ROCK VENEER WILL BE ADDED TO THE OUTSIDE OF THE GRADE BEAM. ,•-- _ GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. - DIG TESS: 600) 344-8377 ATMOS ENERGY: 979) 774-2506 FLOOD ZONE AE A5 DELINEATED SUDDEN LINK COMMUNICATIONS: 979)) 595-2429 BY THE TOWER POINT LAMR &VERIZON: 979 821-4770 LIMITS IOD YEAR FLOODPLAIN AS REGULATED BY THE CITY OF 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND COLLEGE STATION STORM WATER PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT MANAGEMENT ORDINANCE AND SILT FENCE AS NECESSARY. #4 BARS NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. `ExPANSION DOWN TYPICAL CURB DETAIL N.TS. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION STIES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULOHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR SIDEWALKS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY. ENGINEER'S ,OFFICE. 7. THE CONSTRUCTION SHALL COMPLY 897H OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMEt N/F 6. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. DOS DORADO I DEVELOPMENT LLC 9. INLET PROIE TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. CASTTIONL200, It CK 7, LION 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA SECTION 200, BLOCK 7. LOT 12R ZONED R-18 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT 10906/267 ORDINANCE ITHE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT UGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. THIS SITE IS WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA -L NDSCAPE ISLAND ANALI SIS: - -- TOTAL PARKING: 18 SPACES `PERIPHERAL PARKING: 8 SPACES VICINITY ��� INTERIOR PARKING: 10 SPACES y INTERIOR LANDSCAPE ISLAND REQUIRED: - 10 SPACES X 12 = 120 SF Niahway 40 Yfi INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND $ ISLAND AREA IINTERIOR AREA S.F. REQUIRED S.F.SLAND AREA N.T.S. Castlegate Il Homeowners PROVIDED S.F. 1 210 180 30 Association Inc. 2 271 180 91 py« .- 1 /gip .W APR 1.18 2013 NOTTOSCALE DEVELOPMENT SERVICES 1/4"R " { 24" " 6" yv I i h+36"••-�I w # COMMUNITY CENTER CASMEGIATE it SUSDIVlSION 24" SECTION 200 COMMON AREA TOTAL. AREA - 5.130 ACRES vQLJ m 14906, Po 267 COLLEGE 8'i'AMW N AMS t`OUW, 70A8 OWNER: DEVELOPER: m �RII BIKE RACK DETAIL �� SII N.T.S. Castlegate Il Homeowners 3-D Development Association Inc. 4490 Castlegate Drive t� Rt: rn�_ ^ m :l, ,- _ F t� ; w # COMMUNITY CENTER CASMEGIATE it SUSDIVlSION 24" SECTION 200 COMMON AREA TOTAL. AREA - 5.130 ACRES vQLJ m 14906, Po 267 COLLEGE 8'i'AMW N AMS t`OUW, 70A8 CA S TLE GA T E 1 �� SCALE COMMUNITY CENTERSITE �� VERTICAL N/A LA NORWICH DRIVE I HORIZONTAL COMMON AREA - CASTLEGATE II SUBDIVISION SHEET 2 OF 2 PLOTTING SCALE: 1.1 SECTION 200, COLLEGE STATION FILE NAME: 12-220 OWNER: DEVELOPER: ' BIKE RACK DETAIL N.T.S. Castlegate Il Homeowners 3-D Development Association Inc. 4490 Castlegate Drive t� Rt: rn�_ ^ m :l, ,- _ F t� ; 4490 Castlegate. Drive College Station, TX 77845 College Station, TX 77845 (979) 690-7250 r" FI, t T �' L �•' (979) 690-2330 �_t ' �r APR 10 SURVEYOR: ENGINEER: [' D f 3 Brad Kerr RPLS No. 4502 , SGhuliz Engineering, n LLC 9 N(}-� C rip Kerr Surveying LLC 409 N Texas Ave. Firm #12327 2730 Longmire, Suite A Bryan, TX 77803 (979) 268-3195 College Station, Texas 77845EERHNIc (979) 764-3900 CA S TLE GA T E 1 �� SCALE COMMUNITY CENTERSITE �� VERTICAL N/A LA NORWICH DRIVE I HORIZONTAL COMMON AREA - CASTLEGATE II SUBDIVISION SHEET 2 OF 2 PLOTTING SCALE: 1.1 SECTION 200, COLLEGE STATION FILE NAME: 12-220 1 0 W-12 Ia1' Row LEGEND ,' i Yom. r*J :S :' .t.R. ;..�. y' ,1rr, z s 1'...fr• �.`�-t-4G• '{:: •:r;.♦;{�.ri �'• " sr li�:ir.:s al �s:- '11.rJl " i': {','j%i:•rr' `y,.. "+•, - r < r • �.J.i' 6a a�. • �(:�r,:.. - t• : ��'i1:n,. •t,:;+ic:�t•: wRK ^:1...^i: r r' �:'F C:''... a•. � v tr.'r'a",`f. _ _ ;c,+ �n. 4r 3� � •t...�,ri:F Y l:4 _ _ _W-1 2 '-12 W-12 W W -12 -W -12--W-12 _ N/JF +' 1 DOS DORADO DI`EVELOPMENT LLC CASTLEGATE II SUBDIVISION SECTION 200, BLOCK 7, LOT 1R 'fig ZONED R-19 ral 1D392/26D 32 sa 30 a sa 311.02 XS 66 _ BFE SCALE IN FEET NF DOS DORADO DEVELOPMENT LLC ' . M I CASTLEGATE II SUBDIVISIONi T• I SECTION 200, BLOCK 7. LOT 211 int ZONED R-18 ,i 10392/260 rak :, t.; .:�.,""'ti f v.�•f Zi IS i n7.^a ._:: t l,.,;� wi 2Ftf:a ^•.t•' ri. N/D O .PMENT ILA CASTLEGATE II SUBDIVISION r ,^ at._ SECTION 200, BLOCK 7. LOT 3R fs ZONED R-18 i. f ,•; ; 10392/260 :.;. 4, DOS DORADO D/EI+ELOPMINT LLC i' CASTLEGATE it SUBDIVISION SECTION 200, BLACK 7, LOT 4R .K XS 3495 ZONED R-18 t t r,. • •r BFE 311.71. 10392/260 ys _ Common Area R, y, 5.130 Ac NF DOS DORADO DEVELOPMENT LLC --- x~ CASTLEGATE II SUBDIVISION 1 SECTION 200. BLO'K 7, LOT 5R ZONED R-iB ,4 10392/280 ' 'f S% FLOOD ZONE AE AS DELINEATED j BY 71iE TOWER POiNT LOMR & N/F_- _ LIMITS OF 100 YEAR FLOODPLAIN DOS DORADO DEVELOPMENT LLC '. � 1 LAVE LENGTH BEARING LI 10.82' N59' 03' 477E L2 73.71 N43' 03' 20'E L3 107.62' N25. 44' 02'E W-12 Ia1' Row LEGEND ,' i Yom. r*J :S :' .t.R. ;..�. y' ,1rr, z s 1'...fr• �.`�-t-4G• '{:: •:r;.♦;{�.ri �'• " sr li�:ir.:s al �s:- '11.rJl " i': {','j%i:•rr' `y,.. "+•, - r < r • �.J.i' 6a a�. • �(:�r,:.. - t• : ��'i1:n,. •t,:;+ic:�t•: wRK ^:1...^i: r r' �:'F C:''... a•. � v tr.'r'a",`f. _ _ ;c,+ �n. 4r 3� � •t...�,ri:F Y l:4 _ _ _W-1 2 '-12 W-12 W W -12 -W -12--W-12 _ N/JF +' 1 DOS DORADO DI`EVELOPMENT LLC CASTLEGATE II SUBDIVISION SECTION 200, BLOCK 7, LOT 1R 'fig ZONED R-19 ral 1D392/26D 32 sa 30 a sa 311.02 XS 66 _ BFE SCALE IN FEET NF DOS DORADO DEVELOPMENT LLC ' . M I CASTLEGATE II SUBDIVISIONi T• I SECTION 200, BLOCK 7. LOT 211 int ZONED R-18 ,i 10392/260 rak :, t.; .:�.,""'ti f v.�•f Zi IS i n7.^a ._:: t l,.,;� wi 2Ftf:a ^•.t•' ri. N/D O .PMENT ILA CASTLEGATE II SUBDIVISION r ,^ at._ SECTION 200, BLOCK 7. LOT 3R fs ZONED R-18 i. f ,•; ; 10392/260 :.;. 4, DOS DORADO D/EI+ELOPMINT LLC i' CASTLEGATE it SUBDIVISION SECTION 200, BLACK 7, LOT 4R .K XS 3495 ZONED R-18 t t r,. • •r BFE 311.71. 10392/260 ys _ Common Area R, y, 5.130 Ac NF DOS DORADO DEVELOPMENT LLC --- x~ CASTLEGATE II SUBDIVISION 1 SECTION 200. BLO'K 7, LOT 5R ZONED R-iB ,4 10392/280 ' 'f S% FLOOD ZONE AE AS DELINEATED j BY 71iE TOWER POiNT LOMR & N/F_- _ LIMITS OF 100 YEAR FLOODPLAIN DOS DORADO DEVELOPMENT LLC '. LINE TABLE LINE TABLE LAVE LENGTH BEARING LI 10.82' N59' 03' 477E L2 73.71 N43' 03' 20'E L3 107.62' N25. 44' 02'E L4 147.67' NIB' 27' 04"E L5 204.04' N12' 12' 47"E Lo' 8.90' NIT 12' 477E L7 43.72' S49 29' 127E L8 33.12' S40' 37' 53"E L'T 86.52' S48' 23' 48"E L10 95.49' S70. 13' 147E LS 1 58.51' N79' 23' 277E L12 69.24' 589' . 59' S9`E LINE TABLE LINE # LENGTH BEARING L13 164.13' S19' 34' WE L14 18.31' S48' 03' 167E LIS 117.16' N67 40' 30'W L16 97.77' N72' 64' 52"W L17 43.28' SOT 14' 29W L18 66.24' S40' 37' 53V LIS 64.74' SIG' 27' 33"W L20 117.26' S27' 22' 29'W L21 119.42' S46. 14' 58'W L22 150,00' S11' 03' 09'W L23 54.46' S25' 39' 53"W L24 313.50' N48' 03' 32-W 4 r AS REGULATED BY THE CITY OF ` COSTLEGA7E II SUBDIVISION. ' " .. COLLEGE STA11ON STORM WATER SECT ON 200, BLOCK 7. LOT 6R MANACEMENT ORDINANCE c� ZONED R-18 10392/260 ,t'r• ,� t1 CASTT.EIGATE HOMEC1tY IRS ASSDCIA71ON N/F LLC ;'•.: .::... -` ti� ► 1 CASi16IGATE SUBIIYTStdN 0 DOS DORADO£ DEVELOPMENT VELOPIt E CiIY OF COLLEGE STATION SDCTEON 200, C019AQN AREA SUBDIVISION :•� ZONED h-0 CASTLEGATE z[,BLACICB, LAT 7R , v;.:a •r.�-;: r, SECTION 200. PARKLAND .. ..•,.,•,.. ZONED A-0 110392/230 260 14392 qt - / i'• Tri - * 10392/28Q t^ lj PARK "B•.�5' . Tom, " r , r T ® , j n' I�OS DORADO DEVELQPMENr L1-- $ CASTL EGATE II SUBDIVISION r� 3 tf1 ,••. . ,. SECTION 200 BLOCK 7 rc I LOT OR VICINITY MAS' `3cp, ZONED R -TB :.d- _ 10906/267 Highway co L19 Le `L7 41; 0 N F a}<< PROPOSED DOS DORADO DEVELOPMENT LLC _ �` 6a BUILOtNG /�� CAS G CASTLEGATE If SUSOtvIs►oN r r" SECTION 20D. BLOCK 7, gsl'.a ri 4 g�• LOT 9R f l ZONED R-iB rEs.,1r 'C'1_A1 1111 t:aP ►�",. i 10908/267 eCO� CURVE TABLE CURVE # LE!NGTM RADW DELTA TANGENT CHORD CHORD BEARNG C1 147.76' 70.00' 12Cr 57' 20" 123.61 121.62' N72. 41' 267E C2 3,65' 125.00' 001' 40' 23' 1.83' 3.65' S20' 24' .WE C3 37.28' 75.00' o26' 28' 53` 19.03' 36.90' S33' 48' 49'E C4 9.18' 25.00' 020' 58' S5' 4.63' 9.10' S37' 33' 48"E C5 1 16.49' I 25.00' 037' 47' 18" 8.56' 16.19' N66' 57' 11-W 4 r AS REGULATED BY THE CITY OF ` COSTLEGA7E II SUBDIVISION. ' " .. COLLEGE STA11ON STORM WATER SECT ON 200, BLOCK 7. LOT 6R MANACEMENT ORDINANCE c� ZONED R-18 10392/260 ,t'r• ,� t1 CASTT.EIGATE HOMEC1tY IRS ASSDCIA71ON N/F LLC ;'•.: .::... -` ti� ► 1 CASi16IGATE SUBIIYTStdN 0 DOS DORADO£ DEVELOPMENT VELOPIt E CiIY OF COLLEGE STATION SDCTEON 200, C019AQN AREA SUBDIVISION :•� ZONED h-0 CASTLEGATE z[,BLACICB, LAT 7R , v;.:a •r.�-;: r, SECTION 200. PARKLAND .. ..•,.,•,.. ZONED A-0 110392/230 260 14392 qt - / i'• Tri - * 10392/28Q t^ lj PARK "B•.�5' . Tom, " r , r T ® , j n' I�OS DORADO DEVELQPMENr L1-- $ CASTL EGATE II SUBDIVISION r� 3 tf1 ,••. . ,. SECTION 200 BLOCK 7 rc I LOT OR VICINITY MAS' `3cp, ZONED R -TB :.d- _ 10906/267 Highway co L19 Le `L7 41; 0 N F a}<< PROPOSED DOS DORADO DEVELOPMENT LLC _ �` 6a BUILOtNG /�� CAS G CASTLEGATE If SUSOtvIs►oN r r" SECTION 20D. BLOCK 7, gsl'.a ri 4 g�• LOT 9R f l ZONED R-iB rEs.,1r 'C'1_A1 1111 t:aP ►�",. i 10908/267 eCO� 2y, N/F N/F 0 DOS DORADO � DOS DORADO � ••2 I I DEVELOPMENT LLC DEVELOPMENT LLC N F CASTLEGATE II SUBDIVISION CASTLEGATE I{ SUBDM510N N/F r / SECTIO DOS DORADO DOS .DORADO N 200 BLOCK 7 LOT 12R � SECTION 200 BLOCK 7. r .- - DEVELOPMENT LLC � ZONED R-18 LOT 11R DEVELOPMENT LLC •a CASTLEGATE 11 SUBDMSiON 10908/267 ZONED R-1 B CASTLEGATE 11 SUBDIVISION SECTION 240, BLACK 7, 10906/287 LOT 13ROT 10RSECTION 200, BLACK 7. P I - PROJECT Gt + LOCA ZONED R10 ZONED R-18 TION NOTTQSCAT.B a '. 10906/267 ( 10906/267 j 3. 50.E �' / j j i1rrj 1 Ci :Smim • .y.,.• . ...t 1 CASTLEGATE R"EVIEWEU I CLMLIMC OMMUNITY CENTER ` CASMEGAT`E li SUBMS10N ---. - APR 1: 201 SECTION 200 COMMON AREA T� l T C� TOTAL AREA 5.130 ACRES 4 . F ► CA TLEGA. E II SUS IVISION KR voumi"Mmm t 1 ELEVATION, E CTION 1 - - i3TATIM IMO$ «� :r -' DEVELOPER: I Q REQUIIREt3 a 1 • • a' II Homeowners, 3--D Development -s 4490 Castle ate Drive � r L s • T , . ..Inc. - g loll s e' to Drive College Station, TX 77845 Colle e Station TX 7 979 690-7250 +3` , • 9 7845 ( ) ( 979 0 3 69 - I 2 30 E3 NW, 20"P' SURVEYOR: ENGINEER: �- s■® 1iYiii1i11 ' ' . Brad Kerr RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900. OF a �"A TED BY.L E C.� TE II SCALE C Luacc T * ®®W. THE, SEAL APPEARING ON THIS ttA,.,• �► SCALEi TGE 1 Schultz i t ii �� e 1 � L LC JOSEPHDOCUMP. SCHULTZ P.E.,ENT WAS ZL CENSE +*- '• 's*. COIVIMUUVI T Y C.�NT "R NOR WICH .DRIVE COMMON AREA -- CASTLEGATE II SUBDIVISION SECTION 200, COLLEGE STATION 2730 Longmire, Suite A NO. 65889 ON MARCH 27, 2013. Colleger Station, Texas 77845 ISSUED FOR REVIE\q �?� 979.764.3900 TBPE NO. 12327 CT. i SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 MARCH 2013 ., IT -.r- r SCHULTZ E:NGiNEE:RING, LLC 51'1' FLAN SHEET 1 OF 2 VERTICAL N/A HORIZONTAL 1"=60' PLOTTING SCALE: 1;1 FILE NAME: 12-220 0( r cam M 0 I O X IUs •P. L4 G) � I I� 2y, N/F N/F 0 DOS DORADO � DOS DORADO � ••2 I I DEVELOPMENT LLC DEVELOPMENT LLC N F CASTLEGATE II SUBDIVISION CASTLEGATE I{ SUBDM510N N/F r / SECTIO DOS DORADO DOS .DORADO N 200 BLOCK 7 LOT 12R � SECTION 200 BLOCK 7. r .- - DEVELOPMENT LLC � ZONED R-18 LOT 11R DEVELOPMENT LLC •a CASTLEGATE 11 SUBDMSiON 10908/267 ZONED R-1 B CASTLEGATE 11 SUBDIVISION SECTION 240, BLACK 7, 10906/287 LOT 13ROT 10RSECTION 200, BLACK 7. P I - PROJECT Gt + LOCA ZONED R10 ZONED R-18 TION NOTTQSCAT.B a '. 10906/267 ( 10906/267 j 3. 50.E �' / j j i1rrj 1 Ci :Smim • .y.,.• . ...t 1 CASTLEGATE R"EVIEWEU I CLMLIMC OMMUNITY CENTER ` CASMEGAT`E li SUBMS10N ---. - APR 1: 201 SECTION 200 COMMON AREA T� l T C� TOTAL AREA 5.130 ACRES 4 . F ► CA TLEGA. E II SUS IVISION KR voumi"Mmm t 1 ELEVATION, E CTION 1 - - i3TATIM IMO$ «� :r -' DEVELOPER: I Q REQUIIREt3 a 1 • • a' II Homeowners, 3--D Development -s 4490 Castle ate Drive � r L s • T , . ..Inc. - g loll s e' to Drive College Station, TX 77845 Colle e Station TX 7 979 690-7250 +3` , • 9 7845 ( ) ( 979 0 3 69 - I 2 30 E3 NW, 20"P' SURVEYOR: ENGINEER: �- s■® 1iYiii1i11 ' ' . Brad Kerr RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900. OF a �"A TED BY.L E C.� TE II SCALE C Luacc T * ®®W. THE, SEAL APPEARING ON THIS ttA,.,• �► SCALEi TGE 1 Schultz i t ii �� e 1 � L LC JOSEPHDOCUMP. SCHULTZ P.E.,ENT WAS ZL CENSE +*- '• 's*. COIVIMUUVI T Y C.�NT "R NOR WICH .DRIVE COMMON AREA -- CASTLEGATE II SUBDIVISION SECTION 200, COLLEGE STATION 2730 Longmire, Suite A NO. 65889 ON MARCH 27, 2013. Colleger Station, Texas 77845 ISSUED FOR REVIE\q �?� 979.764.3900 TBPE NO. 12327 CT. i SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 MARCH 2013 ., IT -.r- r SCHULTZ E:NGiNEE:RING, LLC 51'1' FLAN SHEET 1 OF 2 VERTICAL N/A HORIZONTAL 1"=60' PLOTTING SCALE: 1;1 FILE NAME: 12-220 0( r DISTURBED AREA UM I C� CASTLEGATE HOMEOWNERS ASSOCIATION CASTLEGATE SUBDIVISION If > ns I \ SECTION 200, COMMON AREA ZONED A-0 .:' 10392/280 EXISTING POND ` � BULLHEAD PRIVA DRAINAGI� EASEMENT 1`6\ 8" PIPE DRAIN jI °,-'L•:` \ ---� 0906/267'::.;t'.:. 20 - 10 0 20 •�.>: UNDER SIDEWALK °•;:;:: : , %� , SCALE IN FEET / PROPOSED 6' CONCRETE SIDEWALK ' :• �� '.. ' / •:.• :'.; a \ \ UUMMUN AMA Ur UASILWAIL SU6UMSIUN 11, SECTION .200, VOL: 10906 PG. 267. THE PROPERTY IS ZONED A-0. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.659 ACRES (28,706 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5.. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6.. THE _� NIMUM REQUIRED FIRE FLOW FOR AN, IBC TYPE VB BUILDING OF 4,560 SF IS 1,750 GALLONS PER MINUTE. THE BUUUUUUILDING IS NOT SPRINKLED. ONE FIRE HYDRANT IS REQUIRED. THE EXISTING HYDRANT ON NORWICH DRIVE WILL SERVE THE DEVELOPMENT. 7. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING To FEMA LOMR NO. 12-06-1841 P. EFFECTIVE DATE: MAY, 18, 2012. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC,) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY AND INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. .' 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT AP C A END ISLAND i i4: r S� ORDINANCE AND PROVEDPDD ZONING. S .••, : -... \ ^ . 544 SF i '�., •:. .. ` Cq N r" .. • �• �' ,� ''' '- � ., .,..�,' GROUND -MOUNTED 12. ALL ROOF AND � .;:" ' , . S ( / • •' �,: ; a;��♦ti,- � _ M TED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM -VIEW OR ISOLATED SO AS �. I / l 1 - S i .. ♦, , . . \ EXISTING POND . Y• 1 { R ♦ .•. ;. NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY W Y OR RESIDENTIAL DISTRICT WITHIN 150 OF THE SUBJECT LOT, DECK ` �.; :�:. \ MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH C . ,,. , , ,A, • , , 5 ti � H S REEKING SHALL BE COORDINATED WITH:THE BUILDING 4 -. � : \.\ � BULKHEAD \�` 1 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8" PIPE DRAIN ��.�,._ . ♦, ' I / ER SIDEWALK 1 ��♦ � 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE. WITH THE LIDO. CITY OF COLLEGE STATION PROPOSED ADA � " . r' • ' ,.• ..fes ._ � .•� � ,,� �:;, �.- '.,. Cd -I - SECTION ?_00, PARKLAND SIGNAGE v''.' c \ r `:. ZONED A-0 -- ,,., �\ �*��\ , 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE O PIER :.:' ?. l 10392/260 �' l �✓ ! \ STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. / PARK "B" = \'a:; r \ y(�•< / /�� � �"�- --- SU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR tv \ \' / �✓ •x_.--309 f - i U� �/� ` ��� \\ / �I CITY OF COLLEGE STATION UTILITIES 7.5' BUILDING SETBACK '-9 - -- >. � � ✓ �,. ♦ ARBOR PH: 979- 84-6 8 r \ �,�, , r \` \ 7 314 �3\ EXISTING 12' i „' „ .. . DISTURBED AREA LIMITS SEWER UNE _ c a .. / , v r \l co NN 1�1 ly r GENERAL LOTES.,S1. THE CTOR SHALL BE RESPONSIBLE FOR VERIFIING THE EXACT LOCATION OF ALL DfISTiNG UNDERGROUND / EXISTING STORM SEWER PIPE c j \}�(r `"` P UTiUTi S, N I % / OTiFlCATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUC110N 15 REQUIRED. /v r .: S 9 �\ `! \ \/ �Z/ ; DECK / IG TESSr _ � .� / � �� ~\\ Y ♦� ` \ \3 .....:•--_ _ - .` (800) 344 8377 \/ PUBLIC ACCESS EASEMENT - "'"" � � PGES �,, � � COMMUNITY . ?, 7? ------ _ d /- '- TMOS ENERGY: (979) 774-2506 . I BY SEPARATE INSTRUMENT w' / G ' PGE `. \ \ CENTER �✓ ( ) \ \ UDDEN LINK COMMUNICATIONS: 979 595-2429 ( ) �A LNG ISLE PRS\ PP SP a� `�� c\ �� RIZON: (979) 821-4770 n / P o\c 1 STORY 3r 180 F. r 9 \\PN .\ 3 of '•' \� EXISTi TOR . r• ' �� c ') I . 29 BLDG. HT. - \ \ �- =--- �� 2. IT IS E RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND I NGS M /� �( 1 r \ �` PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION JUNCTION BOX i \ ROOF PEAK ✓ /OF A CONSTRUCTION EXff 20' PRIVATE M.� '" 5� ( ��� - ` �� / FLOOD ZONE AE AS DELINEATED AND S LT FENCE AS NECESSARY. RAINAGE EASEMENT S F - 317.0 BY THE TOWER POINT LOMR & 10906/267 / R2.5, r \ \60 SF \, LIMITS OF 100 YEAR FLOODPLAIN 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. /. \ S� / / AS REGULATED BY THE CITY OF INSPEQTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE r °" - - ` - /, "� _/• - r - COLLEGE STATION STORM - - CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION WATER of THIS: PROJECT. j 7$ •f'..'..'>° \ / .:: S S� \ %I SpPC� �� \ \\ i G�� / MANAGEMENT ORDINANCE IN RIOR END 6' TALL 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR > - _- S� y N' I PPR IS ND �! / / WOODEN FENCE CONSTRUCTION SITES. T 'T ST ST S I / , / ? .:' L 6 r 9 211 SF .i.S s i R15' r \ \ \ \ , g 5 PERMA ENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY lo. -..ST !>' 'Ta: bbl` ', 1 r r HYDRO ULCHING AND SEEDING ALL DISTURBED AREAS. x p i y 9 5 PORTE �/ ��� i i ----"_'---�._ • • '•, ,-, i N I � 10" STORM ?•�' � y I `� I COCHERE i `� / / 7 SEWER PIPE 6. ALL C NSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN COLLEGE STATION S A D ? B u �. ::,;I' - ti , / T N ARD Y I- • > I c0 \ \/ \ SPECT CATIONS AND DETAILS FOR SIDEWALKS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY � / ENGIN R'S OFFICE. 61 EXISTING 5' SIDEWALK cA C UNITS 7. THE C NSTRUCTION SHALL COMP r � / ? � �/ �\ / / A LY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY o - G\ REQ MENTS. �� ��r pew END i \ �� AREA INLET \, ��� \ Y RIO 125.88 � NTE 393 SISLAND F ISLAND / / \ 8. THE C NTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. : a , 271 SF \a ' �^ 2.5' = R20 9. INLET ROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 9 ' •'�' Q' : � GJ 4 PROPOSED � � �. t , P ° EXISTING 12" to ADA \ ap- T F 4" SEWER SERVICE 10. CONTOLRS SHOWN ARE FROM FIELD SURVEY DATA SEWER LINE a I ' r .. v' % RAMP 15,E 25' BUILDING SETBACK N%F y ` fi DOS QQRA00 11. EXTERI1R BUILDING AND SiTE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT • DEVELOPMENT LLC ORDI CE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROPOSED �.. �. 4 ✓' EXISTING j ' °� 9 N in -WATER SERVICE CASTLEGATE 11 SUBDIVISION PROJECT. LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF ADA RAMP t�' \ �tP 5 ni � BIKE RACK\ t SECTION LIGHT DES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL 8E MAN HOLE , ? y GE �' * ON 200, BLOCK 7. LOT 12R VERIFIED A. PP •> ZONED R -1B AT THETiME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. ISLA... > w. •..1 e` �� 2 5-12 5_ 1, , .. A .. �� �� ~r \ END SFND I PRS\�1G 5 10906/287 100 YR FLOODPLAIN LIMITS / 1V 7.5' BUILDING SETBACK _ S� N/F jF{ T c EXISTING 8 ON 17p \ -P 01 DOS DORADO ,.> SEWER LINE C @ t 10 PUE DEVELOPMENT LLC ,- .•.:^. / Eir A � / Q�s 2,44 � k a losos/2s7 CASTLEGATE n suaDIVi510N �( I ``� u f / 07 w S_ l SECTION 200 BLOCK . �, i ,. ... � ..• � �O. LOT- 13R C 7. � Q n ZONED R -1B _ iRE R 0 cr, �I P LANE / 10906/267 , ROPOSED � n > / /i _ $ I? SIGN ADA AMP �� S G � 6 qL W DEN „ FEI�GE ON LAN PE ISLAND ANALYSIS. � PROPERTY LINE S. ... P E M /TOTAL PARKING: 18 SPACES 10906/267 ....� .. PERIPHERAL ._ I .� , .• - L PARKING. 8 SPACES �` y PROPOSED _ EXISTING 5 SIDEWALK INTERIORPARKING. 10 SPA U7 ..� . S� ADA �3 �> ' ' r'. � CES VICINITY MAF' \ S RAMP' >\ ` �- INTERIOR LANDSCAPE ISLAND REQUIRED: � � ... >�. b,,, � R. .". •. ,,.� EXISTING _ FIRE HYDRANT 10 SPACES X 12 = 120 SF \ r� '�•� EXISTING WATER BLOWOFF - - - .y } 9 777, co Y _ EXISTING 4" WATER > - •, ::, �, � \.� SEWER SERVICEMETERS \ � S\ �z--'•:' . � EXISTING 4" err area art ria?: , ... / WATER UNE L.,... .,.: �. -^•c:�r-:a �� >a�;Ms7 t,l .�r._sE-.�ir+ � C14 \V/ INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND #ISLAND AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F. 1 210 180 30 2 271 i80 91 -1 2"_ 12"_ LEGEND 1' - -310- -- EXISTING CONTOUR CAOROTLEGATE II � :� 108" PLAT BOUNDARY e RESERVED 12"x18" REFLECTIVE FINISH METAL SIGN 6" AT EACH E EXISTING EDGE OF PAVEMENT PARKING 1.9" ND PROPOSED - " STEEL REINFORCING BARS * 24 - _- RO OSED EDGE OF PAVEMENT 1 6 _ _ T_COMMUNITY LENTEN LOT UNE R1/4 R D�)AT® � CONCRETE PAVEME T 6" 15' ( - N 1t - PUBLIC UTILITY EASEMENT LINE 3" - -- S-8 PUBLIC BUC SANITARY SEWER LINE :' :__ . '. " ' : - •' 1 , " • 3"R 3"R 1" - 1'AI�CINO 1/4i CASTLEGA1 E II SU�DIVISION -p -v T- :-c ! T' - e -o X A . "R 3" 12"x9` REFLECTIVE FINISH METAL SIGN �•: a' °" - W -S PUBLIC WATER UNE ° .j - M- ST - ST - PUBLIC STORM SEWER + " - - ON AREA :24" SEC O ONLY 6 ��e9h 12" 4" R Cit, "p '' Ti N 200 COMM 10 S-4 PROPOSED SANITARY SEWER UNE D� d d , 24 ; - �6U�E ................ a° �/6 ^� _ 1 TOTAL AREA = 5.130 ACRES I -_ I �i� W PROPOSED WATER LINE _ ILIZED SUBGRADE 6" Q ' 3" " _. _ I i i r- VOLUME 10906, PCA 267 (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 3" a f Z _ ' i ..:....:...... EXISTING .SIDEWALK �$,• * i COLLEGE (� 2x2 GALVANIZED STEEL TUBE COLUMN X=5" OR 6° AS SHOWN ON THE PAVEMENT PLN I + i __ STATION, SRAZ08 COUNTY, TEXAS _ SET IN CONCRETE FOOTING. PROVIDE --- 1. SIGN S - STEEL - : I- G HALL COMPLY - ---- _ _ * _- -, � - PL WITH THE CoCS _ -'� ( I -- _- 6 PAVEMENT E T USE : 4:REBAR ®-,i8 0. -__ _ CEW. O GALVANIZED STE CAP. # - PUBLIC SANITARY SEWER MANHOLE EL WELDED TO FIRE SERVICE STANDAR [f3l)-: DS. ,;OPO TUT F BE. :.:PAI T B "NT u E AND'cAP. 5 PAVEMENT: USE 4 REB (PROPOSED BUILDING # AR ®18 O.GE.W. _..-.. 3 _ i•'*•36 15 MIN..[:�-30"MIN[: 15 36 119 81 100 YR FLOODPLAIN LIMITS TIRE LANE SIGN DEhAIL NOTE: ALL CURBS 6" IN HEIGHT 6 6 6` N.T.S. i I ®_4 BARS UNLESS NOTED OTHERWISE. TYPICAL CONCRETE PAVING SECTION OWNER: DEVELOPER: EXISTING POND BULKHEAD I I � = 3/4" X 1 B" SMOOTH TYPICAL CURB DETAIL BIKE RACK DETAIL N.T.S. EXPANSION DOWELS - FIRE LANE MARKINGS � I I I N:r.S. Castlegate II Homeowners 3 D Development �-e �:c'a VEHICLE LAY OF HOSE g wners p 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH I 1 N.'r.S. d®FIRE LANE.er� FIRE LANE NOTES: Association Inc. 4490 Castlegate Drive (4') WHITE LETTERING STATING `FIRE LANE - NO PARKING - TOW AWAY " L I 4 College Station, TX 77845 •: • r% ' EXISTING ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 3 MIN. 490 Castlegate Drive ' . + NG SIDEWALK J 1. ALL CHARACTERS MUST BE 60 979 690-7250 ' • ,....• •.::.... •. ; .;� MINIMUM ABOVE GRADE OR SIDEWALK. College Station, TX 77845 ( ) 2. A SIGN TWELVE INCHES (12� WIDE AND EIGHTEEN INCHES (18'� IN II " f ® DISTURBED AREA LIMITS HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH (979) 690-2330 ADA ACCESSIBLE ROUTE ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES 12 WIDE D EIGHTEEN ADA SIGN DETAIL I ( AN HTEEN INCHES HIGH, WITH A SURVEYOR:ENGINEER: SIT E -----'------------ PUBLIC ACCESS EASEMENT COMPANION SIGN TWELVE INCHES 12 WIDE AND SIX INCHES` 6" HIGH N.T.S. E N G I N E E 1 b . STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE. FLOW ARROW BACKGROUND WiTH SYMBOLS, LETTER AND BORDER IN RED. Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. . 2730 Longmire, Suite - Bryan, TX 77803 College Station, Texas 77845 (979 ) 268-3195 1 5 _ (979) 764-3900 I Enaineerincg, LL' 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 FEBRUARY 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON FEBRUARY 4, 2013. R IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. CA►'TLE GA T II COMMUNITY CENT.,E'.R NORWICH DRIVE COMMON AREA - CASTLEGATE II SUBDIVISION SECTION 200, COLLEGE STATION ■ `, s \ DOS DORADO DEVELOPMENT LLC I v1 ✓ CASTLECATE II SUBDIVISION f_ --t �` SECTION 200, BLOCK 7, LOT 4R ZONED R-16 xS 3495 ., BFE 311.7 ` 10392/260 ' t Conunon Area ' 5.130 Ac - - Y DOS DORADO DEVELOPMENT I10 Sr' 4 -coo+ CASE{ ELATE II SUBDIVISION I` / SECTION 200, BLOCK 7. LOT 511 \ ZONED R-113 .; 10392/260 \ ® A\ \ FLOOD ZONE AE AS DELINEATED BY THE TOWER POINT LOMR & N/F AY`f I I LIMITS OF 100 YEAR R OOOPI AIN \ DOS DORADO MELOPMENT LLC S 'Oh"Itz Engir��rir�LL 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS im SURVEYED KERR JOB NO. 12-220 DATE FEBRUARY 2013 SCALE SHEET VERTICAL N/A TE PLAN!' HORIZONTAL 1 it ISHTT 1 / V F PLOTTING SCALE: 1:1 FILE NAME: 12-220 LINE TABLE LINE # LENGTH BEARING Lt 10.82' N59' 03' 47"E L2 73.71' N43' 03' 20"E L3 107.62' N25' 44' 021 L4 147.67' N18' 27' 04"E L5 204.04' N 12' 12' 47"E L6 8.90' N12' 12' 47"E L7 43.72' S48' 29' 12"E L8 33.12' S40' 37' 53"E L9 86.52' S48' 23' 48"E L10 95.49' S70' 13' 14"E L11 58.51' N79' 23' 27"E L12 1 69.24' S89' 59' 59"E S 'Oh"Itz Engir��rir�LL 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS im SURVEYED KERR JOB NO. 12-220 DATE FEBRUARY 2013 SCALE SHEET VERTICAL N/A TE PLAN!' HORIZONTAL 1 it ISHTT 1 / V F PLOTTING SCALE: 1:1 FILE NAME: 12-220 LINE TABLE LINE t LENGTH BEARING L13 164.13' S19' 34' 22"E L14 18.31' S48' 03' 16"[ L15 117.16' N6T 40' 30"W L16 97.77' N72' 54' 52"W L17 43.28' S85' 14' 29"W L18 66.24' S40' 37' 53"W L19 64.74' S19' 27'. 33"W L20 117.26' S2T 22' 29"W L21 119.42' S46' 14' 58"W L22 150.00' S11' 03' 09"W L23 54.46' S25' 39' 53"W L24 313.50' N48' 03' 32"W S 'Oh"Itz Engir��rir�LL 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS im SURVEYED KERR JOB NO. 12-220 DATE FEBRUARY 2013 SCALE SHEET VERTICAL N/A TE PLAN!' HORIZONTAL 1 it ISHTT 1 / V F PLOTTING SCALE: 1:1 FILE NAME: 12-220 CURVE TABLE x CURVE # LENGTH RADIUS DELTA TANGENT CMOR© CHORE BEARING C1 147.78' 70.00' 120' 57' 20" 123.61' 121.82' N7T 41' 26"E C2 3.65' 125.00' 001' 40' 23" 1.83' 3.65' S2(T ',24' 34'E C3 37.28' 75.00' 028' 28' 53" 19.03' 36.90' S33' 48' 49"E C4 9.16' 25.00' 02O' 58' 55" 4.63' 9.10' S37' 33' 48"E C5 16.49' 25.00' 1 03T 4T 18" 1 8.56' 16.19' N66' 57' 11 "W S 'Oh"Itz Engir��rir�LL 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS im SURVEYED KERR JOB NO. 12-220 DATE FEBRUARY 2013 SCALE SHEET VERTICAL N/A TE PLAN!' HORIZONTAL 1 it ISHTT 1 / V F PLOTTING SCALE: 1:1 FILE NAME: 12-220 x �3 w' I,La MIMI K 7; r S 'Oh"Itz Engir��rir�LL 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS im SURVEYED KERR JOB NO. 12-220 DATE FEBRUARY 2013 SCALE SHEET VERTICAL N/A TE PLAN!' HORIZONTAL 1 it ISHTT 1 / V F PLOTTING SCALE: 1:1 FILE NAME: 12-220 DISTURBED AREA UMTS • k : ..: ' a �I I GASTLET;AIE HOMEOWNERS ASSOCIATION CASTLEGATE SUBDMSION II ;.✓ -+ - \ SECTION 200. COMMON AREA !V to I , ZONED A-0 • Tn ' 0 10392/280 TOM •. r. a, r � to ' EXISTING POND BULKHEAD 0' PRIVA DRAINAGE EASEMENT > . • . ,. ' ,. '• ' PIPE, 20 10 0 20 0906/267 UNDERS SIDEWALK " - , �y n I/ /� � •. ,.-••r •' • , /� .:...: �-� � \ SCALE IN FEET a �V ti ..• ' \ PROPOSED 6' y': I 3 SIDEWALK >• ai r < CONCRETE ' :''.•,, / t %.VMMVLY MICEI, Vr %d%Z1LtvN1t J1,101AVI.iUN n, atU11UN ZVU, VVL. WkWb VU. Zbj. IHE.PROPERTY IS ZONED A-0. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.659 ACRES (28,706 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE MINIMUM REQUIRED FIRE FLOW FOR AN IBC TYPE VB BUILDING OF 4,560 SF IS. 1,750 GALLONS. PER MINUTE. THE BUILDING IS NOT SPRINKLED. ONE FIRE HYDRANT IS REQUIRED. THE EXISTING HYDRANT ON NORWICH DRIVE WILL SERVE THE DEVELOPMENT. 7. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA LOMR NO. 12-06-11841P. EFFECTIVE DATE: MAY. 18, 2012. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 0, ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 10, ALL UTIIITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY AND INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. I' SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT A ' ` RDINANCE AND APPROVED. PDD ZONING. END ISLAND -7' >.R .P 544 SF3�•`''.�� / ,.-' � � "i; '• �, ••: \ �2ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS / v - - ' : •• SC • �'� •%•' ` ' � c,� / ' •' .L'. •• ; ; „' EXISTING POND NOT TO IBE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THESUBJECT LO q • .• -r I ,, y' / \ 4 BULKHEAD DECK MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING •� • � .�"" " " 5` , /`,. :, � � ���.:. ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. Q 8 }✓ C � •: .:,' >.•:�'i- -: `� PIPE DRAIN / � r x. .r.•, tY / 3. PROPOSED SIGNS SHALL BE PERMITTED P 1 , :r. 1 / r : • UNDER SIDEWALK \!- C / 1SEPARATELY IN ACCORDANCE WITH THE LIDO. CITY OF COLLEGE STATION PROPOSED ADA � ,,.� s : � ,:..�-,,`.• •� s' , / :..�:. �, ' I' 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE -t SECTION 200 PARKLAND SIGNAGE cC cC -I r� �' ` ✓ T`' PIER STATION IUTI TIES ELECTRICAL. DESIGN FOR THIS PROJECT. ZONED A-0 �>' \ U C .. y 7 ? .:.. .F,:- z: ' 10382/260 ...- ' c ' + In CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR .. 4 ••::r. ' f - LARK "B" 09 CITY OF COLLEGE STATION UTILITIES ry r ' / \ \\\ {/ �s ��� .•� ! ARBOR PH: 979-764-6314 7.5' BUILDING SETBACK ' m S " i / i V i y,, DISTURBED AREA LIMITS - • x-318 ' ':: „ EXISTING 12�• EX ^ � -'" :•, SEWER UNE ,-• � �\ :: ! ` � � ! ! � ' , ._--- "". _ I J GENERAL NOTES. 5 y_ L N - _ _3 o f 7 C S THE C0 TOR SHALL BE RESPONSIBLE BLE FOR R 1 I VERIFYING THE EXACT LOCATION OF ALL EXISTING U D N ERGROUND c .. .,-. NOTIFICATION F - i - .� _;. UTILITIES.: OTiFlCATiO 0 THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION I5 REQUIRED. c, / j EXISTING STORM SEWER PIPE . � \)I � � � _ • \ :. • . � / 5 . f DECK D G TESS. 800 344 8377 \\\ A ENERGY: (97) 7 4- a cn N / tom' E5 COMMUNITY \ 4 �• >2 �- T S ( 9) 7 2509 } •..,r - �C PG \� .�/ - SUDDEN LINK COMMUNICATIONS: (979) 595-2429 _ PUBLIC ACCESS EASEMENT �" / SP GE I \ \ CENTER �.. i '� 1 a - BY SEPARATE INSTRUMENT) - .N• �.� .-,' \NG SPP :.a t��y - - R ZON: (979) 821-4770 - ;• I ( N ) ING is R� 2 `. 1 STORY \�\ `.< \3 A L`A P P GP i v'N' -... g 0 � � 2. IT IS T�E' RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND (� \ - - ' r N r� 29 BLDG. HT. PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT \Cp EXISTING STORM v S c�� 1 �\ \ �� r �� AND SILT FENCE AS NECESSARY. r in ROOF PEAK ,.. / :: •,:.r JUNCTION BOX T N \ \ \ \ . FLOOD ZONE AE AS DELINEATED _ i \ , PRIVATE � `� � � F - 317.0 � !� 8Y THE TOWER POINT LOMR & S ca ! 3. THE CO0RACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. a RAINAGE EASEMENT / \ ! /� LIMITS OF TED YEAR FLOODPLAIN --./ '.�•',�! :. ;\ 1I _,_•,_. '1� � R2, ! �60 SF .,r IN5PEC ONS SHALL BE GONE EVERY 14 DAYS. AND. AFTER EVERY RAINFALL EVENT OF 1/2- OR MORE. THE :'' >. c0•, / 10906/267 C T 5 w AS REGULATED BY THE CITY OF CONTRA TOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION COLLEGE STATION STORM WATER ,;'.. • / ! ! OF THIS PROJECT. ,a^'... .•,�,:,,'- `" "` -( 2S• GES ! \ i ,` y-,".. � MANAGEMENT ORDINANCE SPP / ! ✓ END 6 TALL 4, THE CO CTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR a IN RIOR ! \ �. ! WOODEN FENCE CONSTR C71ON SITES. Sj y ry' t �PR� IS NO is / �� _ /> : ,'�- (� >' T - 'T - ST - ST S I - - I 9 ` ! 1 r 211 SF ! \ \ \ ! n. PERMAN, NT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY , ° c >C ! . > .; ++.: - .e . r .'.. :;:, , '^ . •.. ..".. �1 6 / `! GJ HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 1S L_. 1S . a J . R15 1 17 I POR1E ! 10" STORM - ( B, ALL CO I STRUCTiON SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE COLLEGE STATION STANDARD �R' y t tr COCHERE ! SEWER PIPE SPECIFICATIONS AND DETAILS FOR SIDEWALKS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE O '. �' • : \.. :''• •:. `\ i `'o \ \ �� ! �`� ��. �a / ENGINEER'S OFFICE. CITY A C UNITS - 7. THE CO STRUCT1oN SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY a a EXISTING 5' SIDEWALK /^,:•.. otQ \2 I / \y! \� \ ! r / REQUIREMENTS. END INTERIOR i! AREA INLET �� \ 8. THE CO RACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED, 125.88. d�G ISLAND ISLAND : y • ' N P' C 393 SF 271 SF 1 2'S a 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE n r / PROPOSED °.° `' _ 5 r 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. » a \ / o. �n in ,. J 4" SEWER SERVICE o a EXISTING 12 h to a: ADA RAMP N F LIN t ° ' ' R15' 25' BUILDING f/' ` // '' 1 % %11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT SEWER E , SETBACK ` c I DOS DORADO t/ i ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY DEVELOPMENT LLC PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF ' CASTLEGATE 11 SUBDIVISION PROPOSED jy, : • \ m 9 >S, ` " WATER SERVICE LIGHT DOES NOT CROSS ANY PROPERTY UNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED E.. a EXISTING ADA RAMP ; �� P �� \ ° I SECTION 200, BLOCK 7. LAT 12R '4' ES �i ft „ a BIKE RACK AT THE iTIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. . MAN HOLE / / \ �± �' ' PG ZONED R -1B END ISLAND I G 10908/267 12 -S-12 _ 5� 1 A. ">' ;. Gs '<' ? �' 485 SF 5 PPRP _ 100 YR FLOODPLAIN LIMITSrf.•. t7 8 6 w ,> .•... r \.:� S i r' 7.5' BUILDING SETBACK ' see Ich �•,' ..:.: �,• � N%F ' 0 - r ], Ops DORADO _ . ,. C-1 c� EXISTING e N D / d 10 PUE DEVELOPMENT LLC SEWER LINE CR @ 32 Sa 10906 267 , h 4 fi (� / CASTLEGATE !I SUBDIVISION aim n ,.. / • I . •.., I . g "r` A top/ _ 4Qi '� S� '"f SECTION 200, BLOCK 7, u' f S.l 6g, o LOT 13R I ' �O• e RE ZONED R--18 R � ROPOSED ,� LANE SII r IY P / ,,. 10906/267.• ` \ \ � / ( f/ h • SIGN • ADA AMP _ R �q T LL WOODEN S; 6 _ y .. 8 ' I _ LANDSCAPE S_ _- E I AND ANV�LYSIS. ... _ bE ON ,- _ . FEN ...ffet . PROPERTY UNE CO 5,,PUE TOTAL PARKING. 18 SPACE > ! 10906/267 PERIPHERAL '� ...: rII� PARKING. 8 SPACES .. . \ , ^ EXISTING 5 SIDEWALK " INTERIOR PARKING. 10 SPACES • ,VICINITY MAP PROPOSED �5\ �- • ADA RAMP INTERIOR LANDSCAPE ISLAND REQUIRED. a . 8 r.. EXISTING ^ 10 SPACES X 12 = 120 SF c� c? ,, h ., : W `'� FIRE HYDRANT f ii iTWay 40 - �'� �meq, .. F. - - Q EXISTING WATER' ' x �'\ a!+! z?-...�.-.• T.x D n•� NEXISTING 4" WATER \ `\\ SEWER SERVICE:. � METERS 5 EXISTING " 4 \ � '. Y=� u:'w„^ts"": �'?u .. s -,"7,!S F.P?:3:u,.. �i....,•..., k:8'_"�.F.'_y'^'^,A.-moi. M::^",:.''kJ S^.u: r5 s,.:.o:, ,�.v^. . WATER UNE i INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND ti` ISLAND AREA INTERIOR AREA S,F. REQUIRED S. ISLAND AREA I PROVIDED S.F. 1 210 180 30 2 271 180 91 ADDITIONAL INTERIOR LANDSCAPE ISLAND N Q PROVIDED S.F. = 121 SF 1 0 SF REQUIRED e ec y PROJE T C� C g� NOT TO SCALE LOCATION _ aka-- `•r�-' - i z" LEGEND i, _ CASTLEGATE 11. 108" -310- EXISTING CONTOUR , m " .9" 6" AT EACH END PLAT BOUNDARY a RESERVED 12 x18 REFLECTIVE FiNISH METAL SIGN EXISTING EDGE. OF PAVEMENT - PARKING STEEL REINFORCING BARS * " 24" - - COMMUNITY CENTER PROPOSED EDGE OF PAVEMENT 1'-6" 1/4 R t5" - `Mu II - LOT UNE R CONC ETE PAVEME T L_J T CASTLEGATE II SUBDIVISION. - PUBLIC UTILITY EASEMENT LINE DES1(IATED S-8 PUBLIC SANITARY SEWER LINE a . .,• -. < ' X r _ _ •. �� -LI- PAFIICiNG ° » • : � �'": �.: -T- � :-v•.<-a- -- Q<,. ; • - d . 1 /4"R [. - 3 12 x9 REFLECTIVE FINISH METAL SIGN :.° a ° W-8 PUBLIC WATER LINE - .'s - 24" " , 3 SECTION 200 COMMON AREA ST - ST - PUBLIC STORM SEWER g vu+ 24" r - i r ONLY AC�9BLE 12 4 a 4 - �' TOTAL AREA 5.130 ACRES -4 PROPOSED SANITARY SEWER LINE g» 6" LIME STABILIZED SUBGRADE . VOUAE 10908, PG 267 W PROPOSED WATER LINE , r -i_ - I } (EXTENDS 1 OUTSIDE THE EDGE OF PA'JEMENT) .- - -- ,- ---- 2 . Q 2 n - ! ! 1- T10N, , H r 1 7 :. - n " " L- � L I' f l f �' �. t a t' �.r..L.L�i�\.1G O 1 A OfViLW COUNTY, � TEXAS 'j�j{�,�j ,L,� :,LI .-. , - r _41___ . < . EXISTING, s 2x2 GALVANIZED STEEL TUBE COLUMN X 5 OR 6 AS SHOWN ON THE PAVEMENT PLAN _ -- I .< :: ,. _.. a . . :. _• IX TIN SIDEWALK ., „ !- - - • �- • . -. � -- - . •� -�_ SET IN CONCRETE FOOTING. PROVIDE :L SIGN s 6 PAVEMENT USE 4 REBx�Tz 1. GN HALL COMPLY WITH THE CoCS � GALVANIZED STEEL CAP WELDED TO 11 _ " y .._ 36 15 30 MI[1�30"; FIRE SERVICE STANDARDS. N. 136Q PUBLIC ITA1tY SEWER MANHOLE C 3 . MIN 15 _ SAN ,_. B R x'-18 0. 3 T U5 4 RE A C.E W. OP OF TUBE. ,PAIN TUBE AND `CAP 5 - PAVEMEN E I---- I T E T " 6 6 6 PROPOSED BUILDING � Fes- --�•-I FIRE LANE SIGN DETAIL = 4 BARS' NOTE: ALL CURBS 6' IN HEIGHT 9W FM L9 L9 I 100 YR FLOODPLAIN LIMITS N.T.S. I i TYPICAL CONCRETE PAVING SECTION UNLESS NOTED OTHERWISE, OWNER: . � . 0 _ 3/4- X ,6" SMOOTH Oyi NEP • DEVELOPER EXISTING POND BULKHEAD I I N.T.S. TYPICAL CURB DETAIL BIKE RACK DETAIL FIRE 'LANE MARKINGS I i EXPANSION DOWELS r.S. N.T.S. Castlegate II Homeowners 3-D Development N. VEHICLE LAY OF HOSE I i Association Inc.4490 Castlegote Drive sI®efiRE L4NP]L�I�le! Fi 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH I , , ( College Station TX 77845 RE LANE NOTES, (4') WHITE LETTERING STATING "FIRE LANE - NO PARKING -TOW AWAY 4490 Castlegote Drive g ' '•'' • ' `^ ''_a ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. L J `+4 Colle e Station TX 77845 (979) 690-7250 3" MIN. . L ALL CHARACTERS MUST BE 60` • 979 690-2330 • . • ; • �% ' • ' EXISTING SIDEWALK MINIMUM ABOVE GRADE OR SIDEWALK. � 2. A SIGN TWELVE INCHES (12'� WIDE AND EIGHTEEN INCHES (18' IN " _ DISTURBED AREA LIMITS HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SURVEYOR: ADA ACCESSIBLE ROUTE �i �y j Ei , R • SHALL BE TWELVE INCHES 12 WIDE AND EIGHTEEN INCHES HIGH, WITH A ADA SIGN DETAIL ! '`'' N l� 1 N E `_' ` "' ----------------- PUBLIC ACCESS EASEMENT COMPANION SIGN TWELVE INCHES 1 AN SI N.Z.S. E (SIG WIDE D x INCHES (s) HIGH Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC - STATING "TOW -AWAY ZONE". SUCH SIGNS SHAH BE PAINTED ON A WHITE FLOW ARROW BACKGROUND WITH �. SYMBOLS, LETTER AND BORDER IN RED. Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire, Suite A - Bryan, TX 77843 . College Station Texas 77845 (979) 268-3195 (979) 764-3900 hultz Enaineering, LLU 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 FEBRUARY 2013 THIS DOCUMENT IS RELEASED FOR. THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON FEBRUARY 4, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. CA►S'TLECATE II COMMUNITY CENTER NORWICH DRIVE COMMON AREA - CASTLEGATE If SUBDIVISION SECTION 200, COLLEGE STATION SCALE VERTICAL N/A HORIZONTAL 1 t1=20' PLOTTING SCALE: FILE NAME: 12-220 � ®■tel■ r� hultz Enaineering, LLU 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 FEBRUARY 2013 THIS DOCUMENT IS RELEASED FOR. THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON FEBRUARY 4, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. CA►S'TLECATE II COMMUNITY CENTER NORWICH DRIVE COMMON AREA - CASTLEGATE If SUBDIVISION SECTION 200, COLLEGE STATION SCALE VERTICAL N/A HORIZONTAL 1 t1=20' PLOTTING SCALE: FILE NAME: 12-220 �....4 ' •000 _ �.. 1 12" MIN .' k,; •,., ,.: Ur to INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. APPROVED PLACED BY HAND. AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. :• j 1 UTILITY NOTES: JKC JPS 12-220 MARCH 2013 t I. ALL ELECTRICAL UTILITIES. ARE M BE INSTALLED PER COLLEGE STATION unLITIES / 1 10. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF $EARTH^, PLANS & SPECIFICATIONS. NON— BANK SAND, SPADE 1 AREA OF CONCRETE ON UNDISTURBED SOT,. OR AS DIRECTED BY THE ENGINEER. 8 `` . BY LIFTS INTO PLACE, STRUCTURAL I STRUCTURAL PAVEMENT TO FILL ALL VOIDS AROUND PIPE. 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3' OF PAVEMENT. VATED MATERIAL BACKFIL! CLEAN EXCAVATED I BACKFILL STRUCTURE THE TRENCH BOTTOM SHALL BE - BACKFILLED AND COMPACTED GRADED SO AS TO PROVIDE UNIFORM PER PAVING 3. PRIVATE WATERLINE AND PRIVATE SANITARY SEWER UCONSTRUCTION SHALL BE (N ACCORDING TO PLANE N O 5 0 Q ACCORDANCE WITH THE PLUMBING CODE CLEANOUTS SHALL BE INSTALLED PER ' PLUMBING CODE. GEO—TECHNICAL REPORT SCALE IN FEET 4. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH i j t PLUMBING CODE 3. r� •..,: 5. CONTRACTOR SHAH COORDINATE CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. COMPACTED CEMENT ST'ABi- 8. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. 0a0aa 0000 UZED SAND, IlkSACK/CY, LEGEND 7. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. o0a•02 PUGMILL ONLY. SPADE BY B. FINELY DIVIDED EARTH FREE OF ROCK. LUMPS AND CLODS EXCEEDING 6' SHALL E;E 12" MIN .' k,; •,., ,.: Ur to INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. APPROVED PLACED BY HAND. AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. :• j ;l �I JKC JPS 12-220 MARCH 2013 B. FINELY DIVIDED EARTH FREE OF ROCK. LUMPS AND CLODS EXCEEDING 6' SHALL E;E 12" MIN .' k,; •,., ,.: Ur to INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. APPROVED PLACED BY HAND. AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. :• j MANUALLY CONSOLIDATE AT �j JPS JKC JPS 12-220 MARCH 2013 OPTIMUM MOISTURE. 9. ALL CONCRETE BLOCKING SHALL. BE MIN. 28 DAY STRENGTH a 200D PSI. / 10. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF $EARTH^, PIPE O.D. JPS BANK SAND, SPADE 1 AREA OF CONCRETE ON UNDISTURBED SOT,. OR AS DIRECTED BY THE ENGINEER. 8 `` . BY LIFTS INTO PLACE, REVISION 11. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHrSD 7 DAY STRENGTH. (Sa MIN) I TO FILL ALL VOIDS AROUND PIPE. 12. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. O.D. THE TRENCH BOTTOM SHALL BE 127 MIN. GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES s QQ�, •.k � / THE SEAL APPEARING ON THIS .6chutz ne- l E$ e r i nj L 979.764.3900 TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY a !gLL; JOSEPH P. SCHULTZ, P.E.. LICENSE 2730 Longmire,Suite A � NO. 65889 ON APRIL 10, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION IZ.— SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKC JPS 12-220 MARCH 2013 2 ADDED 6" FIRE SPRINKLER UNE JPS 8/11/2014 1 FINAL BUILDING DESIGN REVISIONS JPS MARK REVISION BY THE SEAL APPEARING ON THIS .6chutz ne- l E$ e r i nj L 979.764.3900 TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY a !gLL; JOSEPH P. SCHULTZ, P.E.. LICENSE 2730 Longmire,Suite A � NO. 65889 ON APRIL 10, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION IZ.— SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKC JPS 12-220 MARCH 2013 r U 0' chultz Engineering, LILC 2730 Longmire, Suite A College Stationjexas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS SURVEYED KERR LINE TABLE LINE # LENGTH BEARING L1 10.82'. N59' 03' 47"E L2 73.71' N43' 03' 20"E L3 107.62' N25' 44' 02"E L4 147.67' N18' 27' 04"E L5 204.04' N17 12' 47"E L6 8.90' MARK REVISION BY DATE 0' chultz Engineering, LILC 2730 Longmire, Suite A College Stationjexas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS SURVEYED KERR THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MARCH 27, 2013. ISSUED FOR REVIEW JOB NO. DATE 12-220 MARCH 2013 LINE TABLE LINE # LENGTH BEARING L1 10.82'. N59' 03' 47"E L2 73.71' N43' 03' 20"E L3 107.62' N25' 44' 02"E L4 147.67' N18' 27' 04"E L5 204.04' N17 12' 47"E L6 8.90' NIT 12' 47"E L7 43.72 S48' 29' 12"E L8 33.12' S40' 37' 53"E L9 86.52' S48' 23' 48"E L10 95.49' S70' 13' 14"E L11 58.51' N79' 23' 27"E L12 69.24' S89' 59' 59"E THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MARCH 27, 2013. ISSUED FOR REVIEW JOB NO. DATE 12-220 MARCH 2013 LINE TABLE LINE # LENGTH BEARING L13 164.13' SIT 34' 22'E L14 18.31' S48' 03' 16"E Lis 117.16' N6T 40' 30"W L16 97.77' N72' 54' 52"W L17 43.28' S85' 14' 29`1 L18 66.24' S40' 37' 53"W L19 64.74' SIT 27' 33'W L20 117.26' S2T 22' 29"W L21 119.42' S46' 14' 58"W L22 150.00' S11' 03' 09'W L23 54.46' S25' 39' 53"W L24 313.50' N48' 03' 32`W THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MARCH 27, 2013. ISSUED FOR REVIEW JOB NO. DATE 12-220 MARCH 2013 CURVE TABLE CURVE # LENGTH FtADNS DELTA TANGENT CHORD CHARD BEARING c1 147.78' 70.00' 120' 57' 20" 123.61' 121.82' N77 41' 26"E C2 3.65' 125.00' 001' 40' 23" 1.83' 3.65' S20' 24' 34"E C3 37.28' 75.00' 028' 28' 53" 19.03' 36.90' S33' 48' 49'E C4 9.16' 1 25.00' 020' 58' 55" 4.63' 9.10' S3T 33' 48"E C5 16.49' 1 25.00' 1 037- 47' 18' 8.56' 16.19' N66' 57' 11-W THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MARCH 27, 2013. ISSUED FOR REVIEW JOB NO. DATE 12-220 MARCH 2013 l� CAr"LEGATE LL W COMMUNITY CENTER z CASTLEGATE II uUBDIVISION 1 a. SECTION 200 COMMON AREA r TOTAL AREA m 5130 ACRES n VOLUME 10906, Pa 267 COLLEGE STATION, BRAZOS COUNTY, TEXAS yz 4 OWNER: DEVELOPER: Castlegate II Homeowners 3-D Development =' Association Inc. 4490 Castlegate Drive 1 Ba L4490 Castlegate Drive College Station, TX 77845 v College Station, TX 77845 (979) 690-7250 -X ., (979) 690-2330 SURVEYOR: ENGINEER: Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 SHEET C 1 F F l� CAr"LEGATE LL W COMMUNITY CENTER z CASTLEGATE II uUBDIVISION 1 a. SECTION 200 COMMON AREA r TOTAL AREA m 5130 ACRES n VOLUME 10906, Pa 267 COLLEGE STATION, BRAZOS COUNTY, TEXAS yz 4 OWNER: DEVELOPER: Castlegate II Homeowners 3-D Development =' Association Inc. 4490 Castlegate Drive 1 Ba L4490 Castlegate Drive College Station, TX 77845 v College Station, TX 77845 (979) 690-7250 -X ., (979) 690-2330 SURVEYOR: ENGINEER: Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 SHEET C 1 ATE SPECIFIC NOTES: • ;� '� I 1. THE OWNER OF THE PROPERTY IS CASTLEGATE II HOMEOWNERS ASSOCIATION INC. THE SUBJECT PROPERTY IS > J i L , : I 0 1'• 8' J. • > l I r CON a � 8 :�D s END 5ISLAN 44 S •re _ / - N of M1• I p ' • Q,' r` -�. co CITY OF COLLEGE STATION PROP SED ADA \ n l ;•• ,t ^. SECTION 200, PARKLAND ! SIGNAGE ' •y � I :r F / � ZONED A-0 10392/260 F c \ / PARK "B" ��' y 5' BUILDI 31 G SETBA 8 ;. EXISTING 12' oD / SEWER LIVE c C! iii a ' ;:: a S� •J j 11 TING STORM SEWER PIPI PUBLIC ACCESS EASEMENT (BYI SEPARATE INSTRUMENT) �P ING ISLEpPR�GPP u ` 180 F r 9 pNO ••4� S STORM 1 r EXI TING 1 JUNCTION BOX 20' PRIVATE -_APRAINAGE EASEMENT S S� 10906/267 I: I No P ST ST `5 f O } /�� SF r L R15' ST - ST ST �x \ :BIKE RACK . . a , e EXISTING 5' SIDEWALK 1. >':• O�?s }: END ° i 125.88' `r�0 ISLAND > ' ? n( a > N P �Z \393 SF e ' PROPOSED P A EXISTING 12"' o P n ADA RAMP SEWER UNE ! P'. R15 r . \ 25' BUILDI BA �! y I ; > PROPOSED :•. PROPOSED 4' y a P EXISTING ADA RAMP w,'.? .\.r CONCRETE CyQ. >• MAN HOLE \ SIDEWALK '1I ' �S-12•, > E D ISLAND 485 SF R2.5 r 100 YR FLOODPLAINf' LIMITSpp Alo p S\8I -I .r� ^> _. •: " CONKI'@ •i, _- + }. ..r,•� •'.r:" - SEWER UEXISTING 8NE R �5 S\S 'MT sya o now PROPOSED /+ `\ 5 A RAMP' 8 IN fe Sv PROPOSED DISTURBED AREA U+ i CASTLEGATE HOMEOWNERS ASSOCIATION IA N 1 1 CASTLEGATE SUBDIVISION 11 \ ` SECTION 200, COMMON AREA ZONED A-0 0 10392/280 <r c� M ro M M M c- r EXISTING POND 1 BULKHEAD 1 \ 40' PRIVA / �••• DRAINAGE' EASEMENT \ ✓ ,.�:^ ,' 8" PIPE DRAIN 20 10 0 20 0906/267 •' r • • ; •• � UNDER SIDEWALK SCALE IN FEET PROPOSED 6' CRETE SIDEWALK a ✓ 1" GUMMON AREA OF CASTLEGATE SUBDIVISION 11, SECTION 200, VOL. 10906 PG. 267. THE PROPERTY IS ZONED A-0. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.659 ACRES (28,706 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL ILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. . 6.E MINIMUM REQUIRED TH Q D FlRE FLOW FOR AN IRC. TYPE VB BUILDING OF 4,560 SF IS 1,750 GALLONS PER MINUTE.. THE BUILDING IS NOT SPRINKLED. ONE FIRE HYDRANT IS REQUIRED. THE EXISTING HYDRANT ON NORWICH DRIVE WILL SERVE THE DEVELOPMENT. 7. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA LOMR NO. 12-06-1841P. EFFECTIVE DATE: MAY. 18, 2012. B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINESTE W ( A R, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY AND INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT ,CONDITIONS. D a S 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT F / ..:tea 7 ' :. ,. \ \ 12. ALL ROOF ORDINANCE AND APPROVED PDD ZONING. T i' AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS EXISTING POND .- ` •• ;,;.-' < � ' ,:�`;� NOT TO 8E VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, i DECK \ A '...\. :Ir BULKHEAD MEASUREDFROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING r '.•,_>• S� S� I;; ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. "x 8" PIPE DRAIN `��'• ' .''` ^ i � UNDER SIDEWALK 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. .:..•/`�,. ` • mss- � �, ,.� •/ , *.; `� 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE / •: , �/ \ `� \\ PIER STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. I � . � \ �\ �,%�,. `'/ ' \ ``•�••:.. •_.-_ CSU. ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES ARBOR PH: 979-764-6314 f >. i � \ \ � f� ✓Y � ,, . DISTURBED AREA LIMITS ffi GENERAL NOTES: / \ � / '•, - .,� 1 ,.•w" e L THE CONTRACTOR SHALL BE RESPONSIBLE FOR N LE R VERIFYI G THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTIUTIE5. NOTIFlCAT10N OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 11\ DECK DIG TESS: (800) 344-8377 / �\37 - - . / ATS ENERGY: 979 774-2506 COMMUNITY \. �'\ \>� \� _ CENTER 2 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 \\ I \t \ \ \ C \E �\ VERIZON: (979) 821-4770 1 STORY i \• `��s �� ._...._.�/ ` \ /. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO S 29 \ BLDG. HT. - \ \ �•� \ USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND \ Ft \ �/ PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT \ ; \ OOF PEAK % `\ / AND SILT FENCE AS NECESSARY. FF = 317.0 \/` , �) FLOOD ZONE AE AS DELINEATED \ / BY THE TOWER POINT LOMR & 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND / MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. - LIMITS OF 100 YEAR FLOODPLAIN X60 SF \ �� .,_' INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE / \/ \ \ / \ y / AS REGULATED BY THE CIN OF }/ \ / CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS ADA , � �� � , / � COLLEGE STATION STORM WATER OF THIS PROJECT.C T TR ETS A RESULT OF THE CONSTRUCTION ACCESSIBLE / ti , ` w a ROUTE / `\ \ \ \ / MANAGEMENT ORDINANCE i/ \ \\ \� \ �. / / END 6' TALL \� 4. THE CONTRACTOR is REQUIRED 70 MAINTAIN THE TPDES GENERAL PERMIT N0. TXR 150000 REQUIREMENT'S FOR WOODEN FENCE CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURB ED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULICHING AND SEEDING ALL DISTURBED AREAS. 0 \ 1 PORTE / � � • / " STORM M r � COCHERE ` 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD �\ \ / \\\\ \ \� SEWER PIPE SPECIFICATIONS AND DETAILS FOR SIDEWALKS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY �! ENGINEER'S OFFICE. A/C UNITS 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY \ \ REQUIREMENTS. � AREA INLET �� ! ' a INTERIOR t `\\ `\ 8. THE CONTRACTOR SHALL REMOVE THE EROSION. CONTROL MEASURES. ONCE GRASS IS ESTABLISHED. ISLAND � 4 271 SF EPti R2'5' R20 �7 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. ap �ryt •" 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. Ma fi - 1 i� ., i � 4" SEWER SERVICE N/F 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET DOS DORADO THE STANDARDS AR OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT DEVELOPMENT ORDINANCE.: THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY 11 ITC PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF -WATER SERVICE I CASTLEGATE II SUBDIVISION LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED S r d \ SECTION 200, BLOCK 7, LOT 12R AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. SQP r_ ZONED R-16 PRS\NO 101306/267 12. THIS SITE IIS WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA Y 7.5' BUILDING SETBACK DOS N ORADO 10' PUE / DEVELOPMENT LLC ' h / 10906/267 CASTLEGATE II SUBDIVISION i= 5' SECTION 200, BLOCK 7, i LOT 13R. „ ZONED:R-18 RE = 287 10906 LANE / / SIGN f` _ 6 d° TALL WOODEN LAND SCPE ISLAND FENCE ON NALYSIS. I : . PROPERTY UNE- 5! NE5' PUE TOTAL PARKING: 18 SPACES / 10906267 �. PERIPHERAL PARKING: 8 SPACES EXISTING 5 SIDEWALK INTERIOR • 1 R PARKING. 10 SPACES...... . .. \ VICINITY MAP S, t' ADA RAMP. ' _ INTERIOR LANDSCAPE ISLAND REQUIRED: 8 b..a. EXISTING 10 SPACES X 12 = 1 0 S \1 \' : LI% FIRE HYDRANT 2 F `^ �\ AN EXISTING WATER BLOWOFF _.�N- ! - /""x. e e .h- >n . 1 .. .. :' >: - ... ..a•. e1 ,. .> ^ p'l^.• Il r 1 - > ' .. u -, r .a . •.. y a i \ 3N0EXISIING 4 WATER co SEWER SERVICE METERS %S\8 EXISTING 4"r'"' s \ _,clr^ r ,. a 4 ra et ass raa U':.;.•z,;, a _ WATER UNE INTERIOR ISLANDS OWNER: DEVELOPER: TOTAL END ISLAND ADDITIONAL ISLANDISLAND FIRE LANE MARKINGS EXPANSION DOWELS N.T.S. AREA INTERIOR I! ISLAND AREA N.T'.5. 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH I I AREA S.F. REQUIRED S.F. PROVIDED S.F. 1 210 180 30 2 271 180 91 _ ADDITIONAL INTERIOR LANDSCAPE ISLAND to N PROVIDED S.F. = 121 SF120' SF REQUIRED) Q ( Q ) � e �c PROJECT G .. -- NOT TO SCALE LOCATION a t 2 - LEGEND CASTLF-GATE II - e RESERVED 12"x18" REFLECTIVE FINISH METAL SIGN 1 -6" PARKING STEEL REINFORCING BARS * 1�4«R -24' 1s" -15" 18* DESKMT® C� CONCRETE PAVEMENT 3" 3"R - -q v>�r- -c . -• -o X 4 • 3"R 1" 1/4"R PARKING3" 12"x9" REFLECTIVE FINISH METAL SIGN e'''a • Q ''; ' ' ° 3� ONLY 8" v �1 6„ LIME STABILIZED SUBGRADE d 6"/ 1 OUTSIDE T DG -1 3" 3" d 2' (EXTENDS HE EDGE OF PAVEMENT) 2" a NOTES, 2x2 GALVANIZED STEEL TUBE COLUMN * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN 1. SIGN SHALL COMPLY WITH THE CoCS SET IN CONCRETE FOOTING. PROVIDE * 6" PAVEMENT - USE4 REBAR ® 18" O.C.E.W. GALVANIZED STEEL CAP WELDED TO #J FIRE SERVICE STANDARDS. TOP OF TUBE. PAINT TUBE AND CAP. * 5" PAVEMENT USE #4 REBAR 18" O.C.E. W." 3• 36" FIRE LANE SIGN DETAIL 6" AT EACH END COMMUNITY CANTER CASTLEGATE II SUBDIVISION 2 SECTION 200 COMMON AREA 24 TOTAL AREA = 5.130 ACRES VOLUME VW6, PG 267 C XiX-0E STATION, 8W08 •COUMY, TEXAS -••-3g" ® = #4 BARS NOTE: ALL CURBSNHIG UNLESS NOTED EE. N.T.S. TYICAL CONCRETE PAVING SECTON OWNER: DEVELOPER: i 1 " N.T.S. 0= 3/4' X 18" SMOOTH BIKE RACK DETAIL TYPICAL CURB DETAIL FIRE LANE MARKINGS EXPANSION DOWELS N.T.S. Castlegate II Homeowners 3-D Development N.T'.5. 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH I I Association Inc. 4490 Castlegate Drive NOTES: WHITE LETTERING STATING -FIRE LANE - NO PARKING -TOW AWAY 4490 Castlegate Drive College Station, TX 77845 ZO ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART: 3" MIN. L J� 1. ALL CHARACTERS MUST BE 60" 979 690-7250 College Station, TX 77845 ( ) MINIMUM ABOVE GRADE OR SIDEWALK. I979 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18' IN "� / 690-2330 l ) HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY ANDD THE LOCATIONS SHOWN. SUCH SIGNS ADA SIGN DETAIL p T `r �7 /^I T SURVEYOR: S E N SHALL BE TWELVE INCHES (12 WIDE AND EIGHTEEN INCHES HIGH, WITH A lJ 1V V 1 : 1 V l� 1 1 b : COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6") HIGH N.T.S. STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire Suite A COMMUNITY CANTER CASTLEGATE II SUBDIVISION 2 SECTION 200 COMMON AREA 24 TOTAL AREA = 5.130 ACRES VOLUME VW6, PG 267 C XiX-0E STATION, 8W08 •COUMY, TEXAS -••-3g" ® = #4 BARS NOTE: ALL CURBSNHIG UNLESS NOTED EE. N.T.S. TYICAL CONCRETE PAVING SECTON OWNER: DEVELOPER: i 1 " N.T.S. 0= 3/4' X 18" SMOOTH BIKE RACK DETAIL TYPICAL CURB DETAIL FIRE LANE MARKINGS EXPANSION DOWELS N.T.S. Castlegate II Homeowners 3-D Development N.T'.5. 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH I I Association Inc. 4490 Castlegate Drive NOTES: WHITE LETTERING STATING -FIRE LANE - NO PARKING -TOW AWAY 4490 Castlegate Drive College Station, TX 77845 ZO ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART: 3" MIN. L J� 1. ALL CHARACTERS MUST BE 60" 979 690-7250 College Station, TX 77845 ( ) MINIMUM ABOVE GRADE OR SIDEWALK. I979 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18' IN "� / 690-2330 l ) HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY ANDD THE LOCATIONS SHOWN. SUCH SIGNS ADA SIGN DETAIL p T `r �7 /^I T SURVEYOR: S E N SHALL BE TWELVE INCHES (12 WIDE AND EIGHTEEN INCHES HIGH, WITH A lJ 1V V 1 : 1 V l� 1 1 b : COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6") HIGH N.T.S. STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire Suite A THE SEAL APPEARING ON THIS hulz I Eng' j © t� j� L11kj �DOCUMENT WAS AUTHORIZED BY { G 1 i t �JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON MARCH 27, 2013. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 MARCH 2013 OF i:....................: *. 0 JOSEPH P. SCHULTZ ......................... ... 65889 sois��'�• Z`�-13 FIM # 12327 LTZ ENGINEERING, LLC CASTLEGA TE II COMMUNITY CENTER - NOR WICH DRIVE COMMON AREA -- CASTLEGATE II SUBDIVISION SECTION 200, COLLEGE STATION Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 12-220 SHEET s THE SEAL APPEARING ON THIS hulz I Eng' j © t� j� L11kj �DOCUMENT WAS AUTHORIZED BY { G 1 i t �JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON MARCH 27, 2013. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 MARCH 2013 OF i:....................: *. 0 JOSEPH P. SCHULTZ ......................... ... 65889 sois��'�• Z`�-13 FIM # 12327 LTZ ENGINEERING, LLC CASTLEGA TE II COMMUNITY CENTER - NOR WICH DRIVE COMMON AREA -- CASTLEGATE II SUBDIVISION SECTION 200, COLLEGE STATION Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 12-220 SHEET co I *01v S\8 eoNc �F �`a •N• ` S '�lT' \ - qo111 20 10 0 20 SCALE IN FEET i i i i 1 -6' TALL WOODEN FENCE PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS - 2.1" -3.4" CAL LIVE OAK 1 150 150 (Quercus virginiana) CANOPY 2.1" -3.4" CAL LIVE OAK 6 (STREETSCAPE) 150 900 (Quercus virginiana) CANOPY 1.25" & LARGER CREPE MYRTLE 40 240 \16 / (Lagerstoemia indica) NON -CANOPY 1.25"& LARGER CREPE MYRTLE (Lagerstoemia indica) 7 (STREETSCAPE) 40 280 NON -CANOPY SIA~ 5 GAL. WAXLEAF LIGUSTRUM 46 10 460 J: 4 � (ligustmm japonicum) SHRUB TOTAL: 2030 Iz GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, F / \ DECORATIVE ROCK ( NOT LOOSE, OR A 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. VL • IRRIGATION SYSTEM NOTES: `� ..?. i• .•�: i .A ,••'g� •. q✓•' '.16 a>�":q P. e>.'p' •• n>:.• '1� �.' 1 .> s n'�•.. \\S�8 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS. ISSUED. \� 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE—CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. C -hultz Engineering, LL"_ 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 MARCH 2013 CA ►' TLE GA TE II COMMUNITY CENTER NOR WI CH DRIVE COMMON AREA -- CASTLEGATE II SUBDIVISION SECTION 200, COLLEGE STATION POINTS PER PROJECT AREA: 28,706 SQUARE FEET OF SITE AREA 28,706 / 1,000 = 28.7 28.7 x 30 = 861 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((232'-25'-32')/50) x 300 POINTS = 1050 POINTS TOTAL POINTS REQUIRED: 1911 POINTS TOTAL POINTS PROPOSED: 2030POINTS (1050 POINTS FROM CANOPY TREES > 50%) NORWICH DRIVE STREETSCAPE: (1 PER 32') 175' = 6 CANOPY TREES REQUIRED 6 CANOPY TREES PROVIDED 7 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE LANDSCAPE PL SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 12-220 SHEET Ll V) P fiUltz-Engineering C. LILC 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS SURVEYED KERR LINE TABLE UNE LENGTH BEARING Lt 10.82' N59' 03' 47"E L2 73.71' N43' 03' 20"E L3 107.62' � L4 s N18' 27' 04"E L5 204.04' N17 12' 47"E L6 8.90' NIT 12' 47"E L7 43.72' S48' 29' 12"E L8 33.12' S40' 37' 53"E L9 86.52' S48' 23' 48'E L10 P fiUltz-Engineering C. LILC 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS JKO JPS SURVEYED KERR LINE TABLE. LINE TABLE UNE LENGTH BEARING Lt 10.82' N59' 03' 47"E L2 73.71' N43' 03' 20"E L3 107.62' N25' 44' 02"E L4 147.67' N18' 27' 04"E L5 204.04' N17 12' 47"E L6 8.90' NIT 12' 47"E L7 43.72' S48' 29' 12"E L8 33.12' S40' 37' 53"E L9 86.52' S48' 23' 48'E L10 95.49' S70' 13' 14"E Li 1 58.51' . N79' 23' 27-E L12 69.24' S89' 59' 59"E LINE TABLE. UNE # LENGTH BEARING L13 164.13' S19' 34' 221 L14 18.31' S48' 03' 16'E L15 117.16' N62' 40' 30"W L16 97.77' N72' 54' 52W L17 43.28' S85' 14' 29'W L18 66.24' S40' 37' 53"W L19 64.74' S19- 27' 33-W L20 117.26' S27' 22' 29"W L21 119.42' S46' 14' 58"W L22 150.00' S11' 03' 09'W L23 54.46' S25' 39' 53V L24 313.50' N48' 03' 32"W THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MARCH 27, 2013. ISSUED FOR REVIEW JOB NO, DATE 12-220 MARCH 2013 i W- CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 147.78' 70.00' 120' 57' 20" 123.61' 121.82' N77 41' 26'E C2 3.65' 125.00' 001' 40', 23' 1.83' 3.65' S20' 24' 34'E C3 37.28' 75.00' 028' 28' 530 19.03' 36.90' S33' 48' 49'E C4 9,16' 25.00' 020' 58' 55" 4.63' 9.10' 537- 33' 48"E C5 16.49' 25.00' 037- 47' 18' 8.56' 16.19' N66- 57' 11-W THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MARCH 27, 2013. ISSUED FOR REVIEW JOB NO, DATE 12-220 MARCH 2013 i W- CAoTLEATE _ I[ COMMUNITY CENTER CAS TLEGATE II SUBDIVISION - SECTION 200 COMMON AREA TOTAL AREA - 5.130 ACRES VOLUME 10M PQ 267 COLLET 8'TATK)R BRAZOS COLRM, TEXAS OWNER: DEVELOPER: I i Castlegate II Homeowners 3-D Development p L_ Association Inc. 4490 Castlegate Drive College Station,X 77845 4490 Castlegate Drive L7a a College Station, TX 77845 ( ) 6 (979) 690-2330 SURVEYOR: ENGINEER: Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. _ 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 b�i�y�P�E OF T�s� JOSEPH ...P. UU " 3-0--0 FIRM # 12327 SCHULTZ ENGINEERING, LLC Iq F� CASTLEGA TE If COMMUNITY CENTER NORWICH DRIVE COMMON AREA -- CA STLEGA TE II S UBDI VISION SECTION 200, COLLEGE STATION -90 SITE PLAN SHEET 1 OF 2 SCALE VERTICAL N/A HORIZONTAL 111=60' PLOTTING SCALE: 1:1 FILE NAME: 12-220 Aa5 SITE SPECIFIC NOTES. col 1. THE OWNER OF THE PROPERTY IS CASTLEGATE 11 HOMEOWNERS ASSOCIATION INC. THE SUBJECT PROPERTYIS % DISTURBED AREA UM 0 CASTIJECATE HOMEOWNERS ASSOCIATION CASTLEGATE SUBDIVISION If v Y r i �\ \ , ' SECTION 200, D COMMON AREA ZONEA-0 10392/260 io EXISTING POND 0BULKHEAD �O!' PRIVA X 6id!!TT MEMI DRAINAGE` EASEMENTin '�--8" PIPE DRAIN 20 10 0 20 906/261 UNDER SIDEWALK T..: co SCALE IN FEET PROPOSED 6'-\ U, CONCRETE SIDEWALK 14 %Ivmmviv t ct% ur W%aILX-%1MIr allCUIVIZIUN 11, ar-%;IIVN ZUU. VVL. 1UVUb FU. Zb/. 1HL PROPERTY IS ZONED A-0. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.659 ACRES (26,706 SF). 3. DRAINAGE: INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6., THE MINIMUM. REQUIRED FIRE. FLOW FOR AN. IB.C. TYPE VB BUILDING OF 4,560 SF IS. 1,750 GALLONS PER MINUTE., THE BUILDING IS NOT SPRINKLED. ONE FIRE HYDRANT IS REQUIRED. THE EXISTING HYDRANT ON NORWICH DRIVE WILL SERVE THE DEVELOPMENT. 7. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA LOMRNO. 12-06-1841P. EFFECTIVE DATE.- MAY. 18, 2012. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY AND INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT: CONDITIONS. SETBACK BUILDING UtIQ 11 SHALL 0IN ACCORDANCE WITH ME CITY Or COLLEGE STATION UNIFIED DEVELOPMENT END ISLAND% ORDINANCE AND APPROVED PDD. ZONING. 54-4 SF 12. ALL ROOF; AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS r :i' / r \ S S\ /� (� .. EXISTING POND NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, BULKHEAD MtA�iUKW MUM A VU1Nr 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING co DECK (UP `UNDER ARCHITECT URE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8" PIPE DRAIN SIDEWALK 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. CITY OF COLLEGE STAJION SED GNADA 'n SECTION 200, PARKLAND SIGNAGE 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. AGE \-PIER F- ZONED A-0 10392/260 CSU ELECTRICAL CONTACT. CSU ELECTRIC PROJECT COORDINATOR CL PARK "B" --30- CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 XY ARBOR SETB co EXISTING 5' BUILDI LIMITS SEWER LINE -SAS 12" DISTURBED AREA A GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED, RM EWER PIP� TING STORM --DECK DIG TESS: 7,9 (800) 344-8377 Y S ATMOS ENERGY: (979) 774-2506 PUBLIC ACCESS EASEMENT COMMUNITY SUDDEN LINK COMMUNICATIONS: (979) 595-2429 CENTER VERIZON: (979) 821-4770 (BY SEPARATE INSTRUMENT) 1 STORY } t • \ ir 2. IT IS THE! RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND VOL-- PAGE ISO BLDG. HT. X 29 rj PREVENT SEDIMENT FROM LEAVING THE: PROJECT SITE. THIS INCLUDES THE INSTALLATION EXISTING STORMOF A CONSTRUCTION EXIT JUNCTION BOX OOF PEAK AND SILT'FENCEAS NECESSARY. 20' PRIVATE-- 17.0 FLOOD ZONE AE AS DELINEATED RAINAGE EASEMENT N FF = 3 BY THE TOWER POINT LOMR & 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. 4p 0 SF LIMITS OF 100 YEAR FLOODPLAIN INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' OR MORE. THE 56 10906/267 v "" "�/ AS REGULATED BY THE CITY OF CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT S EETS AS A RESULT OF E CONSTRUCTION ADA COLLEGE STATION STORM WATER TR TH ly OF THIS PROJECT ACCESSIBLE M" S '7 MANAGEMENT ORDINANCE ROUTE S? END 6' TALL 4. ME CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR . . . . . . . . . . . . . . . . INTERIOR WOODEN FENCE CONSTRUCTION SITES. S'AND Y /<`t� 2 ST ST zip b� 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY "". '-, 7 HYDROMULICHING AND SEEDING ALL DISTURBED AREAS. $T ST ST PORTE 10" STORM 6. ALL CONSTRUCTION SHALL 13E IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/ COLLEGE STATION STANDARD Q� COCHERE SEWER PIPE Of SPECIFICATIONS AND DETAILS FOR SIDEWALKS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY X, ENGINEER'S OFFICE. - A/C UNITS I E RACK EXISTING 5' SIDEWALK q -PSI 7. THE CONSTRUCTION SHAH COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. ' A, END AREA INLET 00 INTERIOR 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 125.88' Rr ISLAND 393 SF 1 --ND R2.5' 9, INLET PROTECTION TO 13E INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 271 SF R20' tin PROPOSED f r- 4" SEWER SERVICE lo, CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. EXISTING 12'•ADA RAMP SEWER LINE 25' BUILDI N/F 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED NIFIED DEVELOPMENT SETBA DOS DORADO ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY A DEVELOPMENT' LLC PROPOSED CAS LEGATE 11 SUBDIVISION y PROPOSED 4� PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF EXISTING WATER SERVICE LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED ADA RAMP CONCRETE SECTION 200, BLOCK 7. LOT 12R -1�6. 04 SIDEWALK ZONED R -1B AT THE TIME OF BUILDING PERMIT AND CERT19CATE OF OCCUPANCY. T.* 10906/267 1 MAN HOLE 12. THIS SITE IS WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. `7•NQT 12 S-12- END ISLAND 485 SF j TA 100 YR FLOODPLAIN LIMITS 7.5' BUILDING SETBACK 41 Vch N/F DOS DORADO --EXISTING 8- 001 10' PUE SEWER LINE 1Z rd, 10906/267 DEVELOPMENT LLC P, S -Ar CASTLEQATE 11 SUBDIVISION 4Z SECTION 200, BLOCK 7. 1:91 LOT 13R A, RE ZONED R-18 II?0 ifyty "17 )ROPOSED LANE 10906/267 Iz- A AM N T,LWOODEN LANDSE Y a PRVERTY T. LINE 5' 06t TOTAL PARKING: 18 SPACES 10906/267 PERIPHERAL PARKING: 8 SPACES PROPOSED INTERIOR PARKING: 10 SPACES TY MAP EXISTING 5' 91DEWALK VICINI W S-8 in in ADA RAMP Ex I S Ti NG INTERIOR LANDSCAPE ISLAND REQUIRED: H 10 SPACES X 12 = 120 SF 17 _ FIRE T -- Hichway Isla TING IA1 A XISTING WATER BLOWOFF -4 %At 0 T. 7 -�71 �9 \ 7 .41 EXISTING 4" WATER SEWER SERVICE METERS EXISTING 4' WATER LINE :M11 -7-M r1`r1r.1--Ur11-"- Mvr-� �17 FM 77MM-ME", Cq INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND # ISLAND AREA INTERIOR R AREA S.F.SLAND REQUIRED S.F. AREA. FIRE LANE MARKINGS M, PROVIDED S.F. 1 210 ISO 30 2- 271 180 91 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED S.F. = 121 SF (120 SF REQUIRED) 12" LEGEND r.A.RTI F-rjATF= 11 RESERVED -12%18" REFLECTIVE FINISH METAL SIGN V-6- PARKING .9" STEEL REINFORCING I BARS* . ....... 24' 15- DE9GIIIIIIATED CONCRETE PAVEMENT 3"R X 1/4-R PAWJNG 3" t 12"x9" REFLECTIVE FINISH METAL SIGN 3 ONLY 6' AM.& . . . . . . . 4 4 Z . . . . . . . . . . \-6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 3- 3. NOTES@2'! 2x2 GALVANIZED STEEL TUBE COLUMN * X=5" OR 6" AS SHOWN OW THE PAVEMENT PLAN 1. SIGN SHALL COMPLY WITH THE CoCS SET IN CONCRETE FOOTING. PROVIDE * 6"PAVEMENT - USE 4 REBAR @ '18" O.C.E.W. # GALVANIZED STEEL CAP WELDED TO I FIRE SERVICE STANDARDS. TOP OF TUBE. PAINT TUBE AND CAP. * 5" PAVEMENT - USE #4 REBAR @ 18" O.C.E.W. I 3. IPTD'P LANE XT1W QTt'-XT DETAIL TT T- 1 08. 6" AT EACH END NOTE: ALL CURBS 6 IN HEIG #4 BARS UNLESS NOTED OTHERWISE. 'TATICAL CONCRETE PANG SECTION -Lij fJ -1 Fill R X 1 S" SMOOTH N.T.S. TYPICAL CURB DETAIL A- FIRE LANE MARKINGS M, V EXPANSION DOWELS M1 Castlegate 11 Homeowners 3-D Development TI i [T N.T.S. -1n � 6" ��30* MIN. --� (4') WHITE LETTERING STATING "FIRE LANE - NO PARKING -TOW AWAY 30' MIN 6. a -I L. COMMUNITY CENTER CASTLEGATE 11 SUBDIVISION : 24" SECTION 200 COMMON AREA TOTAL AREA = 5.130 ACRES VOLUME 10906, PG 267 COLLEGE SrATM SWOS COUNN, TEXAS 36" N.T.S. NOTE: ALL CURBS 6 IN HEIG #4 BARS UNLESS NOTED OTHERWISE. 'TATICAL CONCRETE PANG SECTION OWNER: DEVELOPER: R:6=3/4 X 1 S" SMOOTH N.T.S. TYPICAL CURB DETAIL BIKE RACK DET)UL FIRE LANE MARKINGS V EXPANSION DOWELS N.'r.S. Castlegate 11 Homeowners 3-D Development ALL CURBS AND CURBENDS SHALL BE PAINTED RED WITH FOUR INCH N.T.S. Association Inc. 4490 Costlegate Drive (4') WHITE LETTERING STATING "FIRE LANE - NO PARKING -TOW AWAY NOTES- 4490 Castlegate Drive College Station, TX 77845 ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. L 3" MIN. J 1. ALL CHARACTERS MUST BE 60" College Station, TX 77845 (979) 690 -7250 2 A SIGN TWELVE INCHES (12-) WIDE AND EIGHTEEN INCHES (18-) IN MINIMUM ABOVE GRADE OR SIDEWALK. (979) 690-2330 HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH Lig ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12-) WIDE AND EIGHTEEN INCHES HIGH, WITH A ADA SIGN DETAIL SURVEYOR: ENGINEER: COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6-) HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE N.T.S. Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 9730 Lon mite Suite A THE SEAL APPEARING ON THIS lDOCUMENT WAS AUTHORIZED BY hutz Engineering LLC JOSEPH P. SCHULTZ, P.E. LICENSE 2730 Longmire, Suite A NO. 65889 ON MARCH 27, 2013. College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-220 MARCH 2013 OF .......... JOSEPH HULTZ .......... FI M # 123273 TZ ENGINEERING, LLC CAS TLE GAT W II COMMUNITY CENTER NOR WICK DRIVE COMMON AREA - CASTLEGATE II SUBDIVISION SECTION 200, COLLEGE STATION SITE PLAN SHEET 2 OF 2 Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 SCALE SHEET VERTICAL N/A HORIZONTAL 111=201 PLOTTING SCALE: - 1:1 C2 FILE NAME: 12-220