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HomeMy WebLinkAboutDrawingsV 30 15 0 30 SCALE IN FEET WEN -H ING HSU CASTLEGATI SUBVISION SECN 9 LOT 14, LOCK 2 4820 94 CITGO PIPELINE EASEMENT 50 FT PIPELINE 3440/40 CORRIDOR o P P / ------------P - % LIGHT 50 FT PIPELINE ' CORRIDOR P P P P — DISTURBED AREA LIMITS LEGEND I I BEAU R. & SARA J. 6 �( MICHAEL SUI�,T ON & SHANNON CASTLEGATE NINGS SUBVISION J BRAGG-SITTONSECTION (;9 CASTLE TE SUBVISION MICHAEL SITTON & SHANNON SE ON 9 LOT 1, BLOCK 2 BRAGG-SITTON LOT 2, BLOCK 2 4820/094 PATTI M. WELLS CASTLEGATE SUBVISION \ ' ire CASTLEGATE SUBVISION SECTION 9 482, 084 ! XISTING 8" BRANDO LEONE 5 SECTION 9 LOT 3, BLOCK 2 1 CASTIEGATESUBVISION 4 LOT 4, BLOCK 2 4820 094 �' ATER LINE 0 SECTION 9 4820 094 / \ � ' MICHAEL E. HOUK BLOCK 2 / 1 STEVE A. STR�IG CASTLEGATE SUBVISION LOT 5, j 1- P P' I ' MARILYNN J. HIWUS CASTLEGATE SI�BVISION SECTION 9 4820/09 a, P SECTION CASTLEGATE SUBVISION 9 LOT 6, BLOCK 2 \ - —,�_Pti--- SECTION JERRY L. & RAMONA / 9 LOT 7, BLOCK 2 4820/094 P ELECTRICAL �. BEN P. &JUDY C. ' WESSELL PARKERSQN� 4820 094K 2 482%4 a? -"�` Pi`' ` ' .,.,� T SFOR ER I I I 1 KENNEDY CASTLEGATE SUBVISION \� P "_� EXISTING 12" ' DEREK LYLE & MEREDITH DARREN ROSS HROMAS ' C GATE SUBVISION SEC110N 9 ...& , , - I I P \ LEANNE WAGNER CASTLEGATE SUBVISION SECTION 9 BLOCK 2 - — 1 SEWER LINE ' LOT 9, �, 6' WIDE, 1/3 MILE �, r �____ P -- ..'"' \ " 1 PVC ' CASTLEGATE SUBVI ON SECTION 9 L T 10, BLOCK 2 482%94 r'p "JOGGING TRAIL - P P _ TEAL I I I SECTION 9 LOT 11, BLOCK 2 4820/094 \ 4 CONCRETE PATH ----``COR LOT 12, BLOCK 2 4820/094 P P - -- WATER LOUIS MELANDER A' — n' SERVICEJ. CASTLEGATE SUBVISION SECTION 9 LOT 13, BLOCK 2 4820/094 DOS DORADO DEVELOPMENT, LLC. DEED 9656/213 FUTURE SECTION 101 1 c 1 LANDSCAPE/STREETSCAPE SUMMARY VICTORIA AVE FRONTAGE = 230 FT IRRIGATION NOTES: STREETSCAPE 1. IRRIGATION SYSTEM MUST BE PROTECTEDI S BY EITHER A PRESSURE VACUUM 230'/25' = 10 TREES (PROVIDED IN SITE PLAN) � BREAKER, REDUCED PRESSURE PRINCIPLE • (230'/50') x 300 = 1380 POINTS BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE AND LANDSCAPE INSTALLED, AS PER CITY ORDINANCE 1.755 AC x 43560 SF/AC = 76,435 SF 2394. _._ _. --- (76,435 SF/1-000)-x 30 '2293 -POINTS - -- - - —` 2. ALL BACKFLOW DEVICES MUST BE TOTAL POINTS = 1380 + 2293 = 3673 POINTS INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 3673 POINTS/200 PTS PER EXISTING 4" NON -CANOPY TREE 2394. = 19 TREES REQUIRED FOR LANDSCAPING 3. CONTRACTOR/DEVELOPER TO FURNISH THE SITE IS DENSELY WOODED WITH NUMEROUS TREES WITH A ACCURATE AS BUILT IRRIGATION PLANS CALIPER SIZE GREATER THAN 4". THE TREES ARE PRIMARILY TO CITY OF COLLEGE STATION PARKS I I AND ELM WITH SOME WATER OAK AND LIVE OAK. DEPARTMENT. SHOW LINES, VALVES, THES EXISTING TREES SHALL BE PROTECTED DURING HEADS, CONTROLLER, WIRING, ETC. CONSTRUCTION AND COUNTED AGAINST THE REQUIRED LANDSCAPING POINTS.60 ADDITIONAL LANDSCAPING IS �• PROPOSED FOR THIS SITE. GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, �'1 9 DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS (' REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE -- 0L t5� AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. I ,I� 4' HT. CHAIN LINK FENCE OR ORANGE PLASTIC FENCING MAINTAIN DURING CONSTRUCTION SECTION 20 N 83 1 �( _ S 0 ' ` � 69/ 31 Vi , BOUNDARY — — — — EXISTING CONTOUR W WATER SERVICE LINE SMOOTH DOWEL BAR PIPELINE W-8 EXISTING 8" WATERLINE — — TREE BARRICADE FENCE -- -- DISTURBED AREA LIMITS UE ELECTRICAL CONDUIT ROBERT STEVENSON LEAGUE, A-54 COLLEGE EXISTING SIDEWALK EXPANSION JOINTS ®40' O.G., SURVEYOR: City of College Station Brad Kerr, RPLS No. 450,' PO BOX 9973 CONCRETE PATH College Station, TX 77842-8083 'u' COMPACTED GRANITE 4" LED LIGHTING W/ POLE, 12' HIGH DOS DORADO DEVELOPMENT, LLC. DEED 9656/213 FUTURE SECTION 101 1 c 1 LANDSCAPE/STREETSCAPE SUMMARY VICTORIA AVE FRONTAGE = 230 FT IRRIGATION NOTES: STREETSCAPE 1. IRRIGATION SYSTEM MUST BE PROTECTEDI S BY EITHER A PRESSURE VACUUM 230'/25' = 10 TREES (PROVIDED IN SITE PLAN) � BREAKER, REDUCED PRESSURE PRINCIPLE • (230'/50') x 300 = 1380 POINTS BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE AND LANDSCAPE INSTALLED, AS PER CITY ORDINANCE 1.755 AC x 43560 SF/AC = 76,435 SF 2394. _._ _. --- (76,435 SF/1-000)-x 30 '2293 -POINTS - -- - - —` 2. ALL BACKFLOW DEVICES MUST BE TOTAL POINTS = 1380 + 2293 = 3673 POINTS INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 3673 POINTS/200 PTS PER EXISTING 4" NON -CANOPY TREE 2394. = 19 TREES REQUIRED FOR LANDSCAPING 3. CONTRACTOR/DEVELOPER TO FURNISH THE SITE IS DENSELY WOODED WITH NUMEROUS TREES WITH A ACCURATE AS BUILT IRRIGATION PLANS CALIPER SIZE GREATER THAN 4". THE TREES ARE PRIMARILY TO CITY OF COLLEGE STATION PARKS I I AND ELM WITH SOME WATER OAK AND LIVE OAK. DEPARTMENT. SHOW LINES, VALVES, THES EXISTING TREES SHALL BE PROTECTED DURING HEADS, CONTROLLER, WIRING, ETC. CONSTRUCTION AND COUNTED AGAINST THE REQUIRED LANDSCAPING POINTS.60 ADDITIONAL LANDSCAPING IS �• PROPOSED FOR THIS SITE. GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, �'1 9 DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS (' REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE -- 0L t5� AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. I ,I� 4' HT. CHAIN LINK FENCE OR ORANGE PLASTIC FENCING MAINTAIN DURING CONSTRUCTION SECTION 20 N 83 1 �( _ S 0 ' ` � 69/ 31 Vi , MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" WHERE APPLICABLE /_ INSTALL BOLT IN WALK EXTEND END 12" `•� X�\���� BEYOND CONCRETE LANDSCAPE LEGEND AND TAPE BOTH ENDS 3" CALIPER LIVE OAK TREES 3" SCH 40 PVC PIPE12" BELOW TOP OF GRADE TYP. PVC SLEEVE c- h U Itz' Engineering, LLL;., 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 12-219 OCTOBER 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON OCTOBER 23, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. LX, VlJ1V►J1ltlJl✓1J"jLiN 1 TOP OF PATH TO BE 1' ABOVE GROUND SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R k I � SIDEWALK CONTRACTION JOINT VICTORIA AVENUE SECTION 9, LOT >, BLOCK 1 SECTION 200, PARKLAND 6'-0" E— 2% MAX. SEE NOTE 3 #3 BARS ® 12" O.C.E.W. OR 28—DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE CONCRETE PATH TYPICAL SECTION NTS SITE PLAN A LE ST- SEAL WITH EXPANSION CASTLEGATE NOTES: JOINT MATERIAL SMOOTH DOWEL BAR VOL. 4820 PG. 094 EXISTING 1 /4 R 1/2" 0 X 18", 12" O.C. 1. FINISH: LIGHT BROOM FINISH. JOINTS TO TREE VOL. 10392 PG. 260 3/4>, (COATED W/HEAVY GREASE) BE TOOLED 1' DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. ROBERT STEVENSON LEAGUE, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS EXPANSION JOINTS ®40' O.G., SURVEYOR: City of College Station Brad Kerr, RPLS No. 450,' PO BOX 9973 CONTRACTION JOINTS ®6' O.C. College Station, TX 77842-8083 OCTOBER, 2012 409 N Texas Ave. (979) 764-3570 4" (979) 268-3195 DEVLOPER: ENGINEER: 3-D Development, LLC'' 2. DOWEL IN AND TIE TO ANY CONCRETE 4490 Castlegate Drive College Station, TX 77845 2730 Longmire, Suite A College Station, Texas 77845 (979) 690-7250 979-764-3900 STRUCTURE ADJACENT TO SIDEWALK RECYCLED MATERIAL 1/2" __ - _._ , _ _ _ - /3'LONG (DRNEWAY, INLET BOX, CURB, JUNCTION _.._.BOX -.Ere.)-WITH - 3 X 12 -BARS ®12 - TREE BARRICADE BARRICADE DIA. THICK AS MANUFACTURED BY J.D. RUSSELL CO. OR METAL OR PLASTIC CAP, INSIDE O.C. OR 4 X 12' BARS ® 18' D.C. (TREE CAL. X 12") + 12 " APPROVED EQUAL DIAMETER TO BE 1/16" GREATE�THAN DIAMETER OF DOWEL BAR. CAP MUST 3. COMPACTION: COMPACTED SUBGRADE BE LONG ENOUGH TO COVER 2"OF MATERIAL COMPACTED TO A DENSITY OF AT LEAST 98% OF MAXIMUM DRY DENSITY DOWEL AND HAVE STOP SO END OF AS DETERMINED BY PROCTOR CAP IS 1" FROM END OF BAR. COMPACTION TEST ASIM D698 TREE BARRICADE DETAIL (STANDARD) AN SD HALL BE 0-42 WET OF THE OPTIMUM MOISTURE CONTENT. - SIDEWALK oR PATH SIDEWALK EXPANSION MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" WHERE APPLICABLE /_ INSTALL BOLT IN WALK EXTEND END 12" `•� X�\���� BEYOND CONCRETE LANDSCAPE LEGEND AND TAPE BOTH ENDS 3" CALIPER LIVE OAK TREES 3" SCH 40 PVC PIPE12" BELOW TOP OF GRADE TYP. PVC SLEEVE c- h U Itz' Engineering, LLL;., 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 12-219 OCTOBER 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON OCTOBER 23, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. LX, VlJ1V►J1ltlJl✓1J"jLiN 1 TOP OF PATH TO BE 1' ABOVE GROUND SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R k I � SIDEWALK CONTRACTION JOINT VICTORIA AVENUE SECTION 9, LOT >, BLOCK 1 SECTION 200, PARKLAND 6'-0" E— 2% MAX. SEE NOTE 3 #3 BARS ® 12" O.C.E.W. OR 28—DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH= 3000 psi (4" THICK MIN.) SEE FINISH NOTE CONCRETE PATH TYPICAL SECTION NTS SITE PLAN A LE ST- 1 A TE II A I' RIS A I'�ASE CASTLEGATE SUBDIVISION SECTION 9 LOT 1, BLOCK 11 2.37 ACRES VOL. 4820 PG. 094 AND C,ASTLEGATE II SUBDIVISION SECTION 2001, PARKLAND, 1.39 ACRES VOL. 10392 PG. 260 3.76 ACRES TOTAL ROBERT STEVENSON LEAGUE, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: SURVEYOR: City of College Station Brad Kerr, RPLS No. 450,' PO BOX 9973 Kerr Surveying, LLC College Station, TX 77842-8083 OCTOBER, 2012 409 N Texas Ave. (979) 764-3570 Bryan, TX 77803 (979) 268-3195 DEVLOPER: ENGINEER: 3-D Development, LLC'' Schultz Engineering, LLC Firm #12327 4490 Castlegate Drive College Station, TX 77845 2730 Longmire, Suite A College Station, Texas 77845 (979) 690-7250 979-764-3900 I SI TE & LA ND '7 -)--'CA PE PLA N SHEET 2 0 F 2 SCALE VERTICAL N/A HORIZONTAL 111=30' PLOTTING SCALE: 1:1 FILE NAME: 12-219 `\ _--�, 1 \ 6 .�,.• L BEAU R. do SARA J. w MICHAEL STTTON 1k i M JENNINGS r------`."" I SHANNON \ CASTLE .• \ "\ KENNY P. do JUDY C. \ MICHAEL Sf1l10N do BRAGG-Si1TON GATE SUBDMSION / SECTION 9 t \ , SHANNON CAS LEGA SUED \ KENNEDY S NON MSK?N LOT 1 BLACK 2 „ MARILYNN J. HIWUS \ T'(E� •_ i e`= GALE SUBDMSIO I \ BRAGG srrroN SECTION 9 ., 3 \ PATTI M. WELLS 0 482 /094 _ SECTION 9 GATE SUBDIVISION BRANDON LEONE GATE SUBDIVISION LAT 2. BLOCK 2 i CASTLEGATE SUBDMSION I ' \ ,LOT 10 BLOCK 2 SECTION 9 �'\, GATE SUBDMSIO SECTION 8 4820 084 s • MICHAEL E• HOUK SECTION 8 1t - LOT B BLOCK 2 I SE ON 9 LOT 3. BLOCK 2 ._ 4820/094 i STEVE A. GATE SUBDMSIO Cn Lor 4, BLOCK 2 \ STRONGI W 4820 094 L / SECTION N OT 5. BLOCK 2 :4820 094. \ BARREN -ROSS HROMAS \ CASTLEGATE SUBDMSI E 0 9 4820 094 / .. _ �N i / i JERRY L a: RAMONA K i 4820 094 3 N SECTION 9 LOT 8, BLOCK j "GATE suBDMs1oN ELL PARKERSON4820/094 i� ^'- wEss > p �\ SECRON,9 LAT 7. BLOCK 2'5 -�°•'� , . 1 _\ 12 w p \ GATE SUBDMSIO 6 1s -_- LAT 1 T BLOCK 2 � 4820 09 -.. DER dt C 4 f EK LYLE SECTION 9 , ECiI N r \LO 4820 09 4 MEREDITH 4 I � LOT 9 BLOCK 2 p LFIINNE WAGNEt� 4820/094 W P TE SUBDM ON / I \J Lr� C31 ' I p , SECTION 9 -- 'a s �. j LOT 12 BLOCK 2 p \ � SING H ....- H SU WEN � 4820 094 _ _-• � � . CASTLEGATE SUBDIVISION/ \ BECKON 9 W UIS MELANbER LOT 14 BLOCK 2 .._::-•----'-'-- MSI .F• -P :...•- a N F : CASTLEGATE SUED ON 1-3 -: 4820 084 64 CO. SECTIO 9 BCS DEVELOPMENT N I _ 9 3-63 _- LO 13 BLOCK 2 6 TRACT 7 t tp 9 2 8885 42 4820 094 556 ^7 �\ p - M � X50 FTPIPELINE P --• < 1 ; CORRIDOR `P \ W I t. W P !� � 50 25 0 50 � � _ G tp �-. CITY OF COLLEGE STATION v' 1 i EXISTING EXPLORER PIPELINE VICTORIA AVENUE SHELTER tP .:_..- --- ` CASTLEGATE SUBDMSION \ W � CITGO PIPELINE \ _-'- _ - \ W p _.-- SECitON 9. BLOCK t. LOT 1 SCALE IN FEET W EASEMENT \ CV) w .:,• _-•• -- 4820 084 P / r 3440 40 ._-• - W 1' , I 4 1 S 8 03 t E 575.92'P 50 FT PIPELINE CORRIDOR EXISTiNG .ENERGY TRANSFER I f - l •' CRY OF COLLEGE STATION ' �. \ \ ` SUBDIVISION COMPANY PIPELINE C7 r, p _ CASTLEGATE _ m \ ., I .-----�'"`�� .. ... \ SECTION 200, PARKLAND, i -10392/260\ _ .�•- • .T C4 P P P P P �` P P P P P P P P P--- P P P P R P i ti n- .•fit . (-- .... ... .:.. 3 .. ... .. , 14. \ n .. _ 1 .S .t .5:: R- 3 N48 03 31 W 350.85 _- ., ..,.... _._ .."..,._ .. y .�...,... , , �.♦.......: _ .� >:. � � 'T .(,(_ .. , .,?r �[ ,.��. 48. 03 31 561 7 .,. �.�,:���.-�:�-•,• ��, / ..:�..�,.�>„�k.,.:=,.:,�, -..'....--~ '•_"._ '..__ � \. - - , J 1 1"�'`'<-"�� :I Y '7"i .� ,J = L • ___ •_/ 5�-�Y,. - = uw,r dG i �.,.:i,. t \ 1 � CASTLEGATE II FUTURE I _PhillipP arl� e � • � V V a � N-�1 � - CO SUBDIVISION I SECTION 101 -i ,_,_ •_-• � .✓ � SECTION 200 , - ' SECTION 200 8388 131 { - \ DOS DORADO - o0 L DEVELOPMENT LLC. ».: FUTURE SECTION cn 338 � < ;. t. 100 r � TRACT 25 � \ - \ \. ,,: FUTUR \ PLAT 4027 029 \ .. � \ I � , .. • 1 SECTION 100 \ \ DEED 9656/213 \ , .... 4: > is •. ....• ._., .. ...,.. ,.... .. t... _.. •t , _ nt,.. ,�, _. T• 4 :h LEGEND i7 LIGHT .FIXTURES ��•_. � ---- -- IT ARE-EDG.-2MB-AA-06-C UL -BK -F(120) -R, 'TYPE II LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. # LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC SEALER. 2-3,/8" TENON, POLE EMBEDDED, 12' TALL) VICTOR STANLEY, MODEL CR 196• CLASSIC SERIES. BENCHES BENCH_ DARK GREEN. WATER FOUNTAIN HAWS 3150 DUAL HT. FOUNTAIN, EXPOSED AGGREGATE LINE TABLE LINE # CURVE TABLE BEARING L1 CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 65.30' 2533.10' 001' 28' 37" 32.65' 65:30' S41' 02' 26"W C2 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S86'- 56' 29'W C3_ 52.96' 524.50' 005' 47' 07" 26.50' 52.94' N45' 09' 58"W C4 437.92' 34493.66' 000' 43' 39" 218.96' 437.92' N42' 16' 24"W C5 63.16' 625.50' 005' 47' 07" 31.61' 63.13' N45' 09' 58"W LIGHT .FIXTURES ��•_. � ---- -- IT ARE-EDG.-2MB-AA-06-C UL -BK -F(120) -R, 'TYPE II LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. # LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC SEALER. 2-3,/8" TENON, POLE EMBEDDED, 12' TALL) VICTOR STANLEY, MODEL CR 196• CLASSIC SERIES. BENCHES BENCH_ DARK GREEN. WATER FOUNTAIN HAWS 3150 DUAL HT. FOUNTAIN, EXPOSED AGGREGATE LINE TABLE LINE # LENGTH BEARING L1 112.60' 542' 11' 24"W L2 3.43' N48' 05' 00"W L3 25.34' S4V 56' 23"W L4 47.76 N42' 38' 11 "E LIGHT .FIXTURES ��•_. � ---- -- IT ARE-EDG.-2MB-AA-06-C UL -BK -F(120) -R, 'TYPE II LONESTAR PRESTRESS, ROCHESTER SERIES, CAT. # LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC SEALER. 2-3,/8" TENON, POLE EMBEDDED, 12' TALL) VICTOR STANLEY, MODEL CR 196• CLASSIC SERIES. BENCHES BENCH_ DARK GREEN. WATER FOUNTAIN HAWS 3150 DUAL HT. FOUNTAIN, EXPOSED AGGREGATE A..A I CA,,-)TLEG-A"FLEIIPARK A, CASTLEGATE SUBDIVISION SECTION 9, LOT 1 1 BLOCK C � 2.37 ACRES VOL. 4820 PG. 094 AND CASTLEGATE II SUBDIVISION SECTION 200, PARKLAND 1.39 ACRES C S VOL. 10392 PG. 260 3.76 ACRES TOTAL ROBERT STEVENSON LEAGUE A-54 4 COLLEGE STATION, BRAZOS COUNTY, TEXAS` OWNER: SURVEYOR: City of College Station Brad Kerr, RPLS No. 4502 PO BOX 9973 herr Surveying, LLC College Station, TX 77842-808 3 FEBRUARY, 2013 409 N Texas Ave. Bryan, - ry , TX 7 1803 979 268-3195 I DEVL<7PER. ..ENG NEER: neerut 3-D Development Schultz En. � � LLC p Firm #12327 4490 Castleg ate Drive 2 730 Lon grure> Suite .College Station, TX 77845 979 6907250 College e Station, Texas 77845 979-764-3900 I DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO . FIXTURE CONCRETE. STAINLESS STEEL. VALVE ASSEMBLY: SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE RECEPTACLE PILOT ROCK MODEL TRH CN -5 5PC24. HOLDS 55 -GAL. L.TRASH 8. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005. _ . BARREL2 X4 VERTICAL GRE N E PLASTIC C SLATS. 9. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FITNESS STATIONS MAY BE ADJUSTED IN THE FiELD ' - LEA PLAY 200 X ROTATING GRILL MODEL 10. THIS PROPERTY IS IN THE SPRING CREEK SANITARY SEWERIMPACT FEE A AREA. EAST CX T WEST ELEVATION GENERAL 1. NOTES: . _ _ . CONTRACTOR IS VERIFY THE EXACT LOCATION A VERTICAL POSITION NG PIPELINES, A D I OF P E NES, UTILITIES AND SERVICE GRILL 200. ROT - ROTATES FULL 360 DEGREES. NON-TOXIC N XIC BLACK 11, DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. LINESWITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, HRS. PRIOR R T0ANY FINISH, 3-1 2" 0 D IRON PPE PEDESTAL. TAL. 0 R 12. DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER P U N OLES CS 1 STALLS RISER• VICTORIA AVENUE SHELTER CONSTRUCTION.. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE; DONE TO EXISTING FACILITIES. CALL APPROVED EQUAL) L)1 �I 800 DIG TESS. PLAN VIEW 2. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN COLLEGE STATION. STANDARD ' MANSION ATH LETICS FURNITURE TABLE S, 8 TWO SIDED FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. FLOOR AREA - 320 SF - 20 SPECIFICATIONS. A T BLE ADA PICNIC TABLE ALUMINUM 2 DIAMETER ALL 15• DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. ' STEEL PIPE FRAME STRUCTURE W MASONRY AROUND BASE 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC. SHOWN ARE TAKEN FROM BEST - .WELDED WALK THROUGH FRAMMODEL, E N0. 12 5 760 3. - _. • - ` VAULTED INTERIOR CEILING , . AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & (OR APPROVED EQUAL) I co • LIGHTED INTERIOR ON 18 C -C INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT • .SHINGLE ROOF W AS -BUILT CONDITIONS. r FINISHED CONCRETE FLOOR 4. DISTURBED AREAS SHALL BE D BROAbCAST SEEDED NTH B/ERMUDA RYE MIXTURE IN ACCORDANCE NTH STANDARD BEAM 4 -BARS # 5 ) 12" X 30" PERIMETER • COLORS AND MASONRY TO MATCH OTHER SIMILAR- STRUCTURES. sPECIFlCATioN sECTioN 32 92 : 4 - #5 BARS IN CASTLEGATE rn 5. NOO PORTION F THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA. 6. L ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT BE ED AL Q T SHALL SCREEN FROM VIEW OR ISOLATED SO AS - NOT TO BE VISILE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THESU JECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING 7. ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. FXTFRIf7R R1 III DING ANI] SITE 1 IRHTIN(: WII I AA�FI' TNF STANDARDS M' SECTION 7 1n (1F TI -IG I INIFIFD - � � - A..A I CA,,-)TLEG-A"FLEIIPARK A, CASTLEGATE SUBDIVISION SECTION 9, LOT 1 1 BLOCK C � 2.37 ACRES VOL. 4820 PG. 094 AND CASTLEGATE II SUBDIVISION SECTION 200, PARKLAND 1.39 ACRES C S VOL. 10392 PG. 260 3.76 ACRES TOTAL ROBERT STEVENSON LEAGUE A-54 4 COLLEGE STATION, BRAZOS COUNTY, TEXAS` OWNER: SURVEYOR: City of College Station Brad Kerr, RPLS No. 4502 PO BOX 9973 herr Surveying, LLC College Station, TX 77842-808 3 FEBRUARY, 2013 409 N Texas Ave. Bryan, - ry , TX 7 1803 979 268-3195 I DEVL<7PER. ..ENG NEER: neerut 3-D Development Schultz En. � � LLC p Firm #12327 4490 Castleg ate Drive 2 730 Lon grure> Suite .College Station, TX 77845 979 6907250 College e Station, Texas 77845 979-764-3900 I DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO . FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERN LINE. 8. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005. 9. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FITNESS STATIONS MAY BE ADJUSTED IN THE FiELD AS NECESSARY TO PREVENT REMOVAL OF TREES. - 10. THIS PROPERTY IS IN THE SPRING CREEK SANITARY SEWERIMPACT FEE A AREA. EAST CX T WEST ELEVATION NORTH 8c SOUTH ELEVATION ELECTRICAL. NOTES: - 11, DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 12. DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER P U N OLES CS 1 STALLS RISER• 13. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND �I EXTEND AS REQUIRED. 14. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL - FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. 15• DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. ' MASONRY : 16. DEVELOPER INSTALLS PULL BOXES S P A PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY:) - AROUND to - 4" SLAB W 4 BARS COLUMN co 17. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. ` ON 18 C -C W r 12" X 30" PERIMETERI 20 . BEAM 4 -BARS # 5 ) 12" X 30" PERIMETER BEAM : 4 - #5 BARS A..A I CA,,-)TLEG-A"FLEIIPARK A, CASTLEGATE SUBDIVISION SECTION 9, LOT 1 1 BLOCK C � 2.37 ACRES VOL. 4820 PG. 094 AND CASTLEGATE II SUBDIVISION SECTION 200, PARKLAND 1.39 ACRES C S VOL. 10392 PG. 260 3.76 ACRES TOTAL ROBERT STEVENSON LEAGUE A-54 4 COLLEGE STATION, BRAZOS COUNTY, TEXAS` OWNER: SURVEYOR: City of College Station Brad Kerr, RPLS No. 4502 PO BOX 9973 herr Surveying, LLC College Station, TX 77842-808 3 FEBRUARY, 2013 409 N Texas Ave. Bryan, - ry , TX 7 1803 979 268-3195 I DEVL<7PER. ..ENG NEER: neerut 3-D Development Schultz En. � � LLC p Firm #12327 4490 Castleg ate Drive 2 730 Lon grure> Suite .College Station, TX 77845 979 6907250 College e Station, Texas 77845 979-764-3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 0 RECORD DRAWINGS JPS 11/18/2013 DATE KERB JPS JKO JPS 12-219 FEBRUARY 2013 MARK REVISION BY CtT�' OF COLLEGE STATION > I • r••� CASTLEGATE SUBVISION RECTI N 9, BLOCK 1, LOT 1 ' 4820/094 > '. PARK BENCHESX. F' ' SIDEWALK , BIKE , TRENCH DRAIN RACK ;: CONCRETE LIGHT '. 1. SIDEWALK —312 :s J' O L 610 20 10 0 20 SCALE IN FEET /// � CLEANOUT SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 0 RECORD DRAWINGS JPS 11/18/2013 DATE KERB JPS JKO JPS 12-219 FEBRUARY 2013 MARK REVISION BY s a THE SEAL APPEARING ON THIS hu,, I t Z' E n i�^'� e ri g TL L DOCUMENT WAS AUTHORIZED BY ( JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON NOVEMBER 18, 2013. College Station, Texas 77845 RECORD DRAWINGS 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE Y 0 RECORD DRAWINGS JPS 11/18/2013 MARK REVISION BY DATE KERB JPS JKO JPS 12-219 FEBRUARY 2013 SCALE SHEET VERTICAL N/A KS" 10 N ER.0 c IPON O'Li HORIZONTAL =40' TR PLOTTING SCALE: GRADING :PL -24N 0 FILE NAME: 12-219 co EROSION CONTROL NOTES: C3-- — �� 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL — — \ STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED — AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, — \ 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS t NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. 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. 4. HYDROMUCLH SEEDING SHALL BE INSTALLED ON ALL DISTURBED AREAS WITHIN 14 DAYS OF FINAL GRADING. ' 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS / 313,2 1w I AFTER CONSTRUCTION IS COMPLETE, \. 10 5 0 10 6. INLET PROTECTION TO BE INSTALLED AT ALL INLETS. s a THE SEAL APPEARING ON THIS hu,, I t Z' E n i�^'� e ri g TL L DOCUMENT WAS AUTHORIZED BY ( JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON NOVEMBER 18, 2013. College Station, Texas 77845 RECORD DRAWINGS 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE Y 0 RECORD DRAWINGS JPS 11/18/2013 MARK REVISION BY DATE KERB JPS JKO JPS 12-219 FEBRUARY 2013 SCALE SHEET VERTICAL N/A KS" 10 N ER.0 c IPON O'Li HORIZONTAL =40' TR PLOTTING SCALE: GRADING :PL -24N 0 FILE NAME: 12-219 BEAU FL do SNU J.", SI17OH 11 BE P. tip JUDY C ' l l t� ` SiitO#1SHANIN H CA5IEE4AiE INGS I510W KENNEDY '.i t _ \ SHANNON C?�StLE(�i1 SECTION 9 38 tt - - iE SiJ8DiY1SiO MARILYNN J. HIL LIDS 1 t � CASTLEGATE BDIVIISION � 1. BLOCK 2 SM9;TION 8 t ICASTIEGRIE SUli01Vt5<dN PATiI 7J. 1S SRiQH i$20 494 t --/ I t 1 BRANDON LEONE CAsTLEG -TE SUBDM510N SUBDrAVM LAT 2, i BLOCK 2 / _ _ _ � BLOCK 2 , LCIT B�OBW 9 2 4 `;`` M�9Ct1AQ. I- HO!!K TE SUBDMSt C i DARRg1 ROSS FtROMAS `� ,4820/084 LOr 4. BLOC 2 l 3. BLOCK 2 it a SIEVE A STRONG% TE SUBDNI530SECTION 9BLOCK 2 SECTION 9 SECTION 9 �O/qg4 l ASTIEGA7E SUBDMSION JERRY L a RAMONA K , CASTt£C�1TE SUB SECTION 8 / I + C, 4820 094 G+ DIyLSd 4820 094 % 3-23! ! 4'', `'` •'. 1 DNB LOT a, BLOCX 2 4820/094 ,23 SECTION 9 } Wessat. PARKLDLSOH LOT 7 BLOCK 2 4820/094 �° ` 53"� - 2: P t' OEMRF3C '$ L#r 11. EREDITH 0 J 2 y f SECTIONN 9 SUBDIVISIO '!S?%94 `S 12 W� P _1 1 l� LEANNE WAGNER•.. f LOT 9. BLACK 2004 " P - + { SUBDNISiON ! 4820/094 SECTION 9 l r'-- `, ' WM-IiSIHG HSU wr 12, m= 2 P • d ' i' } CASTLEGATE SUBDTMON 1 f 4820/094 '► SECTION 9L6UIS i moi" H 9+IElAIiDER ( W O. P --'• V �48Z0 084 2 TE SUBOMSION N r-) - ---' - t BCS D W CO. ,` l't / : SECTION 9 -F 63' N p "r--�"''�- PTIMT t f, X85 42 t LOi 13, BLOCK 2 1 $" - fi93 • t P _ --� "`"_ 1 =. �..� ;1 y my J tl i 0 PIPELINE C9fiRIDOR L; ! 0/� S56° t}9 Z !CA 5D 25 D - 5D t _ CA P "_ - t r s ll (� `r`G r O _ --- `- CITY OF COLLEGE STATION P'd �t E1401 SCALE IN FEET t'j P �� ^ ? EXISTING EXPLORER PIPELINE ti CASTLEGATE SUBDIVISION VICTORIA AVENUE SHELTER ` UA P _ CTrGO PIPELINE i � SECTION 8, BLOCK 1, LOT 1 ,lt it l P P 1 EASEMENT� 4 f 4820/094 161 S480 03' 11 "E 575.92` CITY OF COLIFSJ: 5UlTION t 50 Fr PIPELINE CORRIDOR ' CASTLEGATE SUBDIVISION j-- % SECTION 200, PARKLAND. i r LZ I P ! 1O38z/260 ti t C .�-i P P P P P P - la p 'f .� P P P P 1 P P P P P P P p l EXISTING ENERGY TRANSFER 3 COMPANY PIPELINE -- P _ e N48° 03' 3 "Vii - 350.85' - ST «= - ST ST - ST - ST - ST - ST - ST - N48° 03` 31" - 56,1.75-' �' P , ! ,� '• `- :t ;i ST ...ST - ST ST �It ST ST - ST - ST ° L _ ST' ST - ST =:, FUTURE W. Y . •Prhilfi-&fts Parkway F:rA ; ti CASTLEGATE ll jjjI SECTION 101 ( t� ( SUBDIVISION t i ' ' -L j L ( `..•'4' '; ';} i rX SECTION 200 8368J131 I SECTION ZOO I DOS DORADO' _ r 338 I j DEVELOPMENT, LLC. ; TRACT 25 i L' RE FUTURE secTloN : Lao 3 r j ti PLAT 4027/029 j SEcTi 100 h 41 DEED 9656/213 LEGEND LIGHT FIXTURES BETA LED 'THE EDGE" LUMINAIRE, CAT. # ARE-EDG-2MB-AA-06-C-UL-SK-F(120)-R, TYPE 3 LQNESTAR PRESTRESS, ROCHESTER SERIES, CAT. # LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC SEALER. 2-3/8" TENON, POLE EMBEDDED, 12' TALL) BENCHES VICTOR STANLEY, MODEL CR -196: CLASSIC SERIES BENCH. DARK GREEN. HAWS 3150 DUAL HT FOUNTAIN EXPOSED AGGREGATE LINE TABLE 'LENGTH LINE # CURVE TABLE BEARING L1 CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 65.30' 2533.10' 001' 28' 37' 32.65' 65.30' S41' 02' 26"W C2 39.27' 25 -OW 090' 00' 00' 25.00' 35.36' S86' 56' 29W C3 52.96' 524.50' 005 47' 07' 26.50' 52.94' N45 09' 58'W C4 437.92' 34493.66' 000' 43'39' 218.96' •1�37.92' 1 N42' 16' 24-W C5 63.16' 1 625.50' 005 47' 07" 31.61' 1 63.13' I N45- 09' 58-W LIGHT FIXTURES BETA LED 'THE EDGE" LUMINAIRE, CAT. # ARE-EDG-2MB-AA-06-C-UL-SK-F(120)-R, TYPE 3 LQNESTAR PRESTRESS, ROCHESTER SERIES, CAT. # LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC SEALER. 2-3/8" TENON, POLE EMBEDDED, 12' TALL) BENCHES VICTOR STANLEY, MODEL CR -196: CLASSIC SERIES BENCH. DARK GREEN. HAWS 3150 DUAL HT FOUNTAIN EXPOSED AGGREGATE LINE TABLE 'LENGTH LINE # APPROVED BEARING L1 112.60' S42' 11' 24'W L2 3.43' N48' 05' 00'W L3 25.34' S41' 56' 23'W L4 47.76' N42' 38' 11'E LIGHT FIXTURES BETA LED 'THE EDGE" LUMINAIRE, CAT. # ARE-EDG-2MB-AA-06-C-UL-SK-F(120)-R, TYPE 3 LQNESTAR PRESTRESS, ROCHESTER SERIES, CAT. # LIGHT POLES 161214 -FB (BLACK ETCHED FINISH WITH ACRYLIC SEALER. 2-3/8" TENON, POLE EMBEDDED, 12' TALL) BENCHES VICTOR STANLEY, MODEL CR -196: CLASSIC SERIES BENCH. DARK GREEN. HAWS 3150 DUAL HT FOUNTAIN EXPOSED AGGREGATE ItUMN Chintz Engineerh, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.390() TBPE NO. 12327 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON FEBRUARY 8, 2013. ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE APPROVED WATER FOUNTAIN CONCRETE. STAINLESS STEEL VALVE ASSEMBLY. KERR JPS B. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005. - TRASH RECEPTACLE PILOT ROCK MODEL 55- HOLDS . TRH CN-55PC24 / GAL �ft91.�FS• AS NECESSARY TO PREVENT REMOVAL OF TREES. - REVIEWE" O " ,. BARREL. 2"X4" VERTICAL GREEN PLASTIC SLATS. LEA PARK &PLAY 200-X ROTATING GRILL MODEL it I T R p H VICTORIA O3 AVENUE SS 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF PIPELINES. UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS NOT AT LEAST 48 HRS PRIOR TO ANY COMPLIANCE GRILL 200. ROTATES FULL 360 DEGREES. NON-TOXIC BLACK FINISH, 3-1 /2" OD IRON PIPE PEDESTAL V tC t 1 LEL 1.x,11 TE CONSTRUC110N. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE Tt3 EXISTING FACIUTiEs. CALL E } (OR PLAN VIEW 13. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND 7-800-DfG-TESS. APPROVED EQUAL J • FLOOR AREA = 320 SF {�---�-- 20 2 ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE 2012 BRYAN / COLLEGE STATION STANDARD SPECIFICATIONS. �y I X013 i MANSION ATHLETICS FURNITURE TABLES, 8' TWO SIDED • STEEL PIPE FRAME STRUCTURE W/ MASONRY AROUND BASE 1APR t TAB LE ADA PICNIC TABLE, ALUMINUM, 2%" DIAMETER" ALL • VAULTED INTERIOR CEILING I ! 1 3. .ALL UTILITY LINES (WATER. GAS, SANITARY SEWER. G.T.E.. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION �ULLtU� � IH# ff �� WELDED WALK THROUGH FRAME, MODEL NO. 1276053. � h • LIGHTED INTERIOR - UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY de V (QR APPROVED EQUAL • SHINGLE ROOF INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. T L+Fp►)��+C�+ ®GYELLJP4YIEIVT SERVICES CES 16. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) •FINISHED CONCRETE FLOOR 4. DISTURBED V PLAT FILED. to • COLORS AND MASONRY TO, MATCH OTHER SIMILAR STRUCTURES ON 18' C -C W AREAS SHALT. BE BROADCAST SEEDED WITH BERMUDA/RYE MIXTURE IN ACCORDANCE N7Tii STANDARD MASONRY AROUND W ! IN CASTLEGATE SPECIFICATION secTloN 32 92 p� -#_ S. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA r- 16' ---i (4 - >`i`5 BARS) 12' X 30' PERIMETER 6. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS, BEAM (4 - #5 BARS) NOT TO BE VISILE FROM ANY PUBUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE SUCH SCREENING SHALL. BECOORDINATED WBH THE HULLOING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE i LLLJI 11111, 7. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED 'VICINITY ItUMN Chintz Engineerh, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.390() TBPE NO. 12327 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON FEBRUARY 8, 2013. ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE APPROVED JOB NO. PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE KERR JPS B. CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY PREPARED IN 2005. JPS 12-219 S. THE ALIGNMENT AND LOCATION OF THE CONCRETE PATH AND FITNESS STATIONS MAY BE ADJUSTED IN THE FIELD AS NECESSARY TO PREVENT REMOVAL OF TREES. 10. THIS PROPERTY IS IN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREAL EAST & WEST ELEVATION NORTH & SOUTH ELEVATION��ICAL NaTFs: 5' 11. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 12. DEVELOPER PROVIDES 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. CSU INSTALLS RISER. } ^^ 13. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS REQUIRED. ~= v 14. IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES. DEVELOPER WILL i t FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. 4' STEEL. PIPE VERTICAL � � jjj 4' STEEL PIPE VERTICAL COLUMN � i jj 15. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. - COLUMN ( 16. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) ' 4' SLAB W/ 4 BARSIII h to 17. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. ON 18' C -C W MASONRY AROUND W _ COLUMN 12' X 30'PERIMETER _ �.1 r - 20' -►i r- 16' ---i (4 - >`i`5 BARS) 12' X 30' PERIMETER BEAM (4 - #5 BARS) ItUMN Chintz Engineerh, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.390() TBPE NO. 12327 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON FEBRUARY 8, 2013. ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-219 i ItUMN Chintz Engineerh, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.390() TBPE NO. 12327 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON FEBRUARY 8, 2013. ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-219 FEBRUARY2013 OF * �r: ............,*.. JOSEPH P.. SCHULTZ ............. ... S 65889.••,• 1• 1 FIRM # 1232T SCHULTZ ENGINEERING, LLC CASTLEGATE II IS PARK A VICTORIA AVENUE SECTION 9, LOT f, BLOCK > SECTION 200,. PARKLAND CASTLEGATE, Il PARK A CASTLEGATE SUBDIVISION SECTION 9, LOT 1, BLOCK 1, 2.37 ACRES VOL. 4820 PG. 094 AND CASTLEGATE II SUBDIVISION SECTION 200, PARKLAND, ACRES VOL. 10392 PG. 260 3.76 ACRES TOTAL ROBERT STEVENSON LEAGUE, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER SURVEYOR: City of College Station Brad Ken, RPLS No. 4502 PO BOY 9973 Kerr Surveying, LLC College Station, TY 77842-8083 JANUARY, 2013 409 N Texas Ave. Bryan, TX, 77803 � (979) 268-3195 DEVLOPER:ENGINEER j Schultz Engineering, LLC 3-D Development WAPR 18 Z013 Firm #12327 4490 Castle to Drive 2730 Longmire,Suite A College Station, TY 77845 ,��-'-. ,�,. - College Station Texas 77845 . e � t. 1.] � � 9 690-7250 O �- � 979-764-3900 4G1NEE Q 3i2 ELECTRICAL TRANSFORMER i AV X .. .. O �\ 10 5 0 10 SCALE IN FEET TREE BARRICADE FENCING A 1" WATER 1" PVC DISTURBED ELECTRICAL AREA LIMITS ~` CONDUIT �c Y CITY OF COLLEGE STATION CASTLEGATE SUBVISION t,',hNe4%Ijs, SECTION 9, BLOCK 1, LOT 1 3" CALIPER LINE -` 4820/094 OAK TREES (TYP) `a 117. LIGHT BIKE ; PVC RACK SLEEVE :` `•~ fit �.lE dt t r_1\1y— ,, 20' X 16' SHELTER W ::.........:.............. TABLE GRILL AND TRASH RECEPTACLE _ o IIIIIIIII if If 1111 i CLEANOUT :i LIGHT MM PARK BENCHES WATER FOUNTAIN 13- AND HOSE BIB 4" SEWER SERVICE CLEANOUT 4AhlW 3� 6' 10a' -�-F-�-t SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS 6' AT EACH END ,Ili r t}Iit•— —}f !— iliit� _ ;#itL LIVE OAK i.l#I!!— STREETSCAPE „yi, 31 ;_ 11 3 A y..}•{• —.)....�`_ (Quercus virginiana) ii;tI .��I.ili!— CASTLEGATE CANOPY ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 2394. t , (128'/50) x 300 POINTS = 768 POINTS 'BE 2. ALL BACKFLOW DEVICES MUST Iii- Ii'tiI INSTALLED AND TESTED UPON " CREPE MYRTLE kl STREETSCAPE „tI 50% = 480 POINTS 2394. I• (Lagerstoemia indica) r. ,I 1.' t VOL. 10392 PG. 260 24' NON -CANOPY VICTORIA AVENUESTREETSCAPE: TO CITY OF COLLEGE STATION PARKS 3.76 ACRES TOTAL EP W DEPARTMENT. SHO LINES, VALVES, >4" CAL EXISTING POST OAK 2 400 800 = 4 CANOPY TREES REQUIRED .. COLLEGE (Quercus stellata) 2 CANOPY TREES PROVIDED 4 NON -CANOPY TREES PROVIDED*w 1 OWNER: (titlki-kI) !- I City of College Station Brad Kerr, RPLS No. 4502 * 2 .NON -CANOPY TREES COUNT AS 1 CANOPY TREES 11 ; "``' >4" CAL EXISTING ELM eliill C 400 Ik3�—iklk?tt: I [:-30* MIN.�:d + (UlmuS) (979) 764-3570 15'�3I IT S' �=31)" �MIN. CANOPY DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS x REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE �y DEVLOPER: TOTAL: 2060 AREAS THE PARKING LOT SETBACK RIGHTS-OF-WAY AND t a. 1 .> t P . 1 • p �t• i P i I. I i D • I , t i ' rt ' P r I P. > . n . P p i > P tn•• j' cn 4' HT. CHAIN LINK FENCE OR ORANGE PLASTIC - i FENCING MAINTAIN DURING CONSTRUCTION SEAL WITH EXPANSION NOTES: JOINT MATERIAL SMOOTH .DOWEL BAR 1. FINISH: UG14T BROOM FINISH. JOINTS TO 3 EXISTING 1/4" R-,, j' 1/2" 0 X 18". 12'" O.C. COATED W HEAVY GREASE)BE 700IED 1' DEEP AT AN INTERVAL ice. n TREE , 3/4';% ( / EQUAL TO THE siDEwAcx WIDTH. - r Y, EXPANSION JOINTS 0 40' O.C.. "- CONTRACTION JOINTS ® 6' D.C. cn 4,. 2. DOWEL !N AND TIE TO --r C ANY CONCRETE -- pI STRUCTURE CTURE ADJACENT TO SIDEWALK t . �.. RECYCLED MATERIAL, 1/2 � •• (DR iVEWAY, lN1.Er BOX, CURB, JUNCTION THICK AS MANUFACTURED ` BOX, ETC.) WITH #3 X 12" BARS 0 12' BY J.D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE O.C. OR #4 X 12' BARS 0 18" O.C. TREE BARRICADE BARRICADE DIA DIAMETER E L 1/16" L GRESTIC CAF, _14 N P' TREE CAL X 12" + 12" APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST 3. COMPACTION: COMPACTED SUBGRADE ( ) MATERIAL COMPACTED TO A DENSITY OF �'t BE LONG ENOUGH TO COVER 2"OF AT LEAST 98% OF MAXIMUM DRY DENSITY 'T`IE B"CALVE DE'T'AIL P CAP IS 1" FROM END OF BAR. AS DETERMINED BY PROCTOR U) COMPACTION TEST ASTM 0698 ) 1 DOWEL AND HAVE STOP SO END OF (STANDARD) AND Si•6U1 BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT. q SIDEWALK EXPANSION SIDEWALK OR PATH TOP OF PATH TO —..- WHERE APPLICABLE r BE 1' ABOVE s'-0" — E .prt.. MARK LOCATION WITH > y GALVANIZED CARRIAGE INSTALL BOLT IN WALK &®NS�TCTON DONT GROUND 1% MIN. s , 2% MAX_ BOLT �'s X 2 - SAWED OR FORMED. a 1I8,. TO 3/i6"-. SEAL WITH EXPANSION SEE NOTE 3 JOINT. MATERIAL, MIN. #3 BARS ® 12" O.C.E. W. OR - 28 -DAY CONCRETE //m4 BARS @ 18" O.C.E.W. S IRENGTHi K 13000 psi /\/\ ( C MIN.) EXTEND END 12" /� ��\/•�` 4,• SEE FINISH NOTE a BEYOND CONCRETE AND TAPE BOTH ENDS CONCRETE PATS SIDEWALK CONTRACTION JOIT T p• TYPICAL SECTION 3" SCH 40 PVC PIPE S - 12" BELOW TOP OF NTS -- GRADE TYP. VI WE 0 P ' = ]PVC SLEEVE C30 M" P L I A N C E APR 1.8 2013 Pp ... CULLtUl: 5IA11 iON DEVELOPMENT SERVICES PLAT FILED: LAINTII"G L E I LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS f,` 1. IRRIGATION SYSTEM MUST BE PROTECTED =� = 2.1" -3.4" CAL LIVE OAK 2 STREETSCAPE 300 11 3 A (Quercus virginiana) 150 - CASTLEGATE CANOPY ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 2394. t , (128'/50) x 300 POINTS = 768 POINTS 'BE 2. ALL BACKFLOW DEVICES MUST VOL. 4820 PG. 094 INSTALLED AND TESTED UPON > 1.25 CAL . CREPE MYRTLE 4 STREETSCAPE 160 50% = 480 POINTS 2394. (Lagerstoemia indica) 40 VOL. 10392 PG. 260 NON -CANOPY VICTORIA AVENUESTREETSCAPE: TO CITY OF COLLEGE STATION PARKS 3.76 ACRES TOTAL EP W DEPARTMENT. SHO LINES, VALVES, >4" CAL EXISTING POST OAK 2 400 800 = 4 CANOPY TREES REQUIRED .. COLLEGE (Quercus stellata) 2 CANOPY TREES PROVIDED 4 NON -CANOPY TREES PROVIDED*w 1 OWNER: SURVEYOR: CANOPY City of College Station Brad Kerr, RPLS No. 4502 * 2 .NON -CANOPY TREES COUNT AS 1 CANOPY TREES 11 ; "``' >4" CAL EXISTING ELM 2 400 800 + (UlmuS) (979) 764-3570 Bryan, TX 77803 268-3795 CANOPY DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS x REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE �y DEVLOPER: TOTAL: 2060 POINTS PER PROJECT AREA: IRRIGA11ON NOTES: 1. IRRIGATION SYSTEM MUST BE PROTECTED 6,415 SQUARE FEET OF SITE AREA BY EITHER A PRESSURE VACUUM �{ 6,415 SF / 1,000 = 6.41.5 BREAKER, REDUCED PRESSURE PRINCIPLE CAST1.-ji-_�%13z 11 3 A 6.4 x 30 = 192 POINTS BACK FLOW DEVICE, OR A�A PER FLOW AS BACK CITY DEVICE INSTALLED E-CHECK A NSORDINANCE CASTLEGATE SUBDIVISION SECTION 9, ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: 2394. LOT 1, BLOCK 15 2.37 ACRES (128'/50) x 300 POINTS = 768 POINTS 'BE 2. ALL BACKFLOW DEVICES MUST VOL. 4820 PG. 094 INSTALLED AND TESTED UPON TOTAL POINTS REQUIRED: 768 + 192 = 960 POINTS INSTALLATION AS PER CITY ORDINANCE AND CASTLE II SUBDIVISION SECTION 2001 50% = 480 POINTS 2394. PARKLAND, I.3� ACRES TOTAL POINTS PROPOSED: 2060 POINTS (1900 POINTS FROM CANOPY TREES > 50%) 3. CONTRACTOR/DEVELOPER TO FURNISH VOL. 10392 PG. 260 ACCURATE AS BUILT IRRIGATION PLANS VICTORIA AVENUESTREETSCAPE: TO CITY OF COLLEGE STATION PARKS 3.76 ACRES TOTAL EP W DEPARTMENT. SHO LINES, VALVES, CANOPY TREES (1 PER 32'): 128' HEADS, CONTROLLER, WIRING, ETC. ROBERT STEVENSON LEAGUE, A-54 = 4 CANOPY TREES REQUIRED .. COLLEGE STATION, BRAZOS COUNTY, TEXAS 2 CANOPY TREES PROVIDED 4 NON -CANOPY TREES PROVIDED*w 1 OWNER: SURVEYOR: Ii" ' `' a a City of College Station Brad Kerr, RPLS No. 4502 * 2 .NON -CANOPY TREES COUNT AS 1 CANOPY TREES 11 ; "``' PO BOX 9973 Kerr Surveying, LLC W C -' n��� College Station, TX 77842-8083 JANUARY, 2013 409 N Te= Ave. GENERAL NOTE: '� L 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING.- (979) 764-3570 Bryan, TX 77803 268-3795 (979) DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS x REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE �y DEVLOPER: ENGINEER: AREAS THE PARKING LOT SETBACK RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.4�1 ` � p Schultz Engineering, g, LLC ` �,� 3-D Development Firm #12327 4490 Castlegate Drive 2730 Longmire, Suite A College Station, TX 77845 College Station, Texas 77845 (979) 690-7250 979-764-3900 0/O�y�r I }� a c I to ge OF "+ SCALE �I�I��T oc,;-hultz Engineering, THE SEAL APPEARING ON THIS 9 �;?;....»... q�- y� DOCUMENT WAS AUTHORIZED BY *: *�{ ��� SUBDIVISION �SITE & VERTICAL N/A JOSEPH P. SCHULTZ P.E. LICENSE ,�: a NO. 65889 ON FEBRUARY 8 2013. '. "" ........................ 2730 Longmire,SuiteA �,aosr tz VICTORIA AVENUE �_ . College Station, Texas 77845 ISSUED FOR CONSTRUCTION 65889 HORIZONTAL 1 —30 979.764.3900 TBPENO. 12327 �. % 0 SECTION 9, LOT '1, BLOCK I LANDSCAPE . SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 04,13 j SECTION 200, PPA.RKLAND PLOTTING SCALE: 1:1 KERR JPS JKO JPS 12-219 FEBRUARY 2013 FIRM m 1232 MARK REVISION BY DATE SCHULTZ ENGINEERING, LLC S17 FILE NAME: 12-219 ' 2-X4- mnc wss* (OPTIONAL) � FASTENED TO T=POST _ ----- --- JKO GEOTEXTILE rxa WITH uawE Sooa*E ~^. FOOTAGE. ucmL p-posr p ' WITH OPTIONAL WIRE MESH m cxsrwu srnscT 8" OF FILTER FABRIC TO EXTEND S nco'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHOREDWITH spAoco 6' APART ' � wnrs V OVA 611010 snzwc As wscoco STONE smBEMAINTAINED ^ so As TO pncvcwr onwsrnoonnw rnArr� -u�ouow 12- SHALLec ro�� ' ocorsxnuc FROM rp«onmu uuu nwro mmn* OF SITE cwneAwoc . r»nqm ADJACENT puauu srnccru. ' ' ' soaonAnc ------''-- ' ��^r� ' »~w_xl�������J�/�L�^�«l� JL����Ji ���JL^JL ��»��1� �J��_x�� ^ ' 4�"x* ww rncwox SILT FENCE]( � | �___� ---~`^---'-----~ � | ----p---------p ---------p`-------- p------- �� ' � �� `~ INSTALL INLET PROTECTION AT DOWNSTREAM INLET �FENCE'/ |} ' ` ` LEGEND '' 8 �-�-���-/»��.` U ' EROSION CONTROL NO" S- 1' APPROVED EROSION CONTROL MEASURES MUST BE U�STALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY AND SHALL STAY IN PLACE UNTIL ACCEPTA8LE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ' 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. 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. 4~ H\DR0WUCLH SEEDING SHALL BL E !NST�LED ON ALL DISTURBED AREAS WITHIN 14 DAYS OF FINAL GRADING. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED A AFTER IS COMPLETE. =' 0' INLET PROTECTION TO BE INSTALLED AT ALL INLETS. 7. INSTALL ROCK CHECK DAMS OR 3U]' FENCE BARRIERS AS NEEDED AT . CONCENTRATED FLOW LOCATIONS. REMOVE THESE EROSION CONTROL ' MEASURES ONCE GRASS IS ESTABLISHED. ' MIN. DEPTH -��_- (ASTM �r��` 2-X4- mnc wss* (OPTIONAL) � FASTENED TO T=POST _ OR WOODEN STAKE JPS JKO GEOTEXTILE rxa WITH uawE Sooa*E ~^. FOOTAGE. ucmL p-posr ' WITH OPTIONAL WIRE MESH m cxsrwu srnscT 8" OF FILTER FABRIC TO EXTEND S nco'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHOREDWITH spAoco 6' APART ' � wnrs V OVA 611010 INSTALL INLET PROTECTION AT DOWNSTREAM INLET �FENCE'/ |} ' ` ` LEGEND '' 8 �-�-���-/»��.` U ' EROSION CONTROL NO" S- 1' APPROVED EROSION CONTROL MEASURES MUST BE U�STALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY AND SHALL STAY IN PLACE UNTIL ACCEPTA8LE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ' 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. 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. 4~ H\DR0WUCLH SEEDING SHALL BL E !NST�LED ON ALL DISTURBED AREAS WITHIN 14 DAYS OF FINAL GRADING. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED A AFTER IS COMPLETE. =' 0' INLET PROTECTION TO BE INSTALLED AT ALL INLETS. 7. INSTALL ROCK CHECK DAMS OR 3U]' FENCE BARRIERS AS NEEDED AT . CONCENTRATED FLOW LOCATIONS. REMOVE THESE EROSION CONTROL ' MEASURES ONCE GRASS IS ESTABLISHED. ' MIN. DEPTH -��_- (ASTM �r��` 2-X4- mnc wss* (OPTIONAL) � FASTENED TO T=POST _ OR WOODEN STAKE JPS JKO GEOTEXTILE rxa WITH uawE Sooa*E ~^. FOOTAGE. ucmL p-posr ' WITH OPTIONAL WIRE MESH m cxsrwu srnscT 8" OF FILTER FABRIC TO EXTEND S nco'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHOREDWITH spAoco 6' APART ' � wnrs oxcss WITH xoomow^L snzwc As wscoco STONE smBEMAINTAINED ^ so As TO pncvcwr onwsrnoonnw rnArr� -u�ouow 12- SHALLec ro�� ' ocorsxnuc FROM rp«onmu uuu nwro mmn* OF SITE cwneAwoc . r»nqm ADJACENT puauu srnccru. ' ' ' soaonAnc ------''-- ' ��^r� ' »~w_xl�������J�/�L�^�«l� JL����Ji ���JL^JL ��»��1� �J��_x�� ^ ' 4�"x* ww rncwox ' 2-X4- mnc wss* (OPTIONAL) DRAVVN FASTENED TO T=POST JOB NO. DATE OR WOODEN STAKE JPS JKO SEDIMENT CONTROL FABRIC 12-219 FEBRUARY 2013 FASTENED SECURELY TO ucmL p-posr WITH OPTIONAL WIRE MESH OR WvuuEn u*^E 8" OF FILTER FABRIC TO EXTEND S nco'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHOREDWITH spAoco 6' APART ' COMPACTED BACK FILLDIRECTIOI� SLOPE'FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. Of FLOIN ' ' 4�"x* ww rncwox SILT FENCE]( � | �___� ---~`^---'-----~ � | GRADING `CONS-TRUCTION | 1. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE ` GRADING PLANS. MINOR ADJUSTMENTS TO THEACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH ECONTOUR XK�lN� GROUND ElJ]64�ONSAND STRUCTURES. THE PROPOSED ' LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN�«�«�� m«o ' ` ' �' ' | ' GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF � '�~~-� '' � . ',� ' GRAVEL BAG . THE SITE WORK' 2- THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS' / ' � � -- ' 3. GRADE SITE TO DRAIN � ' - - NOTE: ' TEMPORARY D[wC[5 AROUND ST0Rw DRA|FS ARE USED TO D[Tmw AwD/OR nLTEn SEDeEwT-LADEN RuwOFr. THE -DIAMOND CHECKERED -~ � � PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO D|SC*AROE INTO A STORM DRAIN /wLET OF CATCH 8xS111. GRAVEL BAGS SHALL BE uv RESISTANT AND wVSr NOT DEGRADE Du[ TO AJwO5P*ExxC CONDITIONS.( -RAVEL BAGS ` ANNULAR— SPACE 3xALL BE REPLACEDUPON OF D�T�]nxJw. S��v[L BAGS SHALL BE |w�TxLLD w|TOnED .` T*n0UGHDuT THE PROJECT uP0w |wSTALL,4r|0w OF At] INLET. ' | ' 0. -_' . 7�[ -a-313.45 nx 6- #4 aws_ _ ���L��J�.0!� JL���1�jLl� �1~�JL���]L �����-�JL����Ji���v_��� N.T.S NOTES: s^ 1. CONCRETE TO BE �� AND STRENGTH �wm _ _- _--' ' '. - THE SEAL APPEARING ON THIS U Q � , DOCUMENT VW4SAUTHORQED BY Engineering,��n��'JDSEPH P.BCHULTZ. P.E-, LICENSE273DLonsn�i�,SuUeA ' ' NO. 65889 ONFEBRUARY 8, 2013' Ilk College Station, Texas 7784S _ ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAVVN APPROVED JOB NO. 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RAKER REVOCABLE LIVING' TRUST 29.405 ACRE TRACT 2488/64 I i Fild Inc t�pMo-idr. m / o 11i'?]tt Pt tl3{iEV f U Ala � P1PSs E. htUPegt WODOISM I 6.1 QT.M main Mud+1 12111E I d$ Ea41e tdlent VUR Of HIM MIT fir HQW nWIt. aril) thtd P. tnneet wd ( ! tit I 0 nn tax drte ud OIL tw lfaNd �dtam :1 rc- nd IN. tKwdda a th 91uremxleg.. ,w'1 � p p N the DNnIAi M1mEc de add IXt fYjp �Jy I A[ LiN05 coif uel.d Aaw: 4P Pe. / Dn 24-Ml wglDDutc XKKA(6 miYit MITtuiK eu7u, <HpI1 I TREES REQUIRED PALL 2 9. un tni'na l5A SENKv N1f a11YA DC OI14 Af SVCGfI(o N'1N5 Cm K PoII[4t.�. s1Aiwr amen rcmudrtxu DMYVKE ro.zowp cussmurml D YNtu nx. ur. �. NA WIS DT ZIX20. n-I U® 4niP.MR Ig1t0 xEPC CN 9T5 ME. �. iaw00m"orz°Pun°m a wn n HSarAi, l.F5Y4 cuinnAdwaapr�anro m n[ rorolxa. 0. 4EfM: DD NYI 1wva1 AY13laLL. tt AN:Y PIO dauUpM IN Ix[ �pYf OANIA9' s OE AT ILa. 2 .K $ P1 C.w•W Dl IT e .1 TO.05'" AID..WkN BY TS IlD& LEGEND PL,t RdgA9v LL _<� PflfpFRM t'OnHtA PP.F" fVIXG UIN1Y fASDRNI - USFNW(4NL xoY lnE — .. ke 2aeslc wm .n i;; 0.:. irl:a a., faooaxuwE otumVD wnnan .wp• PARKLAND LAP ACRES PAGrl i FINAL PLAT CASTLEGATE II SUBDIVISION SEpCTrION200 20.551 ACRES ROOERTSTEVENSON MAGUL, A.54 CT.GEGR S'rYMON, BRA70S CDUUI-V TL'XAS 47 LOPS nm�ixi m+irv:oii oeuolt ibrs2m2u a Oi4N1?P ll6V[4EOPLP: 11 WtLe9Ti 1D UntlopmmlU6 SGIl11M �n^�tibTM) OLY09tKA11 PNILLIPS I� IxsmYpR�: ENdINuYaERIN6 D.d=MISNa.,W} OACDEOP2 n4brwyaW Ym iny:WY^LLy.0 Gfq,wM.w MM rvKK: rjCrryry WrvIFNN11aJ.pbllwAll ("pM1NNt R+'EIinINIM ' {�1 / Sl §E,uSC I O E Jri FEET l i , Y M IP RA .RM-Im Wi„ CptltlLWR BOUNDARY - -. EMI CIIMOUR' — WATER SERVICE UNE •-- PIPELINE --- '--- EXISTING B" WATERUNE — — TREE RARRICAOE FENCE —. — DISI RUED AREA (NOS --VL--,-- ELECTRICAL CDNUIR —J EXISIRIO SIDEWALK CONCRETE PAIR :'. �a",y�� COMPACTED. GRARUE 1.( LED MINING W/ POLE; 12' RICH :� 1 Y 1 + 1Yp NN 1'Gt"t1l eiVNI AO` • i lxuu sma+ R slwrpN ER � wrml#z x � 4 + 'i { F.mI IJ wau eR+m-JmoN asl,c a SLH.150N i%ms. Lm'z�'paa" PMD(ole ` J n I 1 4 � B.VMNM IEONE Wj(plW msAsux 6[Citlx f lM J. N R t � h+31rq !' Y t CY9R24gI1MNX 1 IDI glop z emo/Poe 1 ..�•'—'' wAT[R tw[ C yt 1 SRK A flAaq 1 CISIsEGR Sl ql J N i � 3. 549C 3 't N]oAON I I i { { NwVIq A eAut (A411T.A eLW+£gN �� ewnEarz slpxepR aL4TJH 1 s(Wnox a ,OJ 0, IAtN i bro/MN ' r` - ufM',' L k Luax N '� LOJ y M a 2 '� ioJ > ,= 2 iR{o/Poe . NNNVA, R 1`W 0 xtn%MAR%LRSON BRIO lOx1 { ` [s[c1 µ j NPIX 11iC R Yf%pIM + tKffiJle M# N ay 5 MSRfGIE S.BNSON p3RNe1T 541 t 4 1 - ., ��/ \ IMMS MVEP F%Jxin UWI& MONFR 1 GiJllpiF SVOIIDYN � UAlfONO SaKlSd1 5401bx r r skllW a ITT JI SLMdI 6 Iq may, 4 2 /We Wise 1 "/N4 l t' R a n WA! . AGEw'c JPIt - �, .�• , , _ �+� •., •. .. — .. -^' '""t,tuARATA, wA• ! LOT 19..=% 2. Eem/Ope i. ANO OM xl VSiXG (%ROA[A PIPEVHE _ / "'r•. •-�. •----fUNRC fNNHE--- W.S. SECTION TO, 9EClIDN 19O 13billips ppyOi3 EU.U10 29 0AMR O 16A.2eJL3C. MCi iP[C MnAfA.:! Qw LtmiStPoiErn�rz we%Aw SFOfvN13, bM/N4/DieTI, LOT 1. : v 91p up mNf445,1+AV e.l /L[E PA15! WPAMIVS mx¢ss STAT. 2 .WWNAM, RNVpMw. `iaf�wTtkav: IMSM iA[l[ pMUN M4[ BB tWNI Wld T� min CI&1 L SITE PLAN ASTLEGATE 11 PARK A PHASE 1 CAS 1•LBGATH SUBDIVISION SI:C$ON 9, LOT 1, BLOCK 1.2 57 ACRIIS VOL.. 4920p0094 AND CASTLILGATB 11 SUBDIVISION 314MON 200, PARKLAND, 139 ACHES V01_ 10392 M, 2A0 176 ACRIS TOTAL R03FATSIT:Vq\309LEAGUE, A-54 COLEEGE MSON, Ni LGP\9Y, Th.AA$ MINIM SUR4 RS'QR.'. TH qep A mr BaK�A'F�F W.nxn is Tv+. 1, ),n 'vxm)een Mla x of Ya«ix DFII II LR' i\GI\Pl•Rr. 2, l 1•ry I.IG- 6WIT w,EXHI IT rwi ewu 4 rn,rrrww,�� _ pp,^, —r ,w c SCALE SHEET ___ Schultz Engineering, L.LG pL. aP CASTLFGAT.0 II PARKA SITE A', l]N mle,3aueA �>PoePR LANDS'C E^INi vploq lePu nus Supt.Ti Vijc�,,]],� VICTORIA AVENUE -fiarw l9N IRPEn9. m:> plszwDeHO'3�(i SEC9/tlN 8 LOT J, BLOCK 1 ryvwwru T•.,Od nvmPFo. Os3xwso IYNwx .vrOw[o xn ro. uJR n. RNa IP Ot wO A. CAPE PLAN wAq aEascN a< ONiE RERR ms mD 3Ps Iizro TUR atlavo ap SECTION TOO; PARKLAND pinnPAt OCTQBFRipi2 COIMRUCiWI PIS SHEET' 2 OF 2 Ix>�A Ii.O,g to\US<;ARB/$'JRB6TGCAP_tl SL'M1INARI' .1. AW ,R.AX IX]T YY I IpHTyRY ws] BE vgoiEC2o By (JOfR R OxtSwP[ V.1lWN SJME'VAPE, ]%I'/l5' 10 ]RLES (rwa+a0 w YIT %µl BRL%PLP. RrbJCFO VPLsswE AAVO%( . UJa/iW'l : Xd ISM PO) MLARARNAC ��Aa Now OLVRE p A rMy�'I.Wf014 KP1A}on papV.''l'Y S.V : . AASO /ic . xOASS 5! 14.131, 5f/IIXd) m ]ze) mNi9 1 yl BM}IRWw 0[NLFS YVS] Wf I.4..% I3uw.wn RBRp Yvp p'E]xl1A1KK1 As I[P [ }Y glavµ4E H13 OWN.p% M[ Pes ]30E. S gpawED pM INgSV^IiM . CCNIMGIaIIrEYvla[P iW (VgbSN AhVgFrt A9 ansi AR TA pLµS: 10 PIYa (Cu[4 SieiKN xµPt M¢ slie.9 W[XSRY YKKgEO Mlx I,NQAg13 IW.Is wIN1.A CMIMR Y1L 4Pu1FP trwr Y i,C lPfil µE APvaWiv. Pptl Arp IYY MM OEPMIvf 1: OM tts. Vµ\{q, MADS kR(N4 W/% 50YE WAIE9 pW Nq µF qV(, ]NEST rybIMO INES 3w1 PL pPO�ELIry OVPWO C 10.W W, TIC. LWSIPVCnWM up CaM[W MNISIJN[ P[Mq[D ,utlsruw0 PONIs, ro wo-TloNu IAxosrwrwe MOPo4Lp TWA ixs YI(. UxSPA4 MPtt: T. O[ Iwx Ltt[P.p a' wo wxxo aLCMiP'E P +41 A MRPP/w 4V.Si y- TOME.m mPl RE.. gtwwro ro r wr elLwot, YP4L5 µp 9ow,' 1ME PTI Eo1,RtA, MG4, P, 0.di19-o{' pi µ0 N+Y.CFMs PPaLtI! PSIIPIO[n WVRx0.Ga5motlkw. - (AN)$CAPE LEGEND -. V wrAA LAL... i r f i i r xl. Llwx 1. NTti Wq OMVtE p1A'. .0 AA.AN 44ArWG,pN' 5`pn rte t"" I IM'. i�0 oc�-- 1 ata,t (wl,rw R ( 4. ri Iw =_ '3mm rzew . t rM� i' dNgY/LL„' C•L P III • il• '•' "OwLRx I 0.4 Y� TxH:Eu4uaxlcnvr:vr:rA�t. 4I. e,°M W.tls>N sn'Ny r-zR ENE Ap SIDPAVALK EXPANSION suEwul p vAir x ]1M b -. ARRIPMLII! /S%II'!bs[ i°N wmw, gai ge /v CO\wA1yPIONJOINT ";„:T a °' �'(- euK eaT es• X x• �. •� ! y „ero5 o N`.K` d .A, 1,AAAA, Y hHf • N I) , JI P1MR aW ]r un IiAt°ROmtO 'ELaM �' t am c „n.alp CO\C RM, P,1TIi rn----- ST).),�ALK'CO\7'fU%CrION101\T ® s u�N ED vac nvE i�y.IL•,a, sRctran JRAN)t PVC SLEEVE