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HomeMy WebLinkAboutDrawings!, I I i i II_LLc1 1 J ' /l� i K - -"-- 1. PROJECT IDENTIFICATION: 14. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. / L ) I. nay, ' 1'-0" PROJECT NAME: THE BARRACKS RECREATION CENTER 3 _ ..7� l LOCATION: DEACON DRIVE 15. AN IRRIGATION SYSTEM PLAN WILL BE DEVELOPED AND INSTAL ED BY A COLLEGE STATION, TEXAS CERTIFIED INSTALLER TO SERVICE ALL PROPOSED LANDSCAPIG PRIOR TO i : k LEGAL DESCRIPTION: THE BARRACKS -11 PHASE 300 COMPLETION OF SITE CONSTRUCTION. IRRIGATION SYSTEM WILL BE I RESERVED PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A RED I CED t 0�7• 4 2. APPLICANT/OWNER INFORMATION: PRE _ PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA DOUBLE CHEC BACKFLOW STANDARD "HANDICAPPED SIGN. PARKING HEATH PHILLIPS INVESTMENTS, LLC DEVICE, & INSTALLED PER CITY ORDINACE 2394. VVELLBO ") LOCATE ONE SIGN AT EACH H.C.. P.O. BOX 262 ', PARKING SPACE (COORD. WITH WELLBORN, TEXAS 77881 16. TRAFFIC IMPACT ANALYSIS NOT REQUIRED. WELLS RN RD I .. f PLANS), _ I (979) 6904141 17. PROJECT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. ix 3. ENGINEER INFORMATION: �oil GOODWIN LASITER INC !' "' •3 ' "HANDICAPPED" VAN 4077 CROSS PARK DRIVE, SUITE 100 p IL• �.� ACCESSIBLE TEXT AT VAN BRYAN, TX 77802 � SPACE ONLY. SEE PLN. (979) 776-9700 PROJECT LOCATION r_ r a 4. TOTAL SITE AREA IS 12.51 ACRES �� c 72 • �„ . __ 5. CURRENT ZONING: PDD (PLANNED DEVELOPMENT DISTRICT) _. .�..�s 5 -VI %®, STY" - - - LLI L.. D _ Z 6. CURRENT USE: UNDEVELOPED / „ of 1 12O.D. 7. DENSITY OF STRUCTURE: 42.2 DWELLING UNITS PER ACRE PHASE 1- /1 p r1 GALV. STL. PIPE _J 35.97 SF/ACRES 4t:. R141F'fG2.�Z X 12'b 4 �+ rj✓ G � 8. PROPOSED USE &IMPROVEMENIS: CABLE WAKE BOARDNVATER SKI FACILITY r2 t of y C Z :.. PIPE SLEEVE 9. WATER & SANITARY. SEWER DEMANDS: N/A IDGE BWFF 10. BUILDING AREA: WA s / LOS PORT � � a -YT w �CONCRETE - sN FOOTING IB THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED x7 WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRE JCE OF WIND BLOWN LITTER THER UN CR . 1 ' RUN 4!� FROM THE PROJECT SITE. cF PucefaicoY n CONCRETE: ' `f f.:.WN r esom r .. _ �� . PAVING rim FA bre c �v� ;� ; ;,; 12. DEMOLITION/CONSTRUCTION WASTE: SITE IS REQUIRED TO PROVIDE NULU 014N CR !'% o CONTAINMENT FOR WASTE PRIOR TO AND DURING a'!I x a X22 %! I q DEMOLITION/CONSTRUCTION. SOLID WAS E ROLL OFF BOXES ND/OR METAL DUMPSTERS SHALL BE SUPPLIED I Y CITY PERMITTED PARKING ANALYSIS �) PARKING SPACES REQUIRED: SIZE GROSS BUILDING SF: N/A TYPE • 1 SKIER AT A TIME TOTAL POINTS •CHECK IN & RENTAL 5 MINUTES 21 EA • EACH RIDE 5 MINUTES INDIAN • TIME BETWEEN RIDE 5 MINUTES 10 • ASSUME 2 HR MAXIMUM WAIT © • ASSUME 2.5 SKIER PER VEHICLE 5 GAL 1 VEHICLE = (2.5 PERSON (15 MINUTES) = 37.5 MINUTESNEHICLE SHRUB VEHICLE PERSON 620 120 MINUTES = 3.2 = 4 VEHICLES FOR SKIERS 10 EA' 37.5 MINUTES KOUTK VEHICLE 1 • 2 SPACES FOR EMPLOYEES • 1 VAN ACCESSIBLE HANICAP SPACES REQUIRED = 6 SPACES PROVIDED: STANDARD= 12 4 -EA TOTAL= 12 INCLUDING 1 VAN ACCESSIBLE HANDICAP GULF PON i ` ! CON CTOR(S) ONLY. . KEY MAP � -���- z. _, !; .� � /!��� ' 13. CONTRACTOR IS TO MAINTAIN EROSION SEDIMENT CONTROL 1-1000 � "��:.� � • THROUGHOUT DURATION OF THE PROJEC T. ENSURE SEDIMENT IS NOT NOTES: Q TRANSPORTED DOWNSTREAM FROM PROJECT VIA SILT FENCE, SHADE STRUCTURE N.Ts. V GRAVEL FILLED WATER IMPERMEABLE BAGS OR OTHER APPROVED DIAMETER SEDIMENT CONTROL INSTALLATIONS. IF E ESSIVE SEDIMENT 1. 100% COVERAGE OF GROUNDCOVER, 3. IRRIGATION PLAN IS REQUIRED TO BE TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL CONTROLS DECORATIVE PAVING, DECORATIVE REVIEWED, APPROVED, AND INSTALLED SHALL BE INSTALLED. ROCK, OR A PERENNIAL GRASS IS PRIOR TO THE ISSUANCE OF A fawn REQUIRED IN PARKING LOT ISLANDS, CERTIFICATE OF OCCUPANCY. i AND DRAINAGE AREAS, THE PARKIN HANDICAP SIGN DT PARKING LOT SETBACK, RIGHTS-OF-WAY, 4: ALL BACKFLOW DEVICES MUST BE TAIL N.T.S• � NOTES AND ADJACENT PROPERTY DISTURBED INSTALLED AND TESTED UPON' 2 DURING CONSTRUCTION UNLESS INSTALLATION AS PER CITY OF COLLEGE OTHERWISE LANDSCAPED OR EXISTING STATION ORDINANCE 2394. PLANTS ARE PRESERVED. ALL OTHERe„[ -� �n AREAS DISTURBED DURING 5. PROVIDE A 2" LAYER OF MULCH IN ALL ? tY v ! V •- TOP VIE1� CONSTRUCTION ARE TO BE SODDED. SHRUB AREAS. .I GE,�I N n�►w + SfibNE wr��tp �.,{♦ I Y . 2. ALL LANDSCAPE MATERIALS SHALL BE;6'iiiLANR R TAIL s �fil LE,CTl�-IkS INSTALLED IN ACCO ��''� x RDANCE WITH THE O TH� [EA5 C F `3 CURRENT PLANTING PROCEDURES V `L F W ��a ESTABILISHED BY THE MOST RECENT EDITION OF THE AMERICAN STANDARD 7. THE TABLE ABOVE EXCLUDES THE FOR NURSERY STOCK, AS PUBLISHED BY SCREENING REQUIRED BY PLANNED THE AMERICAN ASSOCIATION OF DEVELOPMENT ORDINANCE # 2012-3407. NURSERYMEN. RE: DETAIL 6 THIS SHEET LANDSCAPING REQUIREMENTS PHASE I ONLY TOTAL SQFT OF AREA DEVELOPED: 110'x120'=13,200 SQFT (.30 AC) LANDSCAPE POINTS REQUIRED: 30 POINTS PER 1,000 SQFT=396 POINTS FRONTAGE ON DEACON DRIVE R.O.W. = 310 L.F. FRONTAGE/32=9.69 TREES REQUIRED = 10 CANOPY TREES PROVIDED = 11 CANOPY TREES (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE SUBSTITUTED WITH TWO NON -CANOPY TREES) 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF FRONTAGE= ((310 L.F./50)X300=1,860 POINTS TOTAL LANDSCAPE POINTS REQUIRED = 2.256 PROPOSED LANDSCAPING TABLE PHASE I ONLY SYMBOL UANTITY SIZE COMMON NAME TYPE POINTS EACH TOTAL POINTS 0 21 EA 5 GAL INDIAN SHRUB 10 210 © 62 EA 5 GAL HAWTHORN SHRUB 10 620 HEATH HILLIPS INVESTMENT LLOf C LC 10 EA' 3 GAL KOUTK SHRUB 1 10 ROSES DEACON .E, TEXAS 77845 20 4 -EA 3 GAL GULF SHRUB 1 4 4 CALIPER MUHLY TREE c 4 ky 3_ c..w 3Q 3 EA 3 GAL SAGE SHRUB 1 3 ® 6 EA 3 GAL YUCCA SHRUB 1 6 ,.; . CALIPER TREE TOTAL POINTS 1 340 x v g�J,a 11 EA MIN. 2.1" CALIPER LIVE OAK CANOPY TREE 150 1,650 " 10 EA MIN. 1.25" YAUPON NON -CANOPY 40 400 CALIPER TREE 29644 S N/A BERMUDA SOD - - TOTAL POINTS 2,283 VAN ACCESSIBLE SIGN r 1cNr� RE:. DETAIL 5 THIS SHEET BACKFILL BEHIND CURB W/ CURB )_., t, t TOPSOIL -14 4 /SIDEWALK I -1 - #3 BAR RE: ` CIVIL PLANS 6" fl" D SUItFAM ' #3 DOWELS @ 36' (U -BARS) COLD JOINT � i C 'I .ut r¢rZ Ti [ S 0 RE. CONC. PAVEMENT a 1 � ,. , � T ECTION . Q+IJ TGPjNewg b�� o j: i i 11 Q EST C /2" I w Q r 1 C14 HANDICAP. PARKING SPACE SHALL HAVE - r PARKING STRIPES A MAX. SLOPE. OF I , , 4 PAINTED REFLECTIVE 1:50 I N ALL ' M I I t 4rRncr�L TRAFFIC YELLOW DIRECTIONS VIE �" i 4" WIDE REFLECTIVE C LIA u TRAFFIC YELLOW CROSS ''MAR.. 1 2 Z, 13 STRIPES PAINTED , a', S ND MAR 1 12013 COLLEGE TATS S£ „ 1 ,_8» O.C. 9'-0 5'-0" STANDARD 8'-0" MIN. . -sOLi.E(a til ION I EE DEVELOPMENT SERVICES PLAT FILED,: LANDSCAPING NOTES 11 EMBED COLUMN DETAIL N.T.S. 8 HANDICAP STALL DETAIL N.T.s. 4 ! TE RY MPORA DOWEL ON CUR DETAIL N.T.sTi 6" STABLIZED SUB -GRADE SHALL BEA MINIMUM OF 6% LIME BY WEIGHT & COMPACTED TO 95% STANDARD 24 11PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL 1 /4"R 6" 15" TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 LEGEND 3n, "a'2 r� 1,. 1/4"R 5" #3 @ 18" EA. WAY EXISTING J4 STORM SEWER T`UJ ;`7 Z 1k LU SS SANITARY SEWERco I I I=1 I ►_� � �-iii=i i II I I-1 11-1 -1 11-1 I I.. W WATER LINE H WV WATER VALVE • _ #4 BARS 0 = 3/4" X 18" SMOOTH © SUBGRADE COMPACTED BLOW OFF VALVE EXPANSION DOWELS SUBGRoASTM MPA -698 S SEWER MANHOLE GENERAL NOTES: PROPOSED LANDSCAPING TABLE PHASE I ONLY r��Fh COMMON POINTS TOTAL SYMBOL QUANTITY SIZE NAME TYPE EACH POINTS © 62 EA 5 GAL INDIAN SHRUB 10 620 HEATH HILLIPS INVESTMENT LLOf C LC HAWTHORN 5 2 DRI COLLEGE STATION, DEACON .E, TEXAS 77845 � F re 4 `EA MIN. 2.1" LIVE OAK CANOPY 150 600 4 CALIPER (979)229-5906 TREE c 4 ky 3_ c..w tzYu„. 151' 1 3 EA MIN. 1.25" YAUPON NON -CANOPY 40 120 ,.; . CALIPER TREE TOTAL POINTS 1 340 S I E PLAN HE BARRACKS RECREATION CENTER PHASE I 6" @ EACH END• LEGAL DESCRIPTION LO' 1 BLOCK 28 THE BARRACKS II PHASE 300 ko, al `aS � t F r � f,h r �f EXISTING CONCRETE I. CONCRETE SCREENING PER PLANNED yt y { a A. Five and a half (5 1/2) inch thickness for all parking areas and appurtenances. DEVELOPMENT ORDINANCE #2012-3407 PROPOSED B. Refer to specifications for required cement content. C. 3,500 pounds per square inch compressive strength minimum 28 days ■ WM WATER METER II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS A. RE: Details these plans 4 0 CO CLEANOUT B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below). f NEW CONCRETE C. Lap Reinforcement 10" in each direction. 6' FENCE I 36" I 15" SUPPORTS "► .. .- 5 rr Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City 6" g" � � I` , } L t SCREENING ENGINEER: approved equal. NEW SIDEWALK Ill. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS A. Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth G 0 0 D W I N - LAS I T E R INC. dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth i n { dowels. Expansion jointspacingto be forty (40) foot maximum. Unless otherwise shown Expansion Joint (0 Z �. 4077 CROSS PARK DRIVE SUITE 1 ®®� Oeq a? material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. /�/� / LIVE OAK Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in ��// 1.911 o off,( ...� accordance with ASTM D1752. \. S ' F B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed o ���// \ M B YAN , TEXAS 77802' '•;.� �p with joint sealant. Premoided strips shall be a minimum of'1 1/2 inch in depth. Saw cuts shall be 1/4 inch in Q Q 3 a width 1 1/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly spaced between ° //�� \\ • 2 ("79)776-9700 / •.•� �M N.FRU`SK • •� Q CRERE MYRTLE expansion joints at a maximum of ten (10) feet and at centerline of pavement. , • ...�.. C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction /�/ / ,9 • "{" " d Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). ,/\//\/� '��\\��\'�\/\//,� It o'•, 87 $S4 @'d © INDIAN HAWTHORN SHRUB �SHEET 1 OF 2 polo' l Off`+ IV. SUBGRADE 8®.,c� .!C E td S�.• G��s A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as EROSION CONTROL P y NOTE: SUBMITTAL: oNA1- S/ .......�N- '" prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE damp). ACCOMPLISHED BY PLANTINGS OF LIVE OAKS, YAUPONS, AND INDIAN DATE: OCTOBER 17, 2012 11 C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without HAWTHORNS AND W FENCE. TO AL ACREAGE: GE. 11.49 ACRES 3- -2-a2 5 3 aamagetosubgrade CURRENT ZONING PLANNED DEVELOPMENT DISTRICT (PDD) LEGEND 10 CURB/PAVEMENT DETAIL N.Ts. 7 SCREENING DETAIL N.T.S. 6 BIKE RACK DETAIL N.Ts. 3 TOTAL MULTI FAMIL BUILDINGS/UNITS TO BE CONSTRUCTED: 0 �j'(J r��Fh d ifE 'i'13 k� s NNa 'f HEATH HILLIPS INVESTMENT LLOf C LC iNg 5 2 DRI COLLEGE STATION, DEACON .E, TEXAS 77845 30" (MIN.) 5 rr Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City 6" g" � � I` , } L t SCREENING ENGINEER: approved equal. NEW SIDEWALK Ill. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS A. Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth G 0 0 D W I N - LAS I T E R INC. dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth i n { dowels. Expansion jointspacingto be forty (40) foot maximum. Unless otherwise shown Expansion Joint (0 Z �. 4077 CROSS PARK DRIVE SUITE 1 ®®� Oeq a? material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. /�/� / LIVE OAK Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in ��// 1.911 o off,( ...� accordance with ASTM D1752. \. S ' F B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed o ���// \ M B YAN , TEXAS 77802' '•;.� �p with joint sealant. Premoided strips shall be a minimum of'1 1/2 inch in depth. Saw cuts shall be 1/4 inch in Q Q 3 a width 1 1/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly spaced between ° //�� \\ • 2 ("79)776-9700 / •.•� �M N.FRU`SK • •� Q CRERE MYRTLE expansion joints at a maximum of ten (10) feet and at centerline of pavement. , • ...�.. C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction /�/ / ,9 • "{" " d Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). ,/\//\/� '��\\��\'�\/\//,� It o'•, 87 $S4 @'d © INDIAN HAWTHORN SHRUB �SHEET 1 OF 2 polo' l Off`+ IV. SUBGRADE 8®.,c� .!C E td S�.• G��s A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as EROSION CONTROL P y NOTE: SUBMITTAL: oNA1- S/ .......�N- '" prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE damp). ACCOMPLISHED BY PLANTINGS OF LIVE OAKS, YAUPONS, AND INDIAN DATE: OCTOBER 17, 2012 11 C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without HAWTHORNS AND W FENCE. TO AL ACREAGE: GE. 11.49 ACRES 3- -2-a2 5 3 aamagetosubgrade CURRENT ZONING PLANNED DEVELOPMENT DISTRICT (PDD) LEGEND 10 CURB/PAVEMENT DETAIL N.Ts. 7 SCREENING DETAIL N.T.S. 6 BIKE RACK DETAIL N.Ts. 3 TOTAL MULTI FAMIL BUILDINGS/UNITS TO BE CONSTRUCTED: 0 �j'(J d ifE 'i'13 k� s A PPLICANT/D VELOPER/PROPERTY OWNER: 'f HEATH HILLIPS INVESTMENT LLOf C LC iNg 5 2 DRI COLLEGE STATION, DEACON .E, TEXAS 77845 LOT 1, BLOCK 28, THE BARRACKS II PHASE 300 4 (979)229-5906 c 4 ky 3_ c..w 3611 151' 1 5 rr Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City 6" g" � � I` , } L t SCREENING ENGINEER: approved equal. NEW SIDEWALK Ill. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS A. Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth G 0 0 D W I N - LAS I T E R INC. dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth i n { dowels. Expansion jointspacingto be forty (40) foot maximum. Unless otherwise shown Expansion Joint (0 Z �. 4077 CROSS PARK DRIVE SUITE 1 ®®� Oeq a? material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. /�/� / LIVE OAK Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in ��// 1.911 o off,( ...� accordance with ASTM D1752. \. S ' F B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed o ���// \ M B YAN , TEXAS 77802' '•;.� �p with joint sealant. Premoided strips shall be a minimum of'1 1/2 inch in depth. Saw cuts shall be 1/4 inch in Q Q 3 a width 1 1/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly spaced between ° //�� \\ • 2 ("79)776-9700 / •.•� �M N.FRU`SK • •� Q CRERE MYRTLE expansion joints at a maximum of ten (10) feet and at centerline of pavement. , • ...�.. C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction /�/ / ,9 • "{" " d Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). ,/\//\/� '��\\��\'�\/\//,� It o'•, 87 $S4 @'d © INDIAN HAWTHORN SHRUB �SHEET 1 OF 2 polo' l Off`+ IV. SUBGRADE 8®.,c� .!C E td S�.• G��s A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as EROSION CONTROL P y NOTE: SUBMITTAL: oNA1- S/ .......�N- '" prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE damp). ACCOMPLISHED BY PLANTINGS OF LIVE OAKS, YAUPONS, AND INDIAN DATE: OCTOBER 17, 2012 11 C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without HAWTHORNS AND W FENCE. TO AL ACREAGE: GE. 11.49 ACRES 3- -2-a2 5 3 aamagetosubgrade CURRENT ZONING PLANNED DEVELOPMENT DISTRICT (PDD) LEGEND 10 CURB/PAVEMENT DETAIL N.Ts. 7 SCREENING DETAIL N.T.S. 6 BIKE RACK DETAIL N.Ts. 3 TOTAL MULTI FAMIL BUILDINGS/UNITS TO BE CONSTRUCTED: 0 �j'(J l JOHN WHEELER BARGER, TRUSTEE SCREENING PER PLANNED FOR THE MOBEL M. BARGER, TRUST --- DEVELOPMENT ORDINANCE 2012-3407 CALLED 29.175 ACRES ! VOL.7583, PG.0 Ameristar Standard 2„ SEE DETAIL 6 SHEET 1 OF 2 (ZONED A O) 3" (Latch Clearance) (Hinge Clearance) -- _��-- -- Leaf gm -- -- - -- -- -- -- -- -- -- • „ n' \h.h � t�-'�:r��'�*��r:; �`��i""�k�'-�' oo�0000 �''� �k `fit?` �,zi��in ��. �' ;� �-=-"---xO'= - -'� - - - - - _. _ --'°'•-' -- Piz MONTAGEPLUS R1501s .•>. -- - - - - - - �- -- -'- 20 PU ILITY EAS ! - -... - = - - - - - - - - - __ `� BLIC UT EMENT I uff(See Cross- Section on Panel Drawi"`�•., 7" _ _ . - - _ _ - - - - - - i nHeight/ \ - - - � -- � 11 Post size varies with / - - ' n. (See Post-Siang c t�\ / i � 11 II Varies Gate Upright - - - - ///foo / /� ��- -- ` �m . DRAINAGE with 1%4" x 14 ga. / FQ/A1Q(sFljd \ \ EASEMENT LINE Height I I � ones ( I � i / / / / / � � \\ � � �\ � ,\ 1 . � v a�•Fc� / i I � / s ( with - - - - Standard Heights Height %4')d x 14ga. Picket I ' I ( \\ �\ `h , /�� . -- -- MIllllil,Illi 1) ,iI 1) IIIIII ,. Weld on Box Hinge �--- ( o I ll��llillilllil Iilill� jll�l j 2.. IIIIII Ii iI III 1 �1� t( / I Nom. I +.., MOTES: __ w DRAINAGE :':I I-';L 1.) Post size depends on fence height, weight and wind loads. I--1- ¢ TZ, I I I I I I I I 11" I i t (1 I I I I( I I 1 I / ;{ �.3151fi'TY' 1 �•:' SeeMONTAGEPLUS specifications for post sizing chart. I = z w I I I I I I i .III , I I, 1 1 I I I, i I II I I III I I i I (I I ' /� EASEMENT LINE i 36" Min. ate table for standard out to outs. Custom gate ( \ /< i 2.) SeeAmeristar g I a I I ( 1 1 1 (( I I 1 Footing depth :;.:I ("; I`, openings available for special out to outileaf widths. M w' I I I I I I I I I (I I I I I I , I I I (I , i I, I I I I LIMITS OF PHASE 1 / 3.) Additional styles of gate hardware are available on request. ( to This could change the Latch & Hinge Clearance. t0 k' 4.) Forth rail optional. II I I Ilil� I I U - ooa> �'•`4II, IIIIII I I I � III � 11 I . � I I I I � � '' � \/��� _ '66 wmODo I� III 'IIIIII,III, ,i �Iiu I 1111191. I / I�i �\ ( ll I- Single gate Arrangement z co I III i I 1 ► III 1 I ff \ - w-� w v I I. i I I I I I� L i I ih i ( z 1 o pZ" I '1' I (( SKI POND LOT 1! BLOCK 28 \ , w 1 z > 1 I I I I III I III III f r �� , 1 (RETENTION POND) i I H I I I \ I a n II II III �� III I w WwMU_ 8'1 Nom. DOUBLE RING Adoinament option o I I I i I III 11 I I I I I I I I I �, �, I I I 1 ! I I( EROSION CONTROL ( ( Q¢ o IQ Q2 I -- m a I „ I 1 (I I I I I, I I ,] Q� 1 I I I I(( \ i PRIVATE DRAINAGE EASEMENT I W W a> 1%"MONTAGE PLUs'°Rai1 w w>.6 ": w tin (Sae Cross- Section Below) I I z I , I l i i i I I, I III I II I I I, i s M _ J 1 z � m � 111Z" ( N I I PRIVATE DRAINAGE I, I i, I`I I II , j� I l i i ( a - I\\ I ' ai w z -- -- 11 Ii I.III�II� I IIII I i i _='-�''0z ,III 1 I I I i I I I I 1 , 1 1 1 1 (I (1 I) i 1, I I' 1: i I (� i RE: ENLARGED SITE PLAN I _ Post 2%Z'k7 x 14gaO I( I I I I I I I I , I I `'I l (( I I i I I I( I( ,1 i(I I i (` DETAIL 4 THIS SHEET ( m z o II IIIIIII1111 III III II(II I a a o II II I I I ► l I I I i w o I (- _--- -� ,,IIID�IIILIII 1111111 11 ,III 11 l: I I \ 1 `I I "'� _ w - - II II III III I I I I IIIiI � z w�tn I �- - - - - -� I I I I I I I I I I, -I- - - a-I-fi a-IiI ��i I ` I O Height I 11111 iI III 1i III ,1111 � � ► � � � \ I I Varies I I I I I I 1 I I it l I III I I� �_ Ill I, Standard Heights tVidi \ i (e r Height %a"y7 14ga Picket 20 I 11.,1111IIIIIj11I IIIIIIII I�I Ifi11� �' � ' � � ; I \� 1 � -- 1 � � 11 _,� �,i{':g •�� :,• y, ;,. + �t Ott. r fl ull I I 2" Nom. is Bracket Options 3/6' TYPICAL =.:I �::'• 36" Min. �,.t+�. �V•. .a ® _ :tat IY•- - - - - \\\\\\\\\��'` I�//�J ///� t� M '� z s #`� ��r.,,AIMS t 1 \ '7• / Illnu I I Footing Depth ..f \ K7� / /a " �r ` \\\ \ �� \ O {S✓', �` ,P - , h, ° NOTES: , � � s � '•� '� x"'r' J "-00000000000000000000-�' s 1 / �` \ f I I II 11 1 l.) Post size depends on fence height and wind loads. � � I i � _I , _ � �;�� J �' � ,�• ;,t �,�';' � : I ( ( � � / ' � I I I II II I ?• '., y;r �1 °ac lac .71 �• - ��. --'_ �.aae-_' -I 1.1 �L11, I I t i -.::•� I..;. � •..) I :; a ` ` �� eec � 3•�u {'� i ' - % � -��. / I I I II R' I . j SeeMONTAGEPLUS speeificationsforpost {_ r I u n) ' -5 PUBLIC UTILITY EASEMENT a1�� '� 'G!- \ I sizing chart. 8 t•..-. tt .: +� "".;::; dr- "'r-�'_"�ir`+ in ir+r' 1 '§- u,e irr irr irw ry re iYa frr:©-�/"�•- 2.) Forth rail optional. ° ,y _ _ 1� - �-''_ -- -- �-i-{ �• ly- I -- -- -- -- -- i �z 3.) T- 81 Heights will require a 14ga Picket & 14ga-Post. � •' �• -- .. _ _ -� - _ _ _ - 1 r II II - - - - 14-11 A CONTROL BOX \ ELECTIRCALSERVICE 2X2 _ ______________ ____ _____-----_ 5_ 1 ( ) _ 1 _ _ IT _ / HEATH PHILLIPS INVESTMENTS, LLC _ - �Irn� illi-t -_-_ _ _ _ _ -� GATE/FENCE DETAIL N.T.S. iJillii z ° ! > I I ,` -' I ! '' '4` - CALLED 108.88 ACRES - til - - _ _ _ =-`^ "' " VOL. 9627 PG. 73 ! 1 I 1 (ZONED PDD PLANNED DEVELOPMENT DISTRICT) I - - - _ - - - - - - -- --��=- -- ----1' / --_ ___ - ' �---------------J r----------------------------------------------- ------ -- - ----------_7 ------- W _ - - - - - _ - - - _ - - - _ - - - - - -- - , �r I fl I aM '1 o------_ / /� l:+ u i ::.Y : ss _ _ 1 w:1 � u C LTY :�� - - - ---- 15 PUBLIC UTI I - - - - -u- _ --- :s --1- ---- \ i 1 EASEMENT �_ -- T302.44 I ( / -- -- - _ - _�\ } : �. -- -- a \ / r �; o w Cj P 301.941 UT - - - _1 I � , / / ' 1- � \ T -y_4 'EXISTING FIRE HYDRANT TEMPORARY DOWELI i ON CURB-40 LF 3p2�i 1 TEMPORARY DOWEL 2 9: T 302.49 1 1 ON CURB- 33 LF P 301.99 T 303.06 Fa I 1 ` _ i I MATCH 1 1 REVIEWED FOR P 302.56 � _ --- - 1 3 CURB CUT T 302.61s+ K EXISTING 1 : ! I , C" x i / \ i I 0 j T 302.84 , P 302.36 1 t e:e R 22013 i r, aQ ' . �� i P 302.34 �i 7 ' -3X4 Y, Q _ - 1 xtt nix MATCH 1 t `T EXISTING o 1 1 TEMPORARY DOWEL x� x ? { << t r �t } COLLEGE STATIN x MAR 1 12013 ENGINEERING ON CURB- 64 LF Yf :' j n,t'' r'•f^:t"Z,� y i a''*"�`t,�.'n'' \ 'rt~ a {. t k"s " SS SS �� 1 � �y� j1 �•�.. 1 aT'�r " fid•' r,;.. r '^�.'�t z �.! s a. ,t l s d`t: 3 '� / \ 1 - - - i CtJl.,l..t:(.. t•.t' i 7 b b r 1.c:: •j 1 'moi `� 304-�h„+�_ ur�i{ T30286 \ 1 ®EYE P �:r"':='° kt 2� a 9 I 1 1304 ;' ` ;a r ' . z � ~� pr's Gs ,'� P 302 36 4: O ` I / \) PLT FILEL : i ��gykf F} t X o SITE PLAN PHASE I =50,-O", _ 305WORN- ��t r 1 �C] 1 5 Q Vi 1 - ■"_�/O' ® ■ fill 30 P ;' '+f HOW T 303.20: 1 s P 302 70 5 i z} 1 l T O 1 i + �. s�� , `" d c'r � z' ��.1_ �sfi �` ft' i1 ! '•`' ra aSr : '`.:I O �, yx P302.88 rRik#fY£ a O 1 Yi r< pp,,} d' t i s � k �`a.. • x� „ `r '-��,.: �r,�q �.: �.. -ra'L . .c �,t f�. - � �;: i •�:�' �+ n.a-:� 1:'�tl'}�II���. ' O 30 > x_., � 7z j<4t` t-..s zM;_` ,�.1-`:"X'�..: �, ... °' �. akt.��.i `>,?,� �, ... O - •. .-' "-. _� �.,; - 1 c� :�..,: ,. � �•x.. :, �;_ . � ..:�,-err-•. " -��" :...: _. �;',,. a 1. �1 ., ,:. ,.. �,,, i >1 5 ITE �� N 310 NOTE: MAX CURB HEIGHT LESS THAN 2'. BIKE RACK O + K M .. . "" :'" .' '-.R"• dry, 2+j t -.. _._ ...... ._ .. _-. M ! mss. 11'IxsJ'6 - BARRA 30375O !�--� ::y. E �HE C KS RECREATI®N CENTER :.. O i P 303.25 I i 6' SIDEWALK - - 1 G 303.50 , i3 �' E SI ��: t3" . LNC E ;F"sM CROSS SLOPE _____ ��.,=rr _:A F�� :-PHASE 1 305 F ...• • 1 :. _ :_.• .. _. ,;.,_ ;. _ ,;.:_- . S TOP OF WALL (SLOP D !304-1t'E i�� 11r a'sJ r3 F (.1 D LEG DESCRIPTION: LO 1, BLACK 28, THE BARRACKS II PHASE300 g0 _ ; : , W/ ENBANKMENT) AL DES V 303 1 z� w• _ 1 T 304.00 L P 303.08 1 P 303.50 1 > .::•. MATCH EXISTING , APPLICANT/DEVELOPER/PROPERTY OWNER. 1- 302; # i TRASH CAN S w 1 SLOPE t r HEATH PHILLIPS INVESTMENT, I' GATE ESS P 302.66: y I V LLC -3fr3-- BEGIN CURB #7 `� / O�ia I 1 a. i 1 O ELECTRICAL I i #3 BARS@18"EACH WAY 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 - W//CURB SIDEWALK ` °'� SERVICE (2X2) _ ::: -. _ 3� ' LOT 1, BLOCK 28, THE BARRACKS II PHASE 1- -586 ---- ---- _'.`=---."� TW 301.53 - - 1 . _..._.. I P 301.03- TW 01.03 q SECTION 2 dI ' G 303.50 ,. ; : TW 301.64 m (979)229-59061 1 h .�i . 1- �\ P 300.64 TW 300.82 TW 301.44 I 1 > j P 299.82 P 300.44 q t j � 0 F r® I- TW 299.00 N ENGINEER. �. s r, 1 \� P 298.83 ODWIN-LASITER, INC. _. I. ..........................: *•s w 2 SCH 40 PVC i i G 0 TW 299.26 ELECTRICAL 1 P298.76 CONTDRO BOX i 4077. CRSS PARK DRIVES IT JgHt .usl. 1 i i P 296.59 ( i \ 6" �`� �-`�- 6° CURB ( , SUITE 1 ®0 e...:........ $ 84 ...!:, .��..� r N 1 k, /��� I I WIDTH �, a' $% TOP OF WOODEN B RYAN , TEXAS 77802 .p j NORMAL W.S. DECK 298.43 1 , ' � ���\, I t O O ®Aa 1 ELEV.= 297.26 O 1 :;. \, , (979)776-9700 ' ` O , '` , • 3' SIDEWALK`% ` \ N 1 r 2- #3 BARS ON HEIGHTS VOR HEIGHT OF CURB ADJUSTED SHEET 2 O F 2 i y W/ SLOPE OF EMBANKMENT -CED (TYP) 7 G LLGREATER EVENLY SPA 1 TOWER ANCHOR 1 MAX HEIGHT 2' SUBMITTAL: 1 N .. SECTION 1 #3 BARS @ 18" EACH WAY r CABLETowER , DATE: OCTOBER 17, 2012 �/ - TO AL ACREAGE: 11.49 ACRES L------------------------------ ---------Z..1� ���� �- �l.r.�l = - - =- -- ------------- ILI CURRENT ZONING., 0 PLANNED DEVELOPMENT DISTRICT (PDD) ENLARGED SITE PLAN 1�=20'-0" 4 TRASH CAN N.T.S. 3 SIDEWALK SECTIONS N.T.S. 2 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 i JOHN WHEELER BARGER; TRUSTEE SCREENING PER PLANNED FOR THE MOBEL M. BARGER, TRUST DEVELOPMENT ORDINANCE 2012-3407 7 Ameristar Standard 2" (Hinge Clearance CALLED 5 1 5 ACRES 3" (Latch Clearance) (Ei' g ) SEE DETAIL 6 SHEET 1 OF 2 ' 0 Leaf WidthsQ V (ZONED A-0) 9 „ r»_-.����--- Il/2 MONTAGE PLUS Raii - - (See Cross-Section on Panel Drawing) t;-•.fat•.•--_°= ' 20 PUBLIC UTILITY EASEMENT ? l 1%i' Post size varies with Height �i ��, _ �` - G _ - - - - _ = _ ___ - - - - - -�_-_ ■ - =a - _- - -- -' - ' �. (See MONTAGE PLUS n' Post-Sizing chart) / / •.+ \ \" / 1 Varies Gate Upright 3:t g - - - - / `\e. DRAINAGE + { with } I/a x 14 a. \ / Height EASEMENT LINE / 1 Varies - ' with Hei ht 3 :t -. - - - g icket tandard Height /a x 14 a. P I S g / _- 8h \ -® _ III II iI ')1 II I L -- - III;iIII�IIIII.I IIIIII� VIIIII111I � / " // - Weldon Box Hinge T1 O III , 1 I I i III I/ \ !I 2:. 3 I o � I � LI I I.I I I I I I I I I I I I I I I I I I I i�l I � ( NOTES: a, Dads. t- III ( I 11 I � � t � Nom. ::I I1 '1 �:; ; m III .I I I I I I( 11 I I I I II ,I i 31 �6 , TYP i.) Post size depends on fence height, weight and wind 1 - - I I // DRAINAGE '.;;� .j'.; See MONTAGE PLUS specifications for post sizing chart. , , I i I I i" I i ,III ", I I , , I I"'' \ EASEMENT LINE 36 Min.g ¢ E- Z 111.1 1 I I I I I I i I I I I 2 J See Ameristar ate table for standard out outs. Custom gate I Footing depth ;:..I ('' :'°-:I': p I a z w ( I I I I ,III V I I I I I I I I I I I I M I I I I I I II I 1 I ;. • openings available for special out to out/leaf widths. ( w W ? I ,;• : ') :. 3.) Additional styles of gate hardware are available on request. z c� I m III , III I 1 I III I II ,III I I I 1 I LIMITS OF PHASE 1_ I \ t This could change the Latch & Hinge Clearance. 0 f9 >; 4.) Forth rail optional. ( -- og. O w I w I I I I I I I I I 1 I I I I I I I, > a III I I( I i I_ I �/` ''t I I 1 I. jj , .----_...... -. ❑ o- w � '- I i I I I I I i I I i. i 1 I, I I I I I I' I i wmP❑ 1=' II III I I I I I I I i i 1 l.1 N II 1111 9 1. I/ I► A ��-/ ( ( 1� ( '- Single gate Arrangement I ❑. r- �- I I I I i I \ W ztnoW ❑ IIIIIIIIIILIiIi II I1IN I IIII I I `� Z ❑ I ,.;Z (�.°�:i�l 1 II I� III � � , UJ z - - ¢ O m SKI POND I (I I I I I LOT 1, BLOCK 28 cn w >g III I I IIi I IIi r 8' O.C. Nom. CL n I I, (RETENTION POND) I i I I, I i II IIII I I I I, I \\ I I s ' I i DOUBLE RING Adomament option „, I 1( I I ( j I I I I I I I EROSION CONTROL i p .❑ o III I11 II� I Uc�O I 2" ❑ I I I I I 5 I III ��� ¢ I I I I �j�jI IIT I �; I PRIVATE DRAINA E EASEMENT w w 1%i'MONTAGEPLUSmml I -- m 0 ( I( I I I l l i I O �Qb TTI �� ( I I I( I \ , > co > II Il l��sl �� �� I I 1 6., Lu (See Cross. section Below) i = w I I I I I I I I I i I I I i, i¢ i II I i i III i \ O N❑ II/' I I t- zo I II , I I I I I III ,I II 0_ (t='❑w 11 11 11 11 11 IFPRIVATE DRAINAGE I I I I• I I , 1 1 -- II II IIIIIIIII I I ( \ w z EASEMENT Post e%"Xx l4ga¢> g RE: ENLARGED SITE PLAN _j a- v DETAIL 4 THIS SHEET `❑ (W a 1------`� IIIII.II II II,I II� I I I 1 LI I I \ ( i in, _ ❑ I III, I I I I I I I 1 I II IIII �\ I i I V_ z Varies 0 With I (-- -----I II IIIIIIIII 1_ _LII�.I1� Height Varies I I, I I I I I I I I .I III� Standard Heights With I I III I I I I I 1� 1 i I, I I I II 2� Height 8/",V14ga Picket - - - - 1 I I I i III IIi I I IIII I i 1p • I I IIIIIiiiI�II II�iIIII � ( f���� _���'��,-��i i � � � i l �. � �� ( I - �- 1 1 \ \ '\ \,\, ` ;' I� /- / ,/"'/' ' rE� e. "'k.s'a I ' .}'_. ^•� \ 1 l/IVi tl \/ t 2" Nom. Bracket tions \ \ \ I 1 u u :I 3156' TYPICAL \ �X�%%% „ ;.,{a 36 Min. Footing Depth I'•; �.. r NOTES: 1 I it It I 1 I. 1.) Post size depends on fence height and wind loads. a I _I ' {;.I I. - "a~ 000000000°000000000000 ,yAt «+. >•"'* _ -"/ /� _ I 1 I II 111 J ; • .See MONTAGE PLUS spt;ct#icattons"for post :; •;;: �_ I I ,_ -� �\�- ■ +� y �, •.��� �:%,`. ` ' �-`'� 5' PUBLIC UTILITY EASEMENT u•.-•, sizing chart. �. �> �� to • ; ,� --"� •). :i. tt tt ss - = m - $ �,r.4 c? 2x�. -I 1 �`- _ -- �- r f-= �. soe� = --� - - _ - - - IHI-1- I •__ . '-- _'i 2 Forth rail optional. �• @ ;5 n a .� � � .��, I tt tt -" 3 J T- $-Heights will require tt .14ga Picket & 14ga.Post. Y �- "•� -= -�`G :ry :r. iT�•-irw I rx. zw :r.Q ...-- --'✓'-/ /��o--- ._ - 1 1 1 I 1 .r:.: 1. -.ori:'• -�ti.` ,r�i4'r4' •'T�ti�iS••�.':" - _ - O -�yp - CONTROL BOX ELECTIRCAL SERVICE (2X2) \ \ \ / t:'..K, 1 HEATH PHILLIPS INVESTMENTS, LLC - I I GATE/FENCE DETAIL N.T.S. 5 ;; ; > JI;rJ,:___- CALLED 108.88 ACRES-- f II I - �.- - ---- VOL. 9627, PG. 73 C - 1 N �•�_ ct - (ZONED PDD PLANNED. DEVELOPMENT DISTRICT) \ / _ - - - - - - - - �- I III -------,�---------�y��-.--�.�J. - .:�::' r / �'�._"•.-- ----"/ / i�� - r---------------------------------------------••-- -- - ---T - •� i'. .S. S \ - ..iti:,. -�',y' -gym - r 9�' is ++ d -. of • _ i 1 L UTILITY - - - _ 15 PUB IC _ .a : 1 WV } \ EASEMENT �- y yx _� r= \ 1 T302.44 ', � I I 1 " �- f- -- , -- --- \ o o --- -- n ' P 301.94 5 CURB CUT I / -= - - / , - - - - - - _ _ .-- ' EXISTING FIRE HYDRANT TEMPORARY DOWEL ON CURB-40 LF 3�2 1 ! I I I @ ! 1 TEMPORARY DOWELf 2 9' ' T 302.49 1 ON CURB- 33 LF r�P 301.99 T 303.06u e I MATCH I ' i . P 302.56 EXISTING FOR 1 3' CURB CUT T 302.61 �x �` ��"`�P F�'� §��E �� ` I 1 1 RE RIEVVED P 302.19 _ sk'r , I Lj C i T 302.84 T 3k T 302.86 ; t 1 P 302.34 s r�Ll ` zt . P 302.36 MATCH F. 12 2013 3 1 _ J Ott , it EXISTING 1 _ Cn _ 2013 � 4 r� 1 ` ',€ t s ter. ' mer t, ppgqpp��ggti1�3 TEMPORARY DOWELx <± .f� $ I _ ! 1Fit�t 1 ON CURB- '4LF I COLLEGE L O $$ - $$ g� pp yE�a�jpN ��ao ION ! vA `74N I - I -t - ICE S `Y4.."a ►� 1 04-� I 3 F a T 302.86 1 ,?.a,F" ;4a��'v,-,-r;_. P 302 36 O h. 80 ., 5 4 ai O - �3 E Fy s o I SITE PLAN PHASE 1 1-50 -ofl 1 1 r 305 ,�. # � m- 306 c 3, s a w T 303 20 lf� O 1 O r . 1 1 w: I Jl�s.. s O f 7 P 302:88 FJ O Specifications sv u �r Y 1 y f y j O this: F;rr- �...a� s e"n_u�.r ".� �. �-, � s� ';...� rx e�• ", Vis-.. , ,r_G.,;r„ O "• U .: ' � - s..-3=. .<: -. gu­ _ _, - ., _ �s L N LAN tP c ;+f . s - ., .. it ��,..�2,x� „ � _ �� r , • ., " p .� .... �!')i nD O 1 �q,y,ry��r�, � :� �' ,��, �" �s€ ��c,: if,�r.� Et. (; '3�fitXG:i� 'tiNOTE: MAX CURB HEIGHT LESS THAN 2'. ��s.:sem` `;•r � .. v� co •: - BIKE RACK o O 1 cn T 303.75 CQ � ( 4 ,_.::_�•' THE BARrxt-% KS RECREATION CENTER : -. O O P 303.25 IR �� - 1 CROSS SLOPE I 1 PHASE I 05 :.._ -- O- y�'y y r: .: , CPTIO- ,' E LL J'E 3.. Mf'cE-.;�iVOL LE "' TOP OF WALL (SLOPED 13 Ao : '.• ::..... .... :. :.. • ^ .:::.....: ' '..::::..` 1£;TA -Ili Iia;; EZ-i:f I'1PI1C51_ W/ ENBANKME _.._.K- '� ON'. LO 1, BLOCK 28, THE BARRACKS 11 PHASE 300 ,� - 30 :.,.... LEG SC -- 303 tFf . il�[3U1T g _ Z _ w _ _ T 304.00 * 4 P 302.91 P 303.08 1 Q 1 P 303.50 _ rA" � k`��� � 1- 302 .� ^' ., MATCH EXISTING ; F TRASH CAN �� o , s.0n/n nnAxs►0PE',r.., APPLICANT/DEVELOPER/PROPERTY OWNER: 6' ACCESS g Y1 w ' -_ r GATE P302.66ti� V , HEATH PHILLIPS INVESTMENT, LLC BEGIN CURB : / w O� --� _ `�- -- 5 2 DEACON DRIVE; COLLEGE STATION, TEXAS 77845 L_ �_ 3' CLEAR SIDEWALK . d0 r3 ^ELECTRICAL / w , #3 BARS @ 18" EACH WAY i W/CURB SERVICE (2X2) _ -- :: �., ti LOT 1 BLOCK 28, THE BARRACKS 11 PHASE 300 �- -586 TW 301.53 / A 1 SECTION 2 - ---_ \ P 301.03 1 979 229-5906 1 _ 5 1 �- ��-_______ TW 301.64 -•_ • t m G 303.50.:. % O , :- - . •, - P 300.64 TW 300.82 TW 301.44 w �e 1 � \\�P 299.82 300.44 ENGINEER \ (/1 9.00 - TW 29 1 P298.83 2"SCH40PVC / 1 GOODWIN-LA T 1 '�\ TW 299.26 ELECTRICAL 1 S 1 E R, INC. P298.76 CONDUIT TO k- 4077 CROSS PARK DRIVE SUITE 1001 CONTROL BOX 1 P 296.59 I i , 1 "� 6" 6° CURB WIDTH r .. r .: N - YA TEXAS 02 1 8 TOP OF WOODEN ; :I ` �� \ B R N , 77 JOHN .... .,... j DECK 298.43 , 1 , e t r i,� / ��.�::....87a�� 1 NORMAL W.S. \ wo �,' \� _ 1 � _ \,�, (979)776-9700 ELE..- 297.26 0 1 t p TSIDEWALK apOa•�/CENS�� 1 •� F GIs 1 i, S S. + 1 r 2-#3 BARS ON HEIGHTS VOR \O�IONA� GREATER EVENLY SPACED (lYP) SHE T. 2 OF 2 N i i HEIGHT OF CURB ADJUSTED. Ogoow W/ $LOPE, OF EMBANKMENT SUBMITTAL: " / t # / TOWER ANCHOR, 1 1 SECTION 1 #3 BARs @ 18" EACH WAY CABLE TOWER MAX HEIGHT 2' E O 12 / ; DATE: OCTOBER 17, 2 = -- . / � � N TOTAL ACREAGE: 11.49 ACRES L----------------------- - - - --- -- ------------- ENT ZONING: DISTRICT CURB ING PLANNED DEVELOPMENT D T PDD) 9_01n TOTAL A MULTI FAMILY BUILD ENLARGED SITE PLAN 1 204 TRASH CAN rv.Ts. 3 SIDEWALK SECTIONS- N.T.S. 2 BUILDINGS/UNITS TO BE CONSTRUCTED. o _ _ I I �. 1 �-0„ 1. , PROJECT IDENTIFICATION: 14. ALL SIGNAGE WILL BE PERMITTED SEPARATELY.. , 3 PROJECT NAME: THE BARRACKS RECREATION CENTER p �. 1 f . LOCATION: DEACON DRIVE 15. AN IRRIGATION SYSTEM PLAN WILL BE DEVELOPED AND INSTALLED BY A �� COLLEGE STATION, TEXAS CERTIFIED INSTALLER TO SERVICE ALL PROPOSED LANDSGAPI.N PRIOR TO LEGAL DESCRIPTION: THE BARRACKS 11 PHASE 300 COMPLETION OF SITE CONSTRUCTION. IRRIGATION SYSTEM WILL BE itY7" RESERVED I PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED LZ PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A.DOUBLE-CHEC BACK FLOW �' 4 �`' 2. I APPLICANT/OWNER INFORMATION: p STANDARD "HANDICAPPED" SIGN. PARKING HEATH PHILLIPS INVESTMENTS, LLC DEVICE, &INSTALLED PER CITY ORDINACE 2394. . ' LOCATE ONE SIGN AT EACH H.C. i P.O. BOX 262 fWI?.` PARKING.. SPACE (COORD, WITH io WELLBORN, TEXAS 77881 16. TRAFFIC IMPACT ANALYSIS NOT REQUIRED. 4: PLANS). _ (979) 690-3141 17. PROJECT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. 3 I ENGINEER INFORMATION: E w j SUITE 100 �� , E (� I � GOOD �� "HANDICAPPED" VAN V (v I 4077 CROSS PARK DRIVE S p Y !/ �- ACCESSIBLE TEXT AT VAN ~ BRYAN, TX 77802 SPACE ONLY. SEE PLAN. _ o (979) 776-9700 PROJECT LOCATIONI 4. i TOTAL SITE AREA IS 12.51 ACRES 2 E®� . • :..`' ,•.. - 5. CURRENT ZONING: PDD (PLANNED DEVE PMENT DISTRICT) w C� - U Cu USE. UNDEVELOPED ;. •:,of Q' /2" O.D. 7 I STRUCTURE: 42 2 DWELLING ITS PER E PHASE .� - ' " GALV. STL. PIPE �!"!r .,- ��-.._ " .''•�-; DENSITY OF STRUC UN ACR .' ' rz.ci Z f� IZ Z A~35.97 SF/ACRES YAG 8. PROPOSED USE & IMPROVEMENTS: CABLEI WAKE BOARDIWATER SKI on z FACILITY t. �� o 2 0. D. GALV. _..',� _-.:_ 3.Z.. S PIPE SLEEVE _ :' 9. WATER &SANITARY SEWER DEMANDS: N/ IDGEBWFF R•3 "yb'�-� i-.. rF� % :� 1014 BUILDING AREA: N/A LOS PORMLEE CONCRETE 11 T r # " TING HE CONTRACTOR SHALL BE RES SIB FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AN SOLID WASTE ASSOCIATED F00 D�Fsevr WITH THIS PROJECT. THE CONTRACTOR S LL USE ALL MEANS iHER uNc" ��RRo - -• . 3 .y :_-'�""'� �; - ! NECESSARY TO PREVENT THE OCCURRE CE OF WIND BLOWN LITTER R°N °ar %777777 FROM THE PROJECT SITE. CONCRETE ; .•+.•`.�,�-- "` .�� '���. PAVING - FA c 12. DEMOLITION/CONSTRUCTION WASTE: SITE IS REQUIRED TO PROVIDE NOA O CONTAINMENT FOR WASTE PRIOR TO AND DURING NBLUE ONN CR DEMOLITIONICONSTRUCTION. SOLID WAS1 E ROLL OFF BOXES AND/OR Ti METAL DUMPSTERS SHALL BE SUPPLIED CITY PERMITTED PARKING ANALYSIS '::.'rD %�' r r�I'� ; �- �) PARKING SPACES REQUIRED: SIZE GROSS BUILDING SF: N/A TYPE • 1 SKIER AT A TIME TOTAL POINTS • CHECK IN & RENTAL 5 MINUTES 21 EA • EACH RIDE 5 MINUTES INDIAN • TIME BETWEEN RIDE 5 MINUTES 10 • ASSUME 2 HR MAXIMUM WAIT 0 • ASSUME 2.5 SKIER PER VEHICLE 5 GAL 1 VEHICLE _ (2.5 PERSON (15 MINUTES) = 37.5 MINUTESNEHICLE SHRUB VEHICLE PERSON 620 120 MINUTES = 3.2 = 4 VEHICLES FOR SKIERS h . � 37.5 MINUTES KNOCK VEHICLE kf • 2 SPACES FOR EMPLOYEES • 1 VAN ACCESSIBLE HANICAP 3 GAL SPACES REQUIRED = 6 SHRUB SPACES PROVIDED: 10 STANDARD=12 4 EA TOTAL= 12 INCLUDING 1 VAN ACCESSIBLE HANDICAP ROSES CONTRACTOR(S) ONLY. KEY MAP 1-1000 12 . �.- - 4 - / ! • 0. i \/ �� /i ,� `% -•' :. • � , -.., ; , �. 13. CONTRACTOR IS TO MAINTAIN EROSION & SEDIMENT CONTROL .I• / THROUGHOUT DURATION OF THE PROJEC .,ENSURE SEDIMENT IS NOT %I %\f.' %!%! i i .`f %, TRANSPORTED DOWNSTREAM FROM PRO ECT VIA SILT FENCE, NOTES: SHADE STRUCTURE I \. L .Q. V 6" GRAVEL FILLED WATER IMPERMEABLE BAGS OR OTHER APPROVED v DIAMETER SEDIMENT CONTROL INSTALLATIONS. IF EXCESSIVE SEDIMENT 1. 100% COVERAGE OF GROUNDCOVER, 3. IRRIGATION PLAN IS REQUIRED TO BE D IN . E FIELD, ITIONAL CONTROLS TRANSPORT IS OBSERVE TH D D ROL DECORATIVE PAVING, DECORATIVE REVIEWED, APPROVED, AND INSTALLED I SHALL BE INSTALLED. v »t ROCK, OR A PERENNIAL GRASS IS PRIOR TO THE ISSUANCE OFA 5. ; REQUIRED IN PARKING LOT ISLANDS, CERTIFICATE OF OCCUPANCY. r SWALES AND DRAINAGE AREAS, THE i HANDICAP SIGN PARKING LOT SETBACK, RIGHTS-OF-WAY, 4. ALL BACKFLOW DEVICES MUST BE DETAIL N.T.S. 5 NOTES 2 AND ADJACENT PROPERTY DISTURBED INSTALLED AND TESTED UPON DURING CONSTRUCTION UNLESS INSTALLATION AS PER CITY OF COLLEGE OTHERWISE LANDSCAPED OR EXISTING STATION ORDINANCE 2394. PLANTS ARE PRESERVED. ALL OTHER T V AREAS DISTURBED DURING 5. PROVIDE A 2" LAYER OF MULCH IN ALL �A CONSTRUCTION ARE TO BE SODDED. SHRUB AREAS L� 4U 2 A XV M ►V , �G©1 u ' • } j 5�7NE rtiR M ALL LANDSCAPE MATERIALS SHALL BE 6 LAND CAP�E�� :L�'I����CT �' @ ) y ' ..3. as• -r°3 cam"! q u . INSTALLED IN ACCORDANCE WITH THE OFTIF C i ... .� u£ CURRENT PLANTING PROCEDURES URS pU­ s - v 1 =. ESTABILISHED BY THE MOST RECENT EDITION OF THE AMERICAN STANDARD 7. THE TABLE ABOVE EXCLUDES THE FOR NURSERY STOCK, AS PUBLISHED BY SCREENING REQUIRED BY PLANNED THE AMERICAN ASSOCIATION OF DEVELOPMENT ORDINANCE # 2012-3407. NURSERYMEN. RE: DETAIL 6 THIS SHEET LANDSCAPING PHA REQUIREMENTS E I ONLY Q S - -TOTAL SQFT OF AREA DEVELOPED: 110'x`20'=13,200 SQFT (.30 AC) LANDSCAPE POINTS REQUIRED: 30 POINTS PER -1,000 SQFT=396 POINTS FRONTAGE ON DEACON- DRIVE. R.O.W. = 310 L.F. FRONTAGE/32=9.69 TREES REQUIRED = 10 CANOPY TREES PROVIDED = 11 CANOPY TREES (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE SUBSTITUTED WITH TWO NON -CANOPY TREES) 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF FRONTAGE= ((310 L.F./50)X300=1,860 POINTS TOTAL LANDSCAPE POINTS REQUIRED = 2,256 PROPOSED LANDSCAPING TABLE PHASE I ONLY SYMBOL UANTITY SIZE COMMON NAME TYPE POINTS EACH TOTAL POINTS 0 21 EA 5 GAL INDIAN SHRUB 10 210 0 62 EA 5 GAL HAWTHORN SHRUB 10 620 Q h . � f KNOCK _ kf - 10 EA 3 GAL OUT SHRUB 1 10 " 4 EA MIN. 2.1 ROSES CANOPY 150 6:00 2 4 EA 3GAL GULF SHRUB 1 4 _ .__ MUHLY_ Q 3 EA 3 GAL SA'.GE SHRUB . 1 3 ® 6 EA 3 GAL YUCCA SHRUB 1 6 TOTAL POINTS 1,340 11 EA MIN. 2.1" LIVE OAK CANOPY 150 1,650 CALIPER TREE 10 EA MIN. 1.25" YAUPON NON -CANOPY 40 400 CALIPER TREE 29644 S N/A BERMUDA SOD - - TOTAL POINTS 2,283 IVAN ACCESSIBLE SIGN °`POR Z Ctbu gar' I ;`� y;.' RE: DETAIL 5 THIS SHEEP k i} T I L BEHIND CURB W/ �GND CURB I.,, TOPSOIL SIDEWALKIT 4 - RE: CIVIL PLANS I h`i,' Z 4. t 1 -#3 BAR ,�• 6" rr EN DOWEL I #3 (U -BARS) S @ 3 6" sulrFtr.� i �� 1 K COLD JOINT RE. 1 , � T - bo O CONC. PAVEMENTSECTION ( a •F I CJrGt<ttr#� iffs Tr r r r ^CM3 8�1 o - g ®NNP�f a �, e� o rW Z \ • • +� ' r r r i i �Esi G /2'� N HANDICAP PARKING I a \` SPACE SHALL HAVE ; PARKING STRIPES�_::.:.... :.. ::•. r i i A MAX: SLOPE OF 4 PAINTED REFLECTIVE1:50 IN ALL mEVIEW r r u` r r r TRAFFIC YELLOW EU DIRECTIONS M r r �xr>G,t. lawC^MP� `, ' r r r 5-5t34,es 4" WIDE REFLECTIVE ; r ' ' TRAFFIC YELLOW CROSS 8 ,- 0" VAN STRIPES PAINTED ® MICR 1 12013 9 -0" 5 -0 STANDARD 8 -0 MIN. j 1'-8" O.C. Cu DEVELOPMENT 8 .1 , Es IV, . i PLAT FILER: -- LANDSCAPING NOTES 11 EMBED COLUMN DETAIL N.T.S. 8 HANDICAP STALL DETAIL N.T.S.1 4 ITEMPORARY DOWEL ON CURB DETAIL N.T.S. 1 6" STABLIZED SUB -GRADE SHALL BE'A MINIMUM OF 6% LIME BY WEIGHT & COMPACTED TO 95% STANDARD 24"_PROCTOR DENSITY ASTM 13-698 OR 9" OF SELECT FILL 1/4-R 6" 15" TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 #3 @ 18" EA. WAY LEGEND 1/4"R 5" EXISTING /Jj • STORM SEWER •� \ \�z ..� \ �' \\�\ \ Z SS SANITARY SEWER =I =I i I=III=III W WATER LINE ►� WV WATER VALVE • _ #4 BARS 0 = 3/4" X 18" SMOOTH SUBGRADE COMPACTED © BLOW OFF VALVE EXPANSION DOWELS T095%ASTM MPA -698 S� SEWER MANHOLE GENERAL NOTES: PROPOSED LANDSCAPING TABLE PHASE I ONLY �t COMMON POINTS TOTAL SYMBOL QUANTITY SIZE NAME TYPE EACH POINTS 0 62 EA 5 GAL INDIAN SHRUB 10 620 01N, h . � f HAWTHORN _ kf - s 30" (MIN.) " 4 EA MIN. 2.1 LIVE OAK CANOPY 150 6:00 CALIPER TREE 3 EA MIN. 1.25" YAUPON NON -CANOPY 40 120 a r, CALIPER TREE TOTAL POINTS 1,340 LANDSCAPE PLAN THE BARRA KS RECREATION CENTER PHASE I 6°@EACH END LEGAL D SCRIPTION- LO 1 B LOCK 28 THE BA RRACKS II PHASE 300 EM fx- EXISTING CONCRETE 1. CONCRETE x, SIR SCREENING PER PLANNEDm14 A. Five and a half (5 1/2) inch thickness for all parking areas and appurtenances. DEVELOPMENT ORDINANCE #2012-3407 r ', PROPOSED B. Refer to specifications for required cement content. ; C. 3,500 pounds per square inch compressive strength minimum 28 days stir ? ■ WM WATER METER II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS O CO CLEANOUT A. RE: Details these plans x, B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below). C. Lap Reinforcement 10" in each direction. 6' FENCE I 36" NEW CONCRETE SUPPORTS • r "-1 r ! 7 jf rx4 ' iw z, APPLICANT/D =-VELOPER/PROPERTY OWNER: HEATH PHILLIPS INVESTMENT, LLC s 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 �x LOT 1, BLOCK 28, THE BARRACKS it PHASE 300 (979)229-5906 �q RI" ' 11 11D '. S 7. �• P <a i 15 36 'GREENING Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City 6" 6" . µ.�. S approved equal. ENGINEER: III. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS NEW SIDEWALK A.' Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth G 0 0 D W I N - LAS I T E R INC. dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth ( OF pal, w ' dowels. Expansion joint spacing to be forty (40) foot maximum. Unless otherwise shown Expansion Joint A ••••....... ® P •.'.•.'�s� 0 material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. I + I/ M LIVE OAK Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in 4077 CROSS PARK DRIVE, SUITE 100 �// - rye; 1.9 Q r i 1 Deb accordance with ASTM D1752. w /� M 77002 �'�' t B. Contraction Joints shall be formed by use of approved premoided strips or saw cut in pavement and sealed o /���/ \ \ . B R i AN , TEXAS 1 JOHN h j R U S K ' with joint sealant. Premolded strips shall be a minimum of 11/2 inch in depth. Saw cuts shall be 1/4 inch in a \ ' .. width 1 1/ ;inch in depth unless show ` otj erwise. Contraction Joint spacing shall be even) spaced between /\ \ . 2gr (979)776-9700 +,o ;. • • g 7 $84 • i...� CRERE MYRTLE p p g y p / \ ex anion joints at a maximum of ten 10 feet and at centerline ofavement. \ 4,Q'® C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "ContractionMS���e�" Joint' (C.J.) or Longitudinal Construction Joint .(L.C.J.). ./\//\/ \/\//, SSS ••••r1 .. Q INDIAN HAWTHORN SHRUB IV. SUBGRADE SHEET 1 OF 2 A. subgrade to be lime stabilized by lime stabilization and compacted to 95°/D standard proctor density as EROSION CONTROL NOTE: SUBMITTAL: prescribed by ASTM D698. ACCOMPLISHED BY PLANTINGS OF LIVE OAKS,YAUPONS, AND INDIAN D W HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE,ATE: OCTOBER 17 2012 - B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already, �. '-2 �7 damp). HAWTHORNS AND 6' FENCE. I ' `� - "7-- Zy[7 t C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without i TOTAL ACREAGE: 11.49 ACRES damage to subgrade CURRENT ZONING1, PLANNED DEVELOPMENT DISTRICT (PDD) i3 LEGEND, 10 CURB/PAVEMENT DETAIL N.T.s. 7 SCREENING DETAIL N.Ts. 6 BIKE RACK DETAIL N.Ts. 3 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CO i NSTRUCTED. O Gj ipl I Ci �t 01N, h . � f kf ��%,NRt s 30" (MIN.) r "-1 r ! 7 jf rx4 ' iw z, APPLICANT/D =-VELOPER/PROPERTY OWNER: HEATH PHILLIPS INVESTMENT, LLC s 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 �x LOT 1, BLOCK 28, THE BARRACKS it PHASE 300 (979)229-5906 �q RI" ' 11 11D '. S 7. �• P <a i 15 36 'GREENING Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City 6" 6" . µ.�. S approved equal. ENGINEER: III. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS NEW SIDEWALK A.' Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth G 0 0 D W I N - LAS I T E R INC. dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth ( OF pal, w ' dowels. Expansion joint spacing to be forty (40) foot maximum. Unless otherwise shown Expansion Joint A ••••....... ® P •.'.•.'�s� 0 material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. I + I/ M LIVE OAK Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in 4077 CROSS PARK DRIVE, SUITE 100 �// - rye; 1.9 Q r i 1 Deb accordance with ASTM D1752. w /� M 77002 �'�' t B. Contraction Joints shall be formed by use of approved premoided strips or saw cut in pavement and sealed o /���/ \ \ . B R i AN , TEXAS 1 JOHN h j R U S K ' with joint sealant. Premolded strips shall be a minimum of 11/2 inch in depth. Saw cuts shall be 1/4 inch in a \ ' .. width 1 1/ ;inch in depth unless show ` otj erwise. Contraction Joint spacing shall be even) spaced between /\ \ . 2gr (979)776-9700 +,o ;. • • g 7 $84 • i...� CRERE MYRTLE p p g y p / \ ex anion joints at a maximum of ten 10 feet and at centerline ofavement. \ 4,Q'® C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "ContractionMS���e�" Joint' (C.J.) or Longitudinal Construction Joint .(L.C.J.). ./\//\/ \/\//, SSS ••••r1 .. Q INDIAN HAWTHORN SHRUB IV. SUBGRADE SHEET 1 OF 2 A. subgrade to be lime stabilized by lime stabilization and compacted to 95°/D standard proctor density as EROSION CONTROL NOTE: SUBMITTAL: prescribed by ASTM D698. ACCOMPLISHED BY PLANTINGS OF LIVE OAKS,YAUPONS, AND INDIAN D W HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE,ATE: OCTOBER 17 2012 - B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already, �. '-2 �7 damp). HAWTHORNS AND 6' FENCE. I ' `� - "7-- Zy[7 t C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without i TOTAL ACREAGE: 11.49 ACRES damage to subgrade CURRENT ZONING1, PLANNED DEVELOPMENT DISTRICT (PDD) i3 LEGEND, 10 CURB/PAVEMENT DETAIL N.T.s. 7 SCREENING DETAIL N.Ts. 6 BIKE RACK DETAIL N.Ts. 3 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CO i NSTRUCTED. O Gj ipl I Ci i 1 1. . PROJECT IDENTIFICATION: 14. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. (� o PROJECT NAME: THE BARRACKS RECREATION CENTER LOCATION: DEACON DRIVE UJJJCOLLEGE STATION, TEXAS 15. CEPLAN WILL BE DEVELOPED AN D INSTALLED BY A R FIED INSTALLER RIGATION TIO SERVICE ALL PROPOSED LANDSCAPING PRIG TO RESERVED LEGAL DESCRIPTION: THE BARRACKS II PHASE 300 COMPLETION OF SITE CONSTRUCTION. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED STANDARD "HANDICAPPED" SIGN. O 2. APPLICANT/OWNER INFORMATION: PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW "` PARKING HEATH PHILLIPS INVESTMENTS, LLC LOCATE ONE SIGN AT EACH H.C. P.O. BOX 262 DEVICE, &.INSTALLED PER CITY ORDINACE 2394. OLD WRLS RNRG PARKING SPACE (COORD. WITH io WELLBORN, TEXAS 77881 PLANS). 16. TRAFFIC IMPACT ANALYSIS NOT REQUIRED. I (979) 690-3141 17. PROJECT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREAL: 3. ENGINEER GOODW N' LAST RTINC. I HANDICAPPED VAN VAN ACCESSIBLE TEXT AT VAN 4077 CROSS PARK DRIVE, SUITE 100 Y PROJECT LOCATION SPACE ONLY. SEE PLAN. '- BRYAN. TX (979) -9-9700 77802PARKING ANALYSIS PARKING SPACES REQUIRED: 4. TOTAL SITE AREA IS 12.51 ACRES . � c I GROSS BUILDING SF: N/A f ❑®� 5. CURRENT ZONING: PDD (PLANNED DEVELOPMENT DISTRICT) w U • 1 SKIER AT A TIME zQ 6. CURRENT USE: UNDEVELOPED a CHECK IN & RENTAL 5 MINUTES &b " o e EACH ccv 1 1 /2 O.D. 07. CH RIDE 5 MINUTES GALV. STL. PIPE DENSITY OF STRUCTURE: 42.2 DWELLING UNITS PER ACRE PHASE I - •TIME BETWEEN RIDE 5 MINUTES U 35.97 SF/ACRES i e ASSUME 2 HR MAXIMUM WAIT Li e ASSUME 2.5 SKIER PER VEHICLE 8. PROPOSED USE & IMPROVEMENTS: CABLE WAKE BOARD/WATER SKI FACILITY z 1. VEHICLE _ (2.5 PERSON (15 MINUTES) = 37.5 MINUTESNEHICLE `2" O.D. GALV. VEHICLE PERSON PIPE SLEEVE 9. WATER & SANITARY SEWER DEMANDS: N/A GEBLUFF( 120 MINUTES = 3.2 = 4 VEHICLES FOR SKIERS ' co vFL � � in 10. BUILDING AREA: NIA 37.5 MINUTES LosFGRr a s CONCRETE VEHICLE O e FOOTING " 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAIN ENT �O'1 Fie 0* � ° � AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASS IATED e 2 SPACES FOR EMPLOYEES Ur�FRRO WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS ER • 1 VAN ACCESSIBLE HANICAP . NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN TTER rHUN OR FEA _ r CONCRETE . " FROM THE PROJECT SITE. SPACES REQUIRED = 6 PAVING777 12. DEMOLITION/CONSTRUCTION WASTE: SITE IS REQUIRED TO PR VIDE SPACES PROVIDED: oG� O CONTAINMENT FOR WASTE" PRIOR TO AND DURING STANDARD=12 -U ONN CR B NF( ! � DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL OFF BOXES A D/OR moi% !Ii �r METAL DUMPSTERS SHALL BE SUPPLIED BY CITY PERMITTED TOTAL= 12 INCLUDING 1 VAN ACCESSIBLE HANDICAP CONTRACTOR(S) ONLY. KEY MAP � 1 i � • 1000 13. CONTRACTOR IS TO MAINTAIN EROSION & SEDIMENT CONTROL •`/ /;'� � 'j. i; ice:':`_•' NOTES: THROUGHOUT DURATION OF THE PROJECT. ENSURE SEDIMENT IS NOT i ! , . _ r � : ; ; � , ' TRANSPORTED DOWNSTREAM FROM PROJECT VIA SILT FENCE, 6" GRAVEL FILLED WATER IMPERMEABLE BAGS OR OTHER APPROVED 1. 100% COVERAGE OF GROUNDCOVER, 3. IRRIGATION PLAN IS REQUIRED TO BE DIAMETER SEDIMENT CONTROL INSTALLATIONS. IF EXCESSIVE SEDIMENT DECORATIVE PAVING, DECORATIVE REVIEWED, APPROVED, AND INSTALLED TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL CONTROLS ROCK, OR A PERENNIAL GRASS IS PRIOR TO THE ISSUANCE OFA SHALL BE INSTALLED. REQUIRED IN PARKING LOT ISLANDS, CERTIFICATE OF OCCUPANCY. SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, 4. ALL BACKFLOW DEVICES MUST BE tom. AND ADJACENT PROPERTY DISTURBED INSTALLED AND TESTED UPON DURING CONSTRUCTION UNLESS INSTALLATION AS PER CITY OF COLLEGE OTHERWISE LANDSCAPED OR EXISTING STATION ORDINANCE 2394. PLANTS ARE PRESERVED. ALL OTHER AREAS DISTURBED DURING 5. PROVIDE A 2" LAYER OF MULCH IN ALL CONSTRUCTION ARE TO BE SODDED. SHRUB AREAS. 2. ALL LANDSCAPE MATERIALS SHALL BELsAIyD CAPEADLE REAL CT I? ASE I INSTALLED IN ACCORDANCE WITH THE O �}{EA j~jp(5�jI~ "a CURRENT PLANTING PROCEDURES �� 12, : 7 ESTABILISHED BY THE MOST RECENT :r'511110-12 EDITION OF THE AMERICAN STANDARD 7. THE TABLE ABOVE EXCLUDES THE FOR NURSERY STOCK, AS PUBLISHED BY SCREENING REQUIRED BY PLANNED THE AMERICAN ASSOCIATION OF DEVELOPMENT ORDINANCE # 2012-3407. NURSERYMEN. RE: DETAIL 6 THIS SHEET LANDSCAPING REQUIREMENTS PHASE I ONLY TOTAL SQFT OF "AREA DEVELOPED: 110'x120'=13;200 SQFT (.30 AC) LANDSCAPE POINTS REQUIRED: 30 POINTS PER 1,000 SQFT=396 POINTS FRONTAGE ON DEACON DRIVE R.O.W. = 310 L.F. FRONTAGE/32=9.69 TREES REQUIRED = 10 CANOPY TREES PROVIDED = 11 CANOPY TREES (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE SUBSTITUTED WITH TWO NON -CANOPY TREES) PROPOSED LANDSCAPING TABLE PHASE I ONLY SYMBOL 'QUANTITY DETAIL SIZE COMMON NAME TYPE POINTS EACH TOTAL 2 VAN ACCESSIBLE SIGN POINTS V/© 21 EA 5 GAL INDIAN SHRUB 10 210 HAWTHORN / KNOCK BACKFILL BEHIND CURB W/ V ® 10 EA 3 GAL OUT SHRUB 1 10 TOPSOIL ROSES 4 EA GULF 1 _#3 BAR 3 GAL SHRUB 1 4 MUHLY 3Q 3 EA 3 6.. GAL SAGE SHRUB 1 3 4 6 EA 3 GAL n Qr-/- V YUCCA SHRUB 1 6 #3 DOWELS @ 36" (U -BARS) - - COLD JOINT `AJ MIN. 2.1" LIVE OAK CANOPY 150 1,650 O z \ / %;) CALIPER - RE: CONC. PAVEMENT SECTION TREE _ 00 \ ftp., 10 EA MIN. 1.25" YAUPON NON -CANOPY 40 400 W"Z- CALIPER TREE 29644 S N/A BERMUDA SOD - - i TOTAL POINTS 2,283 DIRECTIONS � � - r � 4" WIDE REFLECTIVE 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF TRAFFIC YELLOW CROSS 8'-O" VAN FRONTAGE= STRIPES PAINTED © ((310 L.F./50)X300=1,860 POINTS 9'-O" 5'-0" STANDARD 8'-0" MIN. V-8" O.C. TOTAL LANDSCAPE POINTS REQUIRED = 2,256--_' i LANDSCAPING NOTES 8 HANDICAP -STALL DETAIL N.T.s. 4 TEMPORARY DOWEL N CURB DETAIL N.T.S. 1 6" STABLIZED SUB -GRADE SHALL BE A MINIMUM OF 6% LIME BY WEIGHT & COMPACTED TO 95% STANDARD 24" PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL 1/4"R 6" 15" HAVE P.I. BETWEEN 8-18 COMPACTED TO 95% ST S TE P LAN STANDARDD PROCTOR DENSITY ASTM D-698 LEGEND 3 1" / 4"R 5„ #/3@18"EA. WAY 1 THE BAR171ACK RECREATION CENTER 12„ a ; y`t i��, EXISTING - - - - - 2 •" --- =1--\ PHASE - - STORM SEWER ' `: ; ` `� \; `. , \� o 11 SCREENING PER PLANNED 6" p� EACH END f W LEGAL DESCRIPTION: LOT 1 BLOCK 28, THE BARRACKS II PHASE 300 SS SANITARY SEWER _-i I (T_I I I-_ _ c DEVELOPMENT ORDINANCE #2012-3407 Ru WATER LINE _III-) I I -III -1 I 1=1 11.I I I=III-I -III (I I, k s ' i u tT �f vt A. APPLICANT/DEVELOPER/PROPERTY OWNS N WV WATER VALVE e = #4 BARS , sx R. f6 = 3/4" X 18" SMOOTH 6' FENCE WITH IVY 1 '4 - C , .,,5, r .y 4 © BLOW OFF VALVE EXPANSION DOWELS SUBGRADE COMPACTED PLANTED AT BASE F , b F O SEWER MANHOLE GENERAL NOTES: To 95°�° ASTM D sss _ N x�t HEATH PHILLIPS INVESTMENT, LLC 01 f= F 512 DEACON DRIVE, EXISTING CONCRETE I. CONCRETE CO COLLEGE STATION, TEXAS 77845 A. Five and a half (51/2) inch thickness for all parking areas and appurtenances. I Y _ LOT 1 BLOCK PROPOSED B. Refer to specifications for required cement content. It, �' , 28, THE BARRACKS II PHASE C. 3,500 pounds per square inch compressive strength minimum 28 days � z �k �� � � , � � �, , 3� , r ' V E 300 ■ WM WATER METER II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS A. RE: Details these plans '}' %777 k ' O CO CLEANOUT - ti B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below). '979)229-5906 C. La Reinforcement 10" in each direction. NEW CONCRETE p a SUPPORTS o ��� 36" 15" 30" MIN. 36" / \ ( I I I ( SCREENING Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City a //�`� \� r T 16 (MIN.) 15 61 r approved equal. \� \ NEW SIDEWALK III. EXPANSION, CONTRACTION and LONGITUDINAL CONSTRUCTION JOINTS /� ENGINEER: A. Expansion Joints shall c es inch t width and full depth. Use capped or wrapped ra inch diameter smooch�\ G 0 0 D V V I 1 V - LAS I T E R INC. dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth ' dowels. Expansion joint spacing to be forty (40) foot maximum. Unless otherwise shown Expansion Joint�.�r®�®`O E"= material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. 4077 CROS PARK D ""� E a ,>, k LIVE OAK Redwood joints may be used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in RIVE, SUITE 100 . �P .•.............. p accordance with ASTM D1752. M �.: •••:• � BRYAN B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed TEXAS 77802 , l with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in NOTE: yo*: t g79 77 , ...........................:... GORE CRERE MYRTLE width 1 1/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly Spaced between 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE, (6-9700 .)o. N RUSK expansion joints at a maximum of ten (10) feet and at centerline of pavement. ACCOMPLISHED BY PLANTINGS OF LIVE -OAK-- S; YADPONSPAND INDIAN 2g.. ....:..........................1... C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction HAWTHORNS OR 6' FENCE WITH IVY PLANTED AT BASE. Pf o ;•• $ 7 $ $ 4 Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). © INDIAN HAWTHORN SHRUB IV. SUBGRADE SHEET 1 ' ,C A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as EROSION CONTROL SOON AL �N•: prescribed by ASTM D698. SUBMITTAL: %.616 B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already DATE: OCTOBER 17, 2012 damp). C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without TOTAL ACREAGE: 11.49 ACRES damage to subgrade CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT LEGEND 10 CURB/PAVEMENT DETAIL N.T.S. 7 SCREENING DETAIL N.T.S. 6 BIKE RACK cT (PDD: I i DETAIL- N.T.S. 3 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 HANDICAP SIGN DETAIL N.T.S. 5 NOTES 2 VAN ACCESSIBLE SIGN RE: DETAIL 5 THIS SHEET BACKFILL BEHIND CURB W/ SIDEWALK CURB TOPSOIL 1 _#3 BAR RE: CIVIL PLANS �. 6.. - n Qr-/- V #3 DOWELS @ 36" (U -BARS) - - COLD JOINT O z \ / %;) - RE: CONC. PAVEMENT SECTION _ 00 \ N W"Z- \� HANDICAP PARKING i PARKING STRIPES SPACE SHALL HAVE 4" AMAX. SLOPE OF PAINTED REFLECTIVE 1:50 IN ALL TRAFFIC YELLOW DIRECTIONS � � - r � 4" WIDE REFLECTIVE 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF TRAFFIC YELLOW CROSS 8'-O" VAN FRONTAGE= STRIPES PAINTED © ((310 L.F./50)X300=1,860 POINTS 9'-O" 5'-0" STANDARD 8'-0" MIN. V-8" O.C. TOTAL LANDSCAPE POINTS REQUIRED = 2,256--_' i LANDSCAPING NOTES 8 HANDICAP -STALL DETAIL N.T.s. 4 TEMPORARY DOWEL N CURB DETAIL N.T.S. 1 6" STABLIZED SUB -GRADE SHALL BE A MINIMUM OF 6% LIME BY WEIGHT & COMPACTED TO 95% STANDARD 24" PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL 1/4"R 6" 15" HAVE P.I. BETWEEN 8-18 COMPACTED TO 95% ST S TE P LAN STANDARDD PROCTOR DENSITY ASTM D-698 LEGEND 3 1" / 4"R 5„ #/3@18"EA. WAY 1 THE BAR171ACK RECREATION CENTER 12„ a ; y`t i��, EXISTING - - - - - 2 •" --- =1--\ PHASE - - STORM SEWER ' `: ; ` `� \; `. , \� o 11 SCREENING PER PLANNED 6" p� EACH END f W LEGAL DESCRIPTION: LOT 1 BLOCK 28, THE BARRACKS II PHASE 300 SS SANITARY SEWER _-i I (T_I I I-_ _ c DEVELOPMENT ORDINANCE #2012-3407 Ru WATER LINE _III-) I I -III -1 I 1=1 11.I I I=III-I -III (I I, k s ' i u tT �f vt A. APPLICANT/DEVELOPER/PROPERTY OWNS N WV WATER VALVE e = #4 BARS , sx R. f6 = 3/4" X 18" SMOOTH 6' FENCE WITH IVY 1 '4 - C , .,,5, r .y 4 © BLOW OFF VALVE EXPANSION DOWELS SUBGRADE COMPACTED PLANTED AT BASE F , b F O SEWER MANHOLE GENERAL NOTES: To 95°�° ASTM D sss _ N x�t HEATH PHILLIPS INVESTMENT, LLC 01 f= F 512 DEACON DRIVE, EXISTING CONCRETE I. CONCRETE CO COLLEGE STATION, TEXAS 77845 A. Five and a half (51/2) inch thickness for all parking areas and appurtenances. I Y _ LOT 1 BLOCK PROPOSED B. Refer to specifications for required cement content. It, �' , 28, THE BARRACKS II PHASE C. 3,500 pounds per square inch compressive strength minimum 28 days � z �k �� � � , � � �, , 3� , r ' V E 300 ■ WM WATER METER II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS A. RE: Details these plans '}' %777 k ' O CO CLEANOUT - ti B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below). '979)229-5906 C. La Reinforcement 10" in each direction. NEW CONCRETE p a SUPPORTS o ��� 36" 15" 30" MIN. 36" / \ ( I I I ( SCREENING Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City a //�`� \� r T 16 (MIN.) 15 61 r approved equal. \� \ NEW SIDEWALK III. EXPANSION, CONTRACTION and LONGITUDINAL CONSTRUCTION JOINTS /� ENGINEER: A. Expansion Joints shall c es inch t width and full depth. Use capped or wrapped ra inch diameter smooch�\ G 0 0 D V V I 1 V - LAS I T E R INC. dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth ' dowels. Expansion joint spacing to be forty (40) foot maximum. Unless otherwise shown Expansion Joint�.�r®�®`O E"= material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. 4077 CROS PARK D ""� E a ,>, k LIVE OAK Redwood joints may be used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in RIVE, SUITE 100 . �P .•.............. p accordance with ASTM D1752. M �.: •••:• � BRYAN B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed TEXAS 77802 , l with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in NOTE: yo*: t g79 77 , ...........................:... GORE CRERE MYRTLE width 1 1/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly Spaced between 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE, (6-9700 .)o. N RUSK expansion joints at a maximum of ten (10) feet and at centerline of pavement. ACCOMPLISHED BY PLANTINGS OF LIVE -OAK-- S; YADPONSPAND INDIAN 2g.. ....:..........................1... C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction HAWTHORNS OR 6' FENCE WITH IVY PLANTED AT BASE. Pf o ;•• $ 7 $ $ 4 Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). © INDIAN HAWTHORN SHRUB IV. SUBGRADE SHEET 1 ' ,C A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as EROSION CONTROL SOON AL �N•: prescribed by ASTM D698. SUBMITTAL: %.616 B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already DATE: OCTOBER 17, 2012 damp). C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without TOTAL ACREAGE: 11.49 ACRES damage to subgrade CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT LEGEND 10 CURB/PAVEMENT DETAIL N.T.S. 7 SCREENING DETAIL N.T.S. 6 BIKE RACK cT (PDD: I i DETAIL- N.T.S. 3 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 JOHN WHEELER BARGER, TRUSTEE FOR THE MOBEL M. BARGER, TRUST SCRL'_:ENING PER PLANNED E DEVLOPMENT ORDINANCE 2012-3407 CALLED 29.175 ACRES SEE DETAIL 5 SdEET 1 OF 2 VOL. 7583, PG. 90 Fa +`< �S °.Tr'"d27"�.�"'•s: ��lt �� �s'�"`j, �" � € *>��y�ra ,s, a .�, .� :m'��� �•"":.,. _-_.-._.----aoo- � _____ __- _ L��"-..,sem-- --��- (ZONED -- --. -e ----�.��-- -- -- -- -- NED A O) 20' PUBLIC UTILITY EASEMENT r I I Illllliiilliiil � ��I'�� � II I / L � II IIII1111111 II Ilf; y II i� � /\ � / ( C, I II��III I I I I I I I I 11' j 111 1111 11 ( / L W� 1111111 I I i 1 I I I I 11' I I I II11 IjiiIIl\!j � \� y '� i I ,�i --- - ¢ o--I-Z IIIIIIII1111111 I1�1111111 IfIIIIN� '� j� � \ / � ( = Z w.tll IIII1111111 I1 1111111 LI 1111(11 � I � � w `` I I 1 I I I I I I I 1 1 1 1 1 I I I I I I II I 1' 1111 11 1 1 LIMITS OF PHASE 1 I \ l I 1 ►-o;°0. a II1�11111111111 1111111111 �I1111� -g o w 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I1111 �• I l --Iz>aw. IIIlilll III it III 111 I I ��� oo�;w 1111 i 1 I i I �I VIII I i i I' I wm�0 L� 111 III V I I I 111 11 11 I �I I VIII I I/ I I e -'J I r \11 z u o o D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i' 1 1 1 I� '11 I I I I• i �' \� I I ' i w- z(-. II1'IiIIiI1IIII I 'iI i I �\ y z L o -- _¢ n -' Z -' 1 a SKI POND t i l I �1� I 1) I i I i LOT 1 BLOCK 28 y I w uS �o = III 11 I I i I I I III II I I . \ � C6 z U RETENTION POND 1111 I I I \ I I '� z 1 I I ' Q ���o ti. n- III ' 1 1 1 1 1 1 I I ) ' i I I I I it II 11 1 1 1 i( EROSION CONTROL �\ PRIVATE DRAINAGE EASEMENT Q � ' 1111 I I I I i 1 1 11' 1 lill�l ill 1' I• I ( ( w m a I II II III III �� f I 1 I 11 v, c� w w 11' 1 I I I I I I I I I I I >; I. i i I I \ \ \ I w°°> z. IIIIIIII�111� III IIII III (i� \ ("i Z�°o o ) III ' I I1 1 . ` l - V I I (PRIVATE DRAINAGE I i I I I I iI II 1 (1'1 1 f I( (� Q 1 (\ l \. Ia o w EASEMENT 11 I i I I 1 I it 1 jl I s i i 1 11 I V� y N i 10 _j Z III 11 III 1 1) i( I• I I I RE: ENLARGED SITE PLAN I J x Q II I I i i I 11� I i 1 i I I I I I 1 I I I I I i' I I 1 1► i I I I1 I�1 J (� -�-_ DETAIL 4 THIS SHEET ' I CL _" a- a- ! . a 11I�iIIiIiIIIiI t1�Illl �I 1 111(1) i I �\ I \ - 0 Q a I---------1 11 IIIIIIIIIII II iii ill�l \ I y ( Ire = o __--- I11'IIIIIII1111 I1'111� ili 111111 1.°' i I I Hi� ' w.L 1- -- --� � � ( I � � ` I w II 'I1IIiii1j11I IIrt Ian tj111 t I \ N II i I I I� I UN/1/ I -- I,ililliilllll�I1 1I1iIIih it 1 111 1 � > \ ' \ � � \ I 111111iIII'ulI II�IIIII Illli�ll -- -- 1 FIIIII1II�iI I1' Iiil 111 0111 1 \\ i1IIiIII1IIII1 1ii�1III� `i hI prISy / 5' PUBLIC UTILITY EASEMENT \ II. � a•x - '-' ,zv `$ rs rx,av aw i - sm � �► / min.. ,r• ,sx,zx-Q - -1' � _ I I I II II I I 1 .n.`• II I -= ---------------------------------- ---------------- --- - -- - - iG/ ( ELECTIRCALSERVICE 2X2 1 / r --tom iii -----------=------- ---Int----------- CONTROL BOX ( ) J - - -- - _ _ ■ - _ I II r \ j `> - I L, �,_,_ ' ; w_ • _ I I HEATH PHILLIPS INVESTMENTS, LLC _ ' _ i - nr n r - _ - - /. CALLED 108.88 ACRES I II { DEACON DRIVE -� � � � I ♦ 1 •.--m. _ VOL. 9627, PG. 73 1 if 1- �� �' 1 �� , " r " �..''•`. �� _ G _ _ (ZONED PDD PLANNED DEVELOPMENT DISTRICT) ) ' „ - _� II" ----____ -- -------------------------� r---- -J --------------------- ------------------------------ -- - --- -------v--------"' - --.'�M--�"�'- --- - - - - - - - - - - - - --- ----------- .� :.z:, .aa•• __ __ __ _ ., as I 1 _ 1 P LIC UTILITY - - - - _ -..� - 5 UB _ 1 EASEMENT �_ -- T -3-02-.-4-41 WV o j 5' CURB CUT P 301.94 4 :. , � 1 �/ / �- __.. � ;; .:.: =---�„ 1 - - - _ - - - - - - \ y EXISTING FIRE HYDRANT- _ i \ / 1 TEMPORARY DOWEL I 1 / / \ 1 ON CURB- 33_ LF T 303.06 1 / ( �' �✓ { / a 1 TEMPORARY DOWEL % 1 P 302.56 1 / 1 ITCURB CUT ON CURB -40 LF I ` I 1 i / � \ 1 25 9' T 302.49 1 T 302.84 P 301.99 1 1 P 302.34 MATCH I 1 1 7 302.61 EXISTING 1 P.302.11 r. X ysF�. ..i 1' a s 1 T 302.86 1 3,..J.t t4 f : M1i rt r' tt P.I . TEMPORARY DOWEL I t' r�' `r \ ? ' tom. P 302.36 i ON CURB- 64 LF ,a?� - r ' , s s a l �3 r �il� 100 ' s MATCH N 1 EXISTING o / 1 303 1 _ 'x -4r �^ YRN-� i -,4+. f'RtxF, :. 3. Sar ■ i i i Sz s a Fr 1 g 4 r 1 # a fF l i 304- T 303 20 ? h� _ o t Zr�R £ f. T 302.86 O I 1 - . q _� r P 302.70 s ' F s ; = P 302 36 . I / ;. R. ' SITE PLAN - PHASE I 1�=50'-0� 1 604 +�w � �h � �-�,� � � �.� t -- is rT yK r -r. - i E"` �Sz`, t"^'' 3 i� 3F Sx x Yj 8: tai O 305 t P 302 88 �a I' mr k O / - 0 p, O o T303.75 1 1 tL <s 4 3 P 303.25 I 1 P 303 00 n `x t k {y o I ' ITE PLAN 1 BIKE RACK 3 r 0 1 x i ( 1 NOTE: MAX CURB HEIGHT LESS THAN 2'. .��, �,�. t f �' gar ' �-A;�� s� sr y � THE BARRACKS RECREATION CENTER 1 xza� O rn ch - .-� M d � 304 � 0 1 J o 303 I 1 ~ --- T 304.06 305 / TRASH CAN 1 P 303.56 1 . PHASE I 305- TOP OF WALL (SLOPED 13Q% �51 � G303.5U 1 W/ENBANKMENT) LEGAL DESCRIPTION. LOT( 1, BLOCK 28, THE BARRACKS II PHAS 300 304 : f f ` J��\ ( 1 w Z :.:..: c jy T ACCESS 303 = 8 _ F GATE RTU APPLICANT/DEVELOPER/PROPERTY OWNER: ;. t TW 303.27 `, J`5 0 3` j 5.0% MPx S�oPE � P 302.21 �,° HEATH PHILLIPS INVESTMENT, LLC 302.60 2 NY 1 , P 301.06 LEAR SIDEWALK ELECTRICAL ( � #3 BARS @ 18" EACH WAY 512 DEA i W/ CURB �� {s SERVICE (2X2) -� CON DRIVE, COLLEGE STATION, TEXAS 77845 LOT 1, BLOCK 28, THE BARRACKS 11 PHASE 300 TW 302.00 1 o A SECTION 2 1 P 299.91 N 1 TW 301.50 (979)229-5906 P 299.38 -U i TW 300.30 1 w P 298.30 '': 3 303.50 A 1 1 ENGINEER: 1 TW 299.00 N 1 P 297.15 'ago 1 �\ o , 2"SCH40PVC 1 GOODWIN-LASITER, INC. TW 298.00 ELECTRICAL 1 1 P 297.09 CONDUIT TO 1 CONTROL BOX ,* 4077 CROSS PARK DRIVE, SUITE 100 - �� ..... xq`e, ow t P 296.59 RAMP 6.. 6" CURB WIDTH i TOP OF WOODEN 1 \�/%�, BRYAN, TEXAS 77802,: i ............................ t � db. 1 DECK 296.50 `'` I j ��\// �. :...� i NORMAL W.S. 1 `�,�,� (979)776-9700t JOHNRUSK .....ELEV.= 295.00 ::.`" .0 1... .................. 1 3'SIDEWALK 't1 •• 87884r + ( 2-#3 BARS ON HEIGHTS 1' OR 11,0E ,/CEAfyE,.G�� a. N HEIGHT OF CURB ADJUSTED GREATER EVENLY SPACED (TYP) SHEET 2 OF 2 s 1 I 1 W/ SLOPE OF EMBANKMENT s/oNAL a 1 TOWER ANCHOR 1 MAX HEIGHT 2' SECTION 1 SUBMITTAL: _ #3 BARS @ 18" EACH WAY ... _ CABLE TOWER ' DATE: OCTOBER 17, 2012 ------� . ���� �- -�- -�1 \ '11.49 ACRES _ _ _ TOTAL ACREAGE: CURRENT ZONING: LANNED DEVELOPMENT DISTRICT (PDD) ENLARGED SITE PLAN 1�=20'-0" 4 NOT USED 3 SIDEWALK SECTIONS N.T.S. Z TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 .. ., 1. PROJECT IDENTIFICATION: 14. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. l /� - PROJECT NAME: THE BARRACKS RECREATION CtNTER I LOCATION: DEACON DRIVE 15.. AN IRRIGATION SYSTEM PLAN WILL BE DEVELOPED AND INSTALLED B A COLLEGE STATION, TEXAS CERTIFIED INSTALLER TO SERVICE ALL PROPOSED LANDSCAPING PRI DR TO ULUELEGAL DESCRIPTION: THE BARRACKS 11 PHASE 300 COMPLETION OF SITE CONSTRUCTION. IRRIGATION SYSTEM WILL BE ° w PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED RESERVED aq - 2. APPLICANT/OWNER INFORMATION: PRESSURE PRINCIPLE BACK FLOW DEVICE, ORA DOUBLE-CHECK BAC FLOW Ix PARKING HEATH PHILLIPS INVESTMENTS, LLC DEVICE, &INSTALLED PER CITY ORDINACE 2394. F ffl-STANDARD HANDICAPPED SIGN. P.O. Box 262 LOCATE ONE SIGN AT EACH . H.C. WELLBORN, TEXAS 77881 16, TRAFFIC IMPACT ANALYSIS NOT REQUIRED. PARKING SPACE (COORD. WITH co (979)690-3141 PLANS). 17. PROJECT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AF EA. 3. ENGINEER INFORMATION: GOODWIN-LASITER, INC. w "HANDICAPPED" VAN VAN 4077 CROSS PARK DRIVE, SUITE 100 ACCESSIBLE BRYAN, TX 77802 TEXT AT VAN PARKING ANALYSIS Y SPACE ONLY. SEE PLAN. (979) 776-9700 PARKING SPACES REQUIRED: v PROJECT LOCATION 4. TOTAL SITE AREA IS 12.51 ACRES GROSS BUILDING SF: N/A ° 5. CURRENT ZONING: PDD (PLANNED DEVELOPMENT DISTRICT) • 1 SKIER AT A TIME U.1 e CHECK IN & RENTAL 5 2 r ® Ulllllllllll D Q 6. CURRENT USE: UNDEVELOPED •EACH RIDE MINUTES MINUTES MM ❑ O / „ ELLING UNITS PER ACRE PHASE I - 7. DENSITY OF STRUCTURE: 42.2 DW•ASSUME 2 HR MAXIMUM WAIT • TIME BETWEEN RIDE 5 MINUTES 1 1 2 O.D. I� GALV. STL. PIPE -J 35.97 SF/ACRES U • ASSUME 2.5 SKIER PER VEHICLE °�a li _ 8. PROPOSED USE & IMPROVEMENTS: CABLE WAKE BOARD/W, ER SKI INN FACILITY 1 VEHICLE _ (2.5 PERSON (15 MINUTES) = 37.5 MINUTESNEHICLE Z VEHICLE PERSON 2" O.D. GALV. 9. WATER & SANITARY SEWER DEMANDS: N/A PIPE SLEEVE o 120. MINUTES = 3.2 = 4 VEHICLES FOR SKIERS 10. BUILDING AREA: N/A 37.5 MINUTES BLUFF e CONCRETE VEHICLE °GE B 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CON INMENT 2 SPACES FOR EMPLOYEES FOOTING AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE SSOCIATED CO • 1 VAN ACCESSIBLE HANICAP vv� LOS�'� 2 J WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL M NS o o NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLO N LITTER SPAGES.REQUIRED = 6 FROM THE PROJECT SITE. CONCRRRO o � •..'Y..• • 9 - ER NCR FEti ER RUN PAVING�E 12. DEMOLITION/CONSTRUCTION WASTE: SITE IS REQUIRED T PROVIDE SPACES PROVIDED: I / r. ; / -STANDARD=12 \ CONTAINMENT FOR WASTE PRIOR TO AND DURING OI DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL OFF BO SAND/OR TOTAL= 12 INCLUDING 1 VAN ACCESSIBLE HANDICAP a S / •. ' r METAL DUMPSTERS SHALL BE SUPPLIED BY CITY PERMITT CONTRACTOR(S)ONLY. 9 1�_1000� / 13. CONTRACTOR IS TO MAINTAIN EROSION & SEDIMENT CON IROL KEY MAP ,' / %• �/ r / / THROUGHOUT DURATION OF THE PROJECT. ENSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA SILT FE 4CE, 6 GRAVEL; FILLED WATER IMPERMEABLE BAGS OR OTHER APPROVED NOTES: DIAMETER SEDIMENT CONTROL INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL CONTROLS SHALL BE INSTALLED. 1. 100% COVERAGE OF GROUNDCOVER, 3. IRRIGATION PLAN IS REQUIRED TO BE DECORATIVE PAVING, DECORATIVE REVIEWED, APPROVED, AND INSTALLED ROCK, OR A PERENNIAL GRASS IS PRIOR TO THE ISSUANCE OF A REQUIRED IN PARKING LOT ISLANDS, CERTIFICATE OF OCCUPANCY. NTs 5 2 N DE TAIL N OTES PROPOSED LANDSCAPING TABLE PHASE I ONLY SWALES AND DRAINAGE AREAS, THE COMMON PARKING LOT SETBACK, RIGHTS-OF-WAY, 4. ALL BACKFLOW DEVICES MUST BE SYMBOL QUANTITY SIZE AND ADJACENT PROPERTY DISTURBED INSTALLED AND TESTED UPON EACH POINTS 0 DURING CONSTRUCTION UNLESS INSTALLATION AS PER CITY OF COLLEGE INDIAN SHRUB 10 OTHERWISE LANDSCAPED OR EXISTING STATION ORDINANCE 2394. CURB 1 HAWTHORN PLANTS ARE PRESERVED. ALL OTHER 10 10 EA AREAS DISTURBED DURING 5. PROVIDE A.2" LAYER OF MULCH IN ALL SHRUB 1 10 CONSTRUCTION ARE TO BE SODDED. SHRUB AREAS. ROSES SIDEWALK 2. ALL LANDSCAPE MATERIALS SHALL BEDSG LlCTj?l-IASI�, z !Eu fil�11=LE 'El�1 GTIOi� 20 4 EA 3 GAL INSTALLED IN ACCORDANCE WITH THE 0�� k F4' 1 4 PLANS CURRENT PLANTING PROCEDURESI{.' w MUHLY 6„ ESTABILISHED BY THE MOST RECENT 03 3 EA 3 GAL SAGE EDITION OF THE AMERICAN STANDARD 7. THE TABLE ABOVE EXCLUDES THE 3 ® 6 EA FOR NURSERY STOCK, AS PUBLISHED BY SCREENING REQUIRED BY PLANNED SHRUB 1 6 THE AMERICAN ASSOCIATION OF DEVELOPMENT ORDINANCE # 2012-3407. NURSERYMEN. RE: DETAIL 6 THIS SHEET LANDSCAPING REQUIREMENTS PHASE I ONLY TOTAL SQFT OF AREA DEVELOPED: 110'x120'=13,200 SQFT (.30 AC) LANDSCAPE POINTS REQUIRED: MIN. 2.1" LIVE OAK 30 POINTS PER 1,000 SQFT=396 POINTS 150 1,650 FRONTAGE ON DEACON DRIVE R.O.W. = 310 L.F. CALIPER FRONTAGE/32=9.69 TREES TREE REQUIRED = 10 CANOPY TREES PROVIDED = 11 CANOPY TREES - p (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE PROPOSED LANDSCAPING TABLE PHASE I ONLY ... COMMON POINTS TOTAL SYMBOL QUANTITY SIZE NAME TYPE EACH POINTS 0 21 EA 5 GAL INDIAN SHRUB 10 210 j BACKFILL BEHIND CURB 1 HAWTHORN 10 10 EA 3 GAL KNOCK OUT SHRUB 1 10 ROSES SIDEWALK 20 4 EA 3 GAL GULF SHRUB 1 4 PLANS MUHLY 6„ 03 3 EA 3 GAL SAGE SHRUB 1 3 ® 6 EA 3 GAL YUCCA SHRUB 1 6 11 EA MIN. 2.1" LIVE OAK CANOPY' 150 1,650 Y a� CALIPER TREE - p �h 10 EA MIN. 1.25" YAUPON NON -CANOPY 40 400 i j��• CALIPER TREE Aft �. 29644 SF1 N/A BERMUDA SOD - - TOTAL POINTS 2,283 HANDICAP SIG - ... VAN ACCESSIBLE SIGN j RE: DETAIL 5 THIS SHEET j BACKFILL BEHIND CURB 1 CURB ; TOPSC L SIDEWALK 1-#3 BAR RE: CIVIL PLANS 6„ a #3 DOWELS @ 36" (U -BARS) ^ COLD JOINT. - p RE: CONC. PAVEMENT SECTION ZCo i j��• Aft �. W Q J HANDICAP PARKING,7777777 7.. SPACE SHALL HAVE \' \ PARKING STRIPES - J AMAX. SLOPE OF 4" PAINTED REFLECTIVE 1:50 IN ALL TRAFFIC YELLOW DIRECTIONS i ' SUBSTITUTED WITH TWO NON -CANOPY TREES) 4" WIDE REFLECTIVE TRAFFIC YELLOW CROSS 8'-0" VAN 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF 9STRIPES' PAINTED @ ' '-0 5 -O" STANDARD 8'-0" MIN. FRONTAGE= ((310 L.F./50)X300=1,860 POINTS 1-$" O.C. TOTAL LANDSCAPE POINTS REQUIRED 2.256 LANDSCAPING NOTES 8 HANDICAP STALL DETAIL N. 4 TEMPORARY DOWE ON CURB DETAIL N.T.Q. 6" ESUB-GRADE SHALL BE A MINIMUM OF 6% DSCAPE PLAN LIMEE BY BY WEIGHT 8a COMPACTED TO 95% STANDARD L 24" PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL TO HAVE A P.I. BETWEEN B-18 COMPACTED TO 95% 1/4-R 6" 15" STANDARD PROCTOR DENSITY ASTM D-698 THE BARBA KS RECREATION CENTER N D #3 @ 18" EA. WAY LEGE 1 ti �� . �� 1" ,/4"R 5" PHASE I 3 �+ N EXISTING 0 ° -:>, ,� :2'.- , R _ = EACH END LEGAL DESCRIPTION: L T 1, BLOCK 28, THE BARRACKS II PHASE 300 - �' \�; ..�\ • %"�\ : \� j���\� ` Z SCREENING PER PLANNED @ - - - STORM SEWER \:. / / 4r: t - _ \ 4/;. i F_• /� �I{ j'�- , / r % !� , . DEVELOPMENT ORDINANCE#2012-3407411 11 SS SANITARY SEWER =-=III=III -i I I-_� I I-III=I =III III, , r `J R LINE 11= APPLICANT/DEVELOPER/PROPERTY OWNER: W WATER H HEATH PHILLIPS INVESTMENT LLC N 18 WV WATER VALVE • _ #4 BARS s' FENCE WITH IVY: Fi = 3/4" X 18" SMOOTH SUBGRADE COMPACTED PLANTED AT BASE I'Ms45'� i1 © BLOW OFF VALVE EXPANSION DOWELS TO 95% ASTM D-698 (V_4 ` ' S SEWER MANHOLE GENERAL NOTES: " #'r " 3 k"`4 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 OE i e#5 s �- i r 6 't EXISTING CONCRETE 7. CONCRETE § , �e f r xz 5,},r LOT 1, BLOCK 28, THE BARRACKS 11 PHASE 300 A. Five and a half (51/2) inch thickness for all parking areas and appurtenances. fi j �' ' F` B. Refer to specifications for required cement content. PROPOSED (] C. 3,500 pounds per square -inch compressive strength minimum 28 days Z " (979)229-5906 ■ WM WATER METER A. RE: Details these plans SUPPORTS REINFORCING BARS \\// \ p 11. REINFORCING STEEL AND O CO CLEANOUT B. Support Reinforcement at 36 _ k Y i~ s t ...,'� _._ i inch centers each way on three (3) inch bar chairs. (See Note Below). a \ ( 36" ( 15" ( 30" (MW.} I 15" I 36" C. Lap Reinforcement 10" in each direction. \/ NEW CONCRETE 6" 61 SUPPORTS a ENGINEER. Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City /\ SCREENING approved equal. f� �GOODWIN-LASITER, INC. III. EXPANSION CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTSXI �_�••+00 NEW SIDEWALK A. Expansion Joints shall be 314 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth 4077 CROSS PARK DRIVE, SUITE 100 �E pF TOS® c� •,. dowels. Expansion joint spacing to be forty (40) foot maximum. Unless otherwise shown Expansion Joint �� • •.•••.••+•�� material to be asphalt Impregnated fiber joints in accordance with ASTM 0994 or ASTM 01751, respectively. RYAN T EXAS 77802 I . 1.9" in �.. LIVE OAK Redwood joints may be used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in sg a r accordance with ASTM 01752. £ -a B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed (979)776-9700 . O H N R U S K with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in NOTE: -_, ; width 1112 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly spaced between 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE, ..•.`••• *1 1 _." CRERE MYRTLE ACCOMPLISHED BY PLANTINGS OF LIVE OAKS, YAUPONS, AND INDIAN ••••• 8%8$��i .'Q•� expansion joints at a maximum of ten (10) feet and at centerline of pavement. -` "u C. Jointing may also be req uired at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction HAWTHORNS OR 6' FENCE WITH IVY PLANTED AT BASE. , •'C " SHEET 1 OF 2 �,%%. Joint" (C.J.) or "Longitudinal Construction Joint (L.C.J.). S/OVALN4 u B SUBMITTAL. � ```°��®""' HAWTHO R N SHR Q INDIAN IV. SUBGRADEEROSION CONTROL A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as T 8:-.---6 prescribed by ASTM D698 ' ub rade is ahead DATE: E: T B 17, 2012 B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when s g Y damp). TOTAL ACREAGE: 11.49 ACRES C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done withoutO CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) damage to subgrade GEND 10 CURB/PAVEMENT DETAIL N.T.S. 7 SCREENING DETAIL N.T.s. 6 BIKE RACK DETAIL N.T.S. 3 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 LE I SCREENING PER PLANNED JOHN WHEELER BARGER, TRUSTEE FOR THE MOBEL M. BARGER, TRUST DEVELOPMENT ORDINANCE 2012-3407 SEE DETAIL 5 SHEET 1 OF 2 CALLED 29.175 ACRES VOL. 7583, PG. 90 (ZONED A-0) _ SOP-_- �9 �-• -- -_ _- _- _�- �- : b. i .w. �. . _. ufi. �'. _ "�j %^ --_ -193 - - - --_- _ � .e) - � -��- �•-� - - � - - 20' PUBLIC UTILITY EASEMENT \ will\\N\ - - - - ( % / • \\ Al -- -- IIjIIIIIlI11111 IIII�I� I�11lllll '° // ` � 11 IIIIIII 11 III II 'INI o a I 11��111IIIjIII, IIIjIII I 111l11� II IIIIII I I III I I� 1 / •,-I-- -- - w �' --� I I I I I I I ' I I I' 1 III II II ,IIIII I � 1 � I I � i ,; I I = z w I1, III 1 1 1 1 11,, III I I l l f (III If I` \ °- w I.' 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O I I - z z I' I1�1 I I I; 1 \ , w � Q o I- ( 11 IIIIIlil11� II ,1111 I I I w ON 11( PRIVATE DRAINAGE I I I I I II I I I 1 1 I• \ \ o> -- -- III EASEMENT o o Iljllllllj;ljlj ;II'IIII;d; 1;";11 ;� I I �, I ;_� 1 ; l RE: ENLARGED SITE PLAN I U J J o ! z L 11 11 1 1 1 1 1 1 I I I I I II I I I I< III I I I DETAIL 4 THIS SHEET I = I > g IL !> °- 11 I I I I III \a I- o ° , I` I Irl s W ----- \ \ II,�IIIIII,I11,1 1II�,ILI IIIII I I \ 1\ I O -- II IIIIII III 1 p, I I 11 I 11 I l 1111 I, III 11 l �� ,I I 111 I O�r - t „" ►' t ► \, , I \ ( � I; / / �; , T I iii ii iii I �- I I `\ oe0000000000e00000004 (� I / / i 1 I \ I I I II 11 I coc �". $ rn '"-'r„ '§• rw ry--,rr ,m - �.� - - ��-.L -_ '- -..-.-a'°-=s�� ��. =� - -IHS-I I -- -5' PUBLIC UTILITY EASEMENT -_-_-__'^,T�' 3 y'-�4�,9.Fr' •a -B:,'«- :'•r ;-;c,.;,,^-cy,;•.e_;r:•'- V:..; -,..r._. r<. ..-� .,Tr :r. trx ry--'�•' 1{.r�l--���-- -- I..,, . .,o--•>=:: s,-% 4'.k-.:L,:c:.`..: v,r'`:."z - •.i.` t.t:, '.:f: ..y.: .:.y,_ -_. .- / i"xo"-" I ( I- II II I '�-..�� - ��- �. - �.� - - :t. '.'ir _ .v...:,a*,;[ �.s `rti ""'t;y,"i':i_^:" :� 's'p'y:•;s% : C-c,`.�`.^' `-�- - _ _ _ _ _ I I I II 11 I . t ,'.::-.:.: t. .`'"� • • � � � - - - - -- - - - - ISI ..� \ ...- .r.\S. "-'`s;. - - - - - - - -.-' - --oy - - - - - - - - - - - - -- - _ _ _ _ _ _ CONTROL BOX ELECTIRCALSERVICE(2X2) I -rlilt - `h-------- -------------- -------- ------ a--------------------- -�� •--•- =' HEATH PHILLIPS INVESTMENTS, LLC - - - - - I it I o ...`•: - -- - ----- DEACON DRIVE �� > J > I I ( `' ' = Q' _ CALLED 108.88 ACRES = - - - flims ° r- - -- VOL. 9627, PG. 73- r---- ------------------- ------ -- r _ �� - I) �� :`,< ��� [�--_(ZONED PDD PLANNED DEVELOPMENT DISTRICT)-----------.- 15'PUBLICUTILITY \ Ov - - _ _ - J j tt :� o __ 'in - �� 11 r't d `Y 3z 1 EASEMENT �- WV _ :r.•, :: _ / T302.44 --3G4 3B3/. /-__--_-__- __--_- ------ ' TEMPORARY DOWEL 5' CURB CUT P 301.94 ' j ' / f��--�-- -- - -- -- - - - - - - - - ®- - - - - - _ It ON CURB-' LF T 303.06 EXISTING FIRE HYDRANT I 11 \ - P 302.56 ITEMPORARY DOWEL I , // I i / J f� t I I /"f x 3' B C CURUT ION CURB- 40 LF ' T 302.84 25 9' it T 302.49 1 mP 301.99 1 1 P302.34+- ?rs I MATCH 1 1 T 302.61" t I EXISTING 1 P302.11 tt.N.dyMag d .+ „„•"�u. ',,1' 1 k Ex rx i L i `r s' 1 TEMPORARY DOWEL s e r \ �$ s Y{ T 302.86 1 x, u a Da x� t P 302.36 1 ON CURB- 64 LFMIT,MATCH 1 'f yrs •x Y�, tf`S _'P s. u ;-x't'ti •Y; S '�' x`r u .�i x / 1 . . 1 ,......•�•"'�' � `" �� � `.�`� ` ���� _ � `�.'` .�'" �, "� ,1; %�� 3'z � , � � ; `� Y EXISTING 303 tLsleg ss I / 1 s# 6[ hr xK t� ik id 4 , ;+e1t.. t a < - - f t s jla f:rt- s ..v _ _..�.. / 304-�t��r T 303.20 rr'L� s T 302 86 4 SO4 n' P 302 70 $ ^F 3 {£� s 1 SITE PLAN - PHASE 305 , s 0 'fiQ" a'c•% _ .s s k. 0O -0 3 fi,.is f I 1 1 306 t7� 3 3 5 cx? z k rC 4 r� Is Y I 5 =50'-O" -O ■ } 1 P 303.25 I i 1 1,1 BIKE Sj O RACK -3 O Mm . �k� 1 II I LAND CAPE a...�._ . �y ._.:. TRA�_ S$.H::. CA..N ....-a' .. E_,�... `.,- OO "' I c � .. -• ( L PLAN NOTE: MAX CURB HEIGHT LESS THAN 2'.ce) O304 303 04.06 305 � THE BARRACKS RECREATION C ENTER P 303.56 1 1 3 4 ' I G 303.50 1 TOP OF WALL (SLOPED PHASE I 4:01 i 304 I 1 W! ENBANKMENT) LEGAL DESCRIPTION: LOT 1, BLOCK 28, THE BARRACKS II PHASE 300 L T ACCESS 303 SST 59i9 7 ` `� I- GATE i ! j 1 _ ♦ � I� �1 Q io v I F TW 303.27a 1 P 302.21 0% MAX SLOP APPLICANT/DEVELOPER/PROPERTY OWNER: E TW 302.60 302 f •: �`�� N 1 _ 5. r NL� 1 _ HEATH PHILLIPS INVESTMENT, LLC - T CLEAR SIDEWALK JELECTRICAL #3 BARS @ 18" EACH WAY 512 I-- W/ CURB �� 4 SERVICE (2X2) / W DEACON DRIVE, COLLEGE STATION, TEXAS 77845 P299.91 / A THE BARRACKS II PHASE 300 - - I 1 LOT 1, BLOCK SECTION 28, N TW 301.50 1 979 I- -- -- \ P 299.38 �- ' - - � ( )22 5906 TW 300.30 I W 1 P 298.30 G 303.50 Q TW 299.00' ; P 297.15 00 ENGINEER: 2" SCH 40 PVC , 1 \\\ \ \ TW 298.00 ELECTRICAL 1 GOO D W I N -LAS I TE R, INC. - \ P 297.09 . CONDUIT TO 1 P 296.59 RAMP ` CONTROL BOX I ; d 1 1 6°� 6"CURB WIDTH 4077 CROSS PARK DRIVE, SUITE 100 1 [DECK OP OF WOODEN .� illlll 1 \� 296.50 " , 1 \�\//�\ ELEV.= NORMAL 9500 �� o �BRYAN, TEXAS 77802 0 ('979)776 9700 1 :• + I T SIDEWALK : itr /` N HEIGHT OF CURB ADJUSTED 2- #3 BARS ON HEIGHTS VOR i a e JOHN RUSK..,...,r / TOWER ANCHOR GREATER EVENLY SPACED TYP SHEET 2 OF 2 , 87884 1 1 W/ SLOPE OF EMBANKMENT ( ) •••: •• SECTION 1 SUBMITTAL: Qi�Q•. MAX HEIGHT 2' #3 BARS @ 18" EACH WAY (,� •• �' Q ; �Gi /CABLE TOWER GE11SE G�.. DAT .-, : OCTOBER 17, 2012 �`;ro�;;ai �N� --- JI TOTAL ACREAGE: 11.49 ACRES ENLARGED SITE PLAN lit =20'-O" 4 NOT USED CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) '"ZD/� 3 SIDEWALK SECTIONS N.Ts. 2 TOTAL MULTI FAMILY BUILDING S/UNITS TO BE CONSTRUCTED. 0 t KEY MAP NOTES: 1. 100% COVERAGE OF GROUNDCOVER, 3. IRRIGATION PLAN IS REQUIRED TO BE DECORATIVE PAVING, DECORATIVE REVIEWED, APPROVED, AND INSTALLED ROCK, ORA PERENNIAL GRASS IS PRIOR TO THE ISSUANCE OF A REQUIRED IN PARKING LOT ISLANDS, CERTIFICATE OF OCCUPANCY. SWALES AND DRAINAGE AREAS, THE BOLTS (SIDE VIEW PARKING LOT SETBACK, RIGHTS-OF-WAY, 4. ALL BACKFLOW DEVICES MUST BE AND ADJACENT PROPERTY DISTURBED INSTALLED AND TESTED UPON DURING CONSTRUCTION UNLESS INSTALLATION AS PER CITY OF COLLEGE OTHERWISE LANDSCAPED OR EXISTING STATION ORDINANCE 2394. PLANTS ARE PRESERVED. ALL OTHER ❑FLANGE MOUNT AREAS DISTURBED DURING 5. PROVIDE A 2" LAYER OF MULCH IN ALL CONSTRUCTION ARE TO BE SODDED. SHRUB AREAS. 2. ALL LANDSCAPE MATERIALS SHALL BE 5ISCA-PFAI3EtELE T J?H/1SE 1 r INSTALLED IN ACCORDANCE WITH THE C3�H ETAt , CURRENT PLANTING PROCEDURES 0`��q _RM `% _ u F rkY dY l ESTABILISHED BY THE MOST RECENT``` EDITION OF THE AMERICAN STANDARD 7. THE TABLE ABOVE EXCLUDES THE FOR NURSERY STOCK, AS PUBLISHED BY SCREENING REQUIRED BY PLANNED THE AMERICAN ASSOCIATION OF DEVELOPMENT ORDINANCE # 2012-3407. NURSERYMEN. I RE: DETAIL 4 THIS SHEET LANDSCAPING REQUIREMENTS PHASE I ONLY TOTAL SQFT OF AREA DEVELOPED: 110'x120'=.13,200 SQFT (.30 AC) LANDSCAPE POINTS REQUIRED: 30 POINTS PER 1,000 SQFT=396 POINTS FRONTAGE ON DEACON DRIVE R.O.W. = 310 L.F. FRONTAGE/32=9.69 TREES REQUIRED = 10 CANOPY TREES PROVIDED = 11 CANOPY TREES (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE SUBSTITUTED WITH TWO NON -CANOPY TREES) 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF FRONTAGE= ((310 L.F./50)X300=1,860 POINTS TOTAL LANDSCAPE POINTS REQUIRED = 2.256 LANDSCAPING NOTES LEGEND EXISTING STORM SEWER SANITARY SEWER WATER LINE WV WATER -VALVE @ BLOW OFF VALVE Q SEWER MANHOLE EXISTING CONCRETE PROPOSED ■ WM WATER METER O CO CLEANOUT f NEW CONCRETE SCREENING 0 NEW SIDEWALK LIVE OAK CRERE MYRTLE O INDIAN HAWTHORN SHRUB EC EROSION CONTROL 0`10 9=1 W0101 6" STABLIZED SUB -GRADE SHALL BE A MINIMUM OF 6% 11 LIME BY WEIGHT & COMPACTED TO 95% STANDARD 24 PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL 1/4-R 6" 15" TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 #3 @ 11T EA. WAY 1"114"R-75" 23 fm '• • • •. N N In �?,_ -•-�-.=:=T--•7•-- , ,/777` � .'7i\ o 4\� '; i/:,/i: %, ;;moi/.�/:/;,:/. /•. i 'x w • _ #4 BARS 0 = 3/4" X 18" SMOOTH SUBGRADE COMPACTED EXPANSION DOWELS T09 5% D-698 GENERAL NOTES: I. CONCRETE A. Five and a half (51/2) inch thickness for all parking areas and appurtenances. B. Refer to specifications for required cement content. C. 3,500 pounds per square inch.compressive strength minimum 28 days 11. REINFORCING STEEL AND SUPPORTS REINFORCING BARS A. RE: Details these plans B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below). C. Lap Reinforcement 10" in each direction. SUPPORTS Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City approved equal. III. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS A. Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth dowels. Expansion joint spacing to be forty (40) foot maximum. Unless otherwise shown Expansion Joint material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in accordance with ASTM D1752. B. Contraction Joints shall be formed by use of approved premoided strips or saw cut in pavement and sealed with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in width 1 1/2 inch in Contraction de th unless shown otherwise. p Joint spacing shall be evenly spaced between expansion joints at a maximum of ten (10) feet and at centerline of pavement. C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). IV. SUBGRADE A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already damp). C. Dry out soggy subgrade before placing Concrete unless wetting is uniform and placing can be done without damage to subgrade 9 CURB/PAVEMENT I DETAIL N.T.S. 6 1. PROJECT IE ENTIFICATION: 9.. WATER &SANITARY SEWER DEMANDS PROJECT AME: THE'BARRACKS RECREATION CENTER `i WATER - 375 GPD -(AVG) LOCATION DEACON DRIVE 1500 GPD (PEAK) COLLEGE STATION, TEXAS • SEWER- 375 GPD (AVG) v LEGAL DE CRIPTION ;THE BARRACKS 11 PHASE 300 1500 GPD (PEAK) . / 2. APPLICANT/ WNER INFORMATION: i 10. BUILDING AREA; F� HEATH PH LLIPS INVESTMENTS, LLC RETAIL = 320 SQFT y < P.O. BOX 2 62 TOTAL GROS SQFT .320 SQFTs,._x. WELLBORN, TEXAS 77881: .. (979) 690-3141 F roNTlio BE RESPONSIBLE FOR THE CONTAINMENT AND "PROPER. DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS 3. ENGINEER I FORMATION: PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT GOODWIN�LASITER, INC. THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 4077 CRO S PARK DRIVE, SUITE 100 BRYAN, T 77802 12. DEMOLITION/CONSTRUCTION WASTE: SITE IS REQUIRED TO PROVIDE (979) 776-9700 CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND/OR METAL 4. TOTAL SITE AREA IS 12:51 ACRES DUMPSTERS SHALL BE SUPPLIED BY CITY PERMITTED CONTRACTOR(S) ONLY. 5. CURRENT ZONING: PDD (PLANNED DEVELOPMENT DISTRICT) 13. ALL PROPOSED EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE 6. CURRENT ISE: UNDEVELOPED LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING. NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES SHALL BE 7. DENSITY OF STRUCTURE: 42.2 DWELLING UNITS PER ACRE PHASE I - MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT 35.97 SF/ACRES 'CROSS ANY PROPERTY LINE. 8. PROPOSED USE & IMPROVEMENTS: BUILDING WILL BE USED FOR RETAIL RENITAL OF WATER SKI EQUIPMENT, TO BE USED ON POND W/ PULLEY SYSTEM. NOTES i 14. CONTRACTOR IS TO MAINTAIN EROSION & SEDIMENT CONTROL THROUGHOUT DURATION OF THE PROJECT. ENSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA SILT FENCE, GRAVEL FILLED WATER IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT CONTROL INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL CONTROLS SHALL BE INSTALLED. 15. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. 16. AN IRRIGATION SYSTEM PLAN WILL BE DEVELOPED AND INSTALLED BY A CERTIFIED INSTALLER TO SERVICE ALL PROPOSED LANDSCAPING PRIOR TO COMPLETION OF SITE CONSTRUCTION. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK F LOW DEVICE, & INSTALLED PER CITY ORDINACE 2394. 17. TRAFFIC IMPACT ANALYSIS NOT REQUIRED. 18. PROJECT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA., PERPENDICULARTO WALL MOUNTING „ 2 X 4 WOOD SPACER .:, BETWEEN BOTTOM --,U U OR RACK AND CONCRETE 112" X 4" ANCHOR BOLTS (SIDE VIEW PARALLEL 23" OF FLANGE) rowALL o F MOUNTING TOP VIEW OUTLINEOF e. I LE 1�=•�� CORE HOLE ❑IN GROUND MOUNT ❑FLANGE MOUNT NOTE: NOTES: 6' HIGH SCREENING, MEASURED VERTICALLY V FROM PROPERTY LINE, 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. REFER TO DRAWING NUMBER 096-001 TO 096-004 FOR RACK TYPE OPTIONS. ACCOMPLISHED BY 6' PVC OR ALUMINUM FENCE WITH IVY PLANTED AT ; 3. CONTRACTORS NOTEFOR PRODUCT AND COMPANY INFORMATIONVISIT www.CADdetaus.camfinfo BASE.` m REFERENCE NUMBER098-005 SCREENING DETAIL N.T.801 5 BIKE RACK DETAIL PERPENDICULAR TO WALL MOUNTING 2' ABOVE GROUND PARALLEL I1 23" TO WALL MOUNTING N.T.S. 1 3 PARKING ANALYSIS PARKING SPACES REQUIRED: GROSS BUILDING SF: 320 SF • 1 SKIER AT A TIME • CHECK IN & RENTAL 5 MINUTES • EACH RIDE 5 MINUTES • TIME BETWEEN RIDE 5 MINUTES • ASSUME 2 HR MAXIMUM WAIT • ASSUME 2.5 SKIER PER VEHICLE 1 VEHICLE = (2.5 PERSON (15 MINUTES) = 37.5 MINUTESNEHICLE VEHICLE PERSON 120 MINUTES = 3.2 = 3 VEHICLES FOR SKIERS 37.5 MINUTES VEHICLE • 2 SPACES FOR EMPLOYEES SPACES REQUIRED = 6 SPACES PROVIDED: STANDARD=13 TOTAL= 13 BACKFILL BEHIND CURB W/ TOPSOIL 1 - #3 BAR 6" p 2E i Z 00 " ZO� #3 DOWELS @ 36 (U -BARS) RE: CONC. PAVEMENT SECTION CL 1 EMS 11to M PHASE LEGAL DESCRIPTION.: LOT 1, BLOCK 28, THE BARRACKS II PHA E 300 APPLICANT/DEVELOPER/PROPERTY OWNER: HEATH PHILLIPS INVESTMENT, LLC 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 LOT 1, BLOCK 28, THE BARRACKS 11 PHASE 300 (979)229-5906 t ENGINEER: *� it ; i GOODWI- ............:.... ...*.d � N LASITER, INC. JOHN Rusk 4077 CROSS PARK DRIVE, SUITE 100 #.4. 87884 RYAN TEXAS 77802 (979)776-9700 SHEET 1 OF 2 /1,2^/6-^ 2- SUBMITTAL: DATE: OCTOBER 17, 2012 TOTAL ACREAGE: 11.49 ACRESi CURRENT ZONIN: PLANNED DEVELOPMENT DISTRICT (PDD) TOTAL MULTI FA MI i Y BUILDINGS/UNITS TO BE CONSTRUCTED: 0 ��� o_ w Q� = z a t- O `,a mO a>a> LU Im W oo - W g�IZ _ z ¢�>:5 IL m � a m UJ w � z I 4 ss ss 30.5 'n SITE -PLAN —PHASE I ���''n'jt • �r�za'�` ,a SKI POND (RETENTION POND) PRIVATE DRAINAGE EASEMENT L 2-W JOHN WHEELER BARGER, TRUSTEE FOR THE MOBEL M. BARGER, TRUST SCREENING PER PLANNED CALLED 29.175 ACRES PMENT ORDINANCE 2012-3407 VOL. 7583, PG. 90 SEE DETAIL T 1 OF 2 (ZONED A-0) • "Ki �� i r ' .. _-2ss— { — 298 20' PUBLIC UTILITY EASEMENT 297 ST- . V/ 1 III � III I III ILII III � I I I�IIII � III ILII o � LIMITS OF PHASE 1 II VIII ILII � I IIID III I III � 1 e LOT III 1, BLOCK 28 II II III � - EROSION CONTROL PRIVATE DRAINAGE EASEMENT TT II II II � VIII � III 1111 RE: ENLARGED SITE PLAN DETAIL 2 THIS SHEET I I I11 III III � III III III' �-I- , 1111 m ii it i� N III III � ME�� III ren ✓.shix4 .F ,,r. \ �VIIVIIVI�VI I 10w III IL II I � IIiIIIIi - �/- .. 00000000000000000000 }r' 5' PUBLIC UTILITY EASEMENT no / II — _ 303 302 - ✓ "W 1 W --- 'W 12"W Ulu - - 0 ?302>• A - CONTROL BOX ELECTIRCAL SERVICE (2X2)N� ' ' . �'' 1 _ HEATH PHILLIPS INVESTMENTS, LLC N �� CALLED 108.88 ACRES I III z —■ _�— VOL. 9627, PG. 73 ----' DRIVE__ ---- -- — __ AGON Fl (ZONED PDD PLANNED DEVELOPMENT DISTRICT) C ° ss — -- ---------—o-- s ss ss ss :a : i .. g0 303 EXISTING FIRE HYDRANT --- _________.-___ ,- ITE PLAN -1 z V w J z W M U p t- ¢ w >ORtw , Z I- p N T U I aQ°J'w � Luz m I a a=v�a. � in o w a w Z 0 TEMPORA15'CURB CU DOWELTHE1, LTJ �I ,J — -r 1 =40'-O" 1 T 302.44 302 15' PUBLIC UTILITY P 301.94 o I PHASE EASEMENT + TEMPORARYooWEL LEGAL DESCRIPTION: LOT 1, BLOCK 28, THE BARRACKS II PHASE 300 ON CURB- 33 LF /'^` I T 303.20 3' CURB CUT P 302.70 3oa 2 '9' T 302.49 T30284 P3o2ss i P301.99 I APPLICANT/DEVELOPER/PROPERTY OWNER: P 302.34 T 302.61 r . s } T 302.86 MATCH \ P 302.11 6 EXISTING x P 302.3 TEMPORARY DOWEL 1°n Xn�r MATCH I HEATH PHILLIPS INVESTMENT, LLC a r M ON CURB- 64 LF > ,t ' s x �xf N sok R S t �,s EXISTING / 'ii ` i 512 DEACON DRIVE, COLLEGE STATION, TEXAS. 77845 Sol x3�c37 §..N rc. t X " �' f iY i �' '�a-�r .`�. '' > �,r£ P11 �x fi� `s i�,, {5a `;S� ,s.� 4z�k - `§,. �c$��' : -.-° S S LOT 1 BLOCK28! THE BARRACKS 11 PHASE 300 t 9 304" ! 04 m O 3059, T30330� ss (979)229-5906 - sv �� -- - _ r""_ . f $v � P 302 80 t 306 a f`ate T303.95 °oe P30345 o ENGINEER: �MR;.��_.•. «> x z :.�.� �� o � m _ o GOODWIN—LASITER INC. 305 TRASH CAN M 30 4077 CROSS PARK DRIVE, SUITE 100 T 304.06 3oa G 303.50 I ', P 303.56 I- --�_� VAC ESS I BRYAN, TEXAS 77802 i GATE I ...... ...... (979)776-9700 ..... J JOHN N RI.. SK....� d 303 .....,...8 ,.87$$4 ELECTRICAL poi ti I SHEET 2 OF 2 sERVICE(2X2) a SUBMITTAL. 2" SCT 40 PVC ELECTRICAL DATE: OCTOBER 17, 2012 f— —297 O DUIT O \ G 303.50 W s ' - CONTROL BOX q I TOTAL ACREAGE: 11.49 ACRES am - - - _ - - - - - - - - - CURRENT ZONII �G: PLANNED DEVELOPMENT DISTRICT (PDD) ' 1i SNI ORC�F=n glTF PI AN 1"=R(1'-(�fl i TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 1. PROJECT IDENTIFICATION: 9. WATER & SANITARY SEWER DEMANDS:. 14. CONTRACTOR IS TO MAINTAIN EROSION & SEDIMENT CONTROL THROUGHOUT PROJECT AME: THE BARRACKS RECREATION CENTER • WATER - 375 GPD (AVG) DURATION OF THE PROJECT. ENSURE SEDIMENT IS NOT TRANSPORTED PARKING ANALYSIS LOCATION DEACON DRIVE 1500 GPD (PEAK) DOWNSTREAM FROM PROJECT VIA SILT FENCE, GRAVEL FILLED WATER PARKING SPACES REQUIRED: 3 COLLEGE STATION, TEXAS • SEWER- 375 GPD (AVG) IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT CONTROL N°" w LEGAL DE CRIPTION.ITHE BARRACKS II PHASE 300 1500 GPD (PEAK) . INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE GROSS BUILDING SF: 320 SF f FIELD, ADDITIONAL CONTROLS SHALL BE INSTALLED. Ia 2. APPLICANT/OWNER INFORMATION: 10. BUILDING AREA: • 1 SKIER AT A TIME HEATH PH LLIPS INVESTMENTS, LLC RETAIL = 320 SQFT 15. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. • CHECK IN & RENTAL 5 MINUTES P.O. BOX 262 TOTAL GROSS SQFT = 320 SQFT • EACH RIDE 5 MINUTES WELLBORN, TEXAS 77881 16. AN IRRIGATION SYSTEM PLAN WILL BE DEVELOPED AND INSTALLED BY A •TIME BETWEEN RIDE 5 MINUTES [141111(979)690- 141 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND CERTIFIED INSTALLER TO SERVICE ALL PROPOSED LANDSCAPING PRIOR TO •ASSUME 2 HR MAXIMUM WAIT -WRLD WR _RD PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS COMPLETION OF SITE CONSTRUCTION. IRRIGATION SYSTEM WILL BE • ASSUME 2.5 SKIER PER VEHICLE H f=3. ENGINEER I FORMATION: PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED GOODWIN� LASITER, INC. THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW 1 VEHICLE _ (2.5 PERSON (15 MINUTES) = 37.5 MINUTESNEHICLE ai w 4077 CROSS PARK DRIVE, SUITE 100 DEVICE, & INSTALLED PER CITY ORDINACE 2394. VEHICLE PERSON BRYAN, T 77802 12. DEMOLITION/CONSTRUCTION WASTE: SITE IS REQUIRED TO PROVIDE p p a (979) 776-9700 CONTAINMENT FOR WASTE PRIOR TO AND DURING 17. TRAFFIC IMPACT ANALYSIS NOT REQUIRED. 120 MINUTES = 3.2 = 3 VEHICLES FOR SKIERS p a DEMOLITIONICONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND/OR METAL 37.5 MINUTES PROJECT LOCATION 4. TOTAL SITE AREA IS 12:51 ACRES DUMPSTERS SHALL BE SUPPLIED BY CITY PERMITTED CONTRACTOR(S) ONLY. 18. PROJECT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. VEHICLE 5. CURRENT ZONING: PDD (PLANNED DEVELOPMENT DISTRICT) 13. ALL PROPOSED EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE • 2 SPACES FOR EMPLOYEES Qp Ull101ll1piLLJ STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE 6. CURRENT USE: UNDEVELOPED LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING. NO FIXTURE SPACES REQUIRED 6 0 SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES SHALL BE 7. DENSITY OF STRUCTURE: 42.2 DWELLING UNITS PER ACRE PHASE I - MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT SPACES PROVIDED: 35.97 SF/ACRES CROSS ANY PROPERTY LINE. STANDARD=13 8. PROPOSEDUSE& IMPROVEMENTS: BUILDING WILL BE USED FOR TOTAL= 13 PRETAIL RENULLEY SZ NOTES OF WATER SKI EQUIPMENT, TO BE USED ON POND W/ TEM. i OGEaLUFP1 NOTES 2 CO PL LOS PORTALSL - - °^FS 041( o THER UN CR FEq RUN - i NSLU ON CR 8Nf KEY MAP 111=1000, 8 NOTES: 1. 100% COVERAGE OF GROUNDCOVER, 3. IRRIGATION PLAN IS REQUIRED TO BE DECORATIVE PAVING, DECORATIVE REVIEWED, APPROVED, AND INSTALLED /--� ROCK, OR A PERENNIAL GRASS IS PRIOR TO THE ISSUANCE OFA s�"����� �/��� ✓ �,�. -� REQUIRED IN PARKING LOT ISLANDS, CERTIFICATE OF OCCUPANCY. SWALES AND DRAINAGE AREAS, THE BACKFILL- BEHIND PARKING LOT SETBACK, RIGHTS-OF-WAY, 4. ALL BACKFLOW DEVICES MUST BE AND ADJACENT PROPERTY DISTURBED INSTALLED AND TESTED UPON DURING CONSTRUCTION UNLESS INSTALLATION AS PER CITY OF COLLEGE OTHERWISE LANDSCAPED OR EXISTING STATION ORDINANCE 2394. PLANTS ARE PRESERVED. ALL OTHER AREAS DISTURBED DURING 5. PROVIDE A 2" LAYER OF MULCH IN ALL CONSTRUCTION ARE TO BE SODDED. SHRUB AREAS. 2. ALL LANDSCAPE MATERIALS SHALL BE 5EfIAz8!* EF ECTr}?F{AS) in� ` INSTALLED IN ACCORDANCE WITH THE17 CURRENT PLANTING PROCEDURES ESTABILISHED BY THE MOST RECENT NON EDITION OF THEAMERICAN STANDARD 7. THE TABLE ABOVE EXCLUDES THE FOR NURSERY STOCK, AS PUBLISHED BY SCREENING REQUIRED BY PLANNED THE AMERICAN ASSOCIATION OF DEVELOPMENT ORDINANCE # 2012-3407. NURSERYMEN. I RE: DETAIL 4 THIS SHEET LANDSCAPING REQUIREMENTS PHASE I ONLY TOTAL SQFT OF AREA DEVELOPED: 110'x120'=.1,3,200 SQFT.30 AC ( ) LANDSCAPE POINTS REQUIRED: 30 POINTS PER 1,000 SQFT=396 POINTS FRONTAGE ON DEACON DRIVE R.O.W. = 310 L.F. FRONTAGE/32=9.69 TREES REQUIRED = 10 CANOPY TREES PROVIDED = 11 CANOPY TREES (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE 1 PROPOSED LANDSCAPING TABLE PHASE I ONLY COMMON POINTS TOTAL SYMBOL QUANTITY SIZE NAME TYPE EACH POINTS 0 21 EA 5 GAL INDIAN SHRUB 10 210 HAWTHORN 1 O z BO #3 DOWELS @ 3611 (U -BARS) KNOCK C0 10 EA 3 GAL OUT SHRUB 1 10 ROSES 20 4 EA 3 GAL GULF SHRUB 1 4 MUHLY ® 3 EA 3 GAL SAGE SHRUB 1 3 Q 6 EA 3 GAL YUCCA SHRUB 1 6 11 EA MIN. 2.1" LIVE OAK CANOPY 150 1,650 -5' ri• CALIPER TREE 10 EA MIN. 1.25" YAUPON NON -CANOPY 40 400 r . CALIPER TREE 29644 S N/A BERMUDA SOD - - TOTAL POINTS 2,283 1 CURB W/ TOPSOIL 1 - #3 BAR X 6�r �oeti j 1 O75 - z BO #3 DOWELS @ 3611 (U -BARS) C0 RE: CONC. PAVEMENT SECTION W Z \ W -SUBSTITUTED WITH TWO NON -CANOPY TREES) 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF FRONTAGE= ((310 L.F./50)X300=1,860 POINTS I TOTAL LANDSCAPE POINTS REQUIRED = 2.256 LANDSCAPING NOTES 7 NOT USED N.T.S. 4 TEMPORARY DOWEL ON CURB DETAIL N.T.S. 1 6" STABLIZED SUB -GRADE SHALL BEA MINIMUM OF 6% LIME BY WEIGHT & COMPACTED TO 95% STANDARD SITE. PLAN 24" PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL 1/4-R 6" 15" TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% L STANDARD PROCTOR DENSITY ASTM D-696 LEGEND 3",.' ," 1/4"R 5" #3@18"EA.WAY THE BARrXIA KS RECREATION CENTER EXISTING ` = ,0:. N PHASE I u�. 5 7, `n r 'u STORM SEWER ;: •/\�� \ '� 4 ,,, ,; ; ,` W LEGAL DESCRIPTION.: LOT 1, BLOCK 28, THE BARRACKS II PHAS 300 SANITARY SEWER-_T--I�I- I I I -III -I i I -I i 1-1 I I=III ,-1 i I I III I I,, PERPENDICULARTO WALL MOUNTING WALL MOUNTING GTO . W WV WATER VALVE • _ #4 -SARs 6' FENCE WITH IVY AP P L I CANT/D EVELOPER/PROPERTY OWNER. Al= 3/4" X 18" SMOOTH PLANTED AT BASE HEATH PHILLIPS INVESTMENT, LLC @ BLOW OFF VALVE EXPANSION DOWELS SUBGRADE COMPACTED te, TO 95%ASTM D-698 18' SSEWER MANHOLE GENERAL NOTES: 2x4WOODSPACER m EXISTING CONCRETE ,.CONCRETE z OR PACK / �° �N° 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 A. Five and a half specifications Inch thickness for all parking areas and appurtenances. R LOT 1 BLOCK 28 THE BARRACKS I I PHASE 300 PROPOSED B. Refer to specifications for required cement content. / u2'x4"ANCHOR C. 3,500 pounds per square inch.compressive strength minimum 28 days W �j/ PARALLEL z3" BOLTS (SIDEOF VIEWPARALLEL z3' ■ WM WATER METER II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS c \' TOWALL TO WALL A. RE: Details these plans \ \ o MOUNTING MOUNTING (979)229-5906 O CO CLEANOUT B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below). ° \\ TOP VIEW C. La Reinforcement 10" in each direction. �� OUTLINE OFA®�`�®e�. NEW CONCRETE P `.\ s' CORE �E......O f SUPPORTS �/ i/ ,gyp , .•, qs'0 Mats to be supported by chairs as.manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City \` `o 1 SCREENING approved equal. - �/ \ ❑INGROUNDMOUNT ❑FLANGEMOUNT - ENGINEER. III. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS /// /// / G rr . R.... * � NEW SIDEWALK A. Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth /\ \/\ i\\\'`\ •� \\ OODWIN-LASITER, INC. JOHN dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth �\ .�\�\,\\�\/\ dowels. Expansion joint spacing to be forty 40 foot maximum. Unless otherwise shown Expansion Joint `���• / /1 077 CR OSS PARK DRIVE, SUITE 100 �.••'•".•...•• • .............. ••• `•, e b P 1 P� 9 rtY( ) P `'F i � •o•'•, S7HH4 � material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively.i.+tido ' LIVE OAK Redwood joints maybe used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in I'�' C E N S ' 4W �� t F ' Gly accordance with ASTM D1752. BRYAN TEXAS 77802 B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed with joint sealant. premolded strips shall be a minimum of 11/2 inch in depth. Saw cuts shall be 114 inch in NOTE: 1. INSTALLATION 770-9700 1 1/2 inch in depth unlhown othiCion Joild b' ' IALLATION TO BE COMPLETED INACCORDANCEWITHMANUFACTURERSSPECIFICATIONS.width ess serwse. ontractnt spacing shall be eveny spaceetween 6HIGH SCREENING, MEASURED VERTICALLY 6FROM PROPERTY LNE, 1z . NST(979) ., CRERE MYRTLE REFER TO DRAWING NUMBER 096 -001 To 096 -004 FOR RACK TYPE OPTIONS. Lim expansion joints at a maximum often (10) feet and at centerline of pavement. ACCOMPLISHED BY 6' PVC OR ALUMINUM FENCE WITH IVY PLANTED AT 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION ASrrwww.CADdataus.comlinto G C. Jointing may also be required at locations shown on the drawing as "Expansion Jointn "Contraction Contraction BASE. REFERENCE NUMBER 096-085 + 0 INDIAN HAWTHORN SHRUB Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). SHEET 1 OF 2 A. SUBGRADE SUBMITTAL: EC EROSION CONTROL A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as I prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already ( DATE: OCTOBER 17, 2012 damp). � C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without TOTAL ACREAGE: 11.49 ACRES damages°Subgrade T CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) LEGEND 9 CURB/PAVEMENT DETAIL N.T.S. 6 SCREENING DETAIL N.T.S. 5 BIKE RACK DETAIL N.T.S. 3 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0� -1 f SITE, PLAN -PHASE NOT USED SKI POND (RETENTION POND) PRIVATE DRAINAGE EASEMENT JOHN WHEELER BARGER, TRUSTEE FOR THE MOBEL M. BARGER, TRUST. SCREENING PER PLANNED CALLED 29.175 ACRES DEVELOPMENT ORDINANCE 2012-3407 VOL. 7583; PG. 90 SEE DETAIL 5 SHEET 1 OF 2 (ZONED A -O) -29 29�-29 �g8 20' PUBLIC UTILITY EASEMENT h, 299oa. — B .III I IIIA � II ILII VIII III .III 1111111 � � III LIMITS OF PHASE 1 III IIII . III I III LOT 1, BLOCK 28 Z III IIII m�Lu (III ( EROSION CONTROL PRIVATE DRAINAGE EASEMENT 1 II I II Ilil RE: ENLARGED SITE PLAN ' DETAIL 2 THIS SHEET a III ' II 1111 0 I I ' III 11 ILLI �__ IIII' III I M s ,i I nnnn s4bII II 5 PUBLIC UTILITY EASEMENT , - S 12„W 12..W 1 „w 999 - 302 'w 1° 12"W ..+. .. ... .. .._ :: :: ... - ...: :iS: -�}`::^::',�-:ri :.: •.-+`.J-�. ','-nom - - t + z' i cam--"--- CONTROLBOXI ELECTIRCAL SERVICE (2X2) N`� HEATH PHILLIPS INVESTMENTS, LLC ' I CALLED 108.88 ACRES e � [�-- AC / VOL. 9627, PG. 73 \ -� --U4- / { : ;. �.: (ZONED PDD PLANNED DEVELOPMENT DISTRICT) czz O SS SS -� i "f3m'i sl ".✓ ^3 01 EXISTING FIRE HYDRANT 1v=407-0 1 �--- —--------.---- -T-. ---- T \ 5' CURB CUT . O S SITE PLAN I TEMPORARY DOWEL ® , THE BARRACKS RECREATION C ON CURB- 40 LF o L T 302.44 , 302 15"PUBLIC TM ' o P 301.94 PHASE I EASEMENT TEMPORARYDOWEL Viz. i i LEGAL DESCRIPTION: LOT 1, BLOCK 28, THE BARRACKS II PHASE 300 I ON CURB 33 LF V T 303.20 ( \ 3' CURB CUT P 302.70 302 " 2 ' T 302.86 T 302.49 T302.84 P302.36' . P301.99 APPLICANT/DEVELOPER/PROPERTY OWNER P 302.34 T 302.61 ° T 302.$6 MATCH \ P 302.11 Aa z t P 302.36 EXISTING TEMPORARY DOWEL 4 ,, , "'ref a`qT ” MATCH HEATH PHILLIPS INVESTMENT LLC I ON CURB- 64 LF 3? z - S t t ai .:a �.e s EXISTING ht Fir X 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 303 Fs"" i �iF�£ r S S Yi' LOT 1 BLOCK 28 THE BARRACKS II PHASE 300 ti Fj z , - 304---. � $3.e,. =,�kn� ,. �, �y . � S�` � � �; x;-.. � �� "�z`�� O - i i - t`_z"st fr ...3ry 303 O ` ' T3 +� °o 305�rx o z P 302 81) F O (79)229-5906 9 T 303.95 f °p y� f t cP 303.45 o BIKE RACK ENGINEER: fflw U '- P 303.56 304 5'AC ACCESS ---- o GATE W o z a — z a ro.-o Lu w a>aw > ----. 2" SCH 40 PVC ELECTRICAL 3 6 W 00 ao -� t= W co W U ENLARGED Q JO zz m - Y >:5 IL °' o a Q0 m a: w a W SITE, PLAN -PHASE NOT USED SKI POND (RETENTION POND) PRIVATE DRAINAGE EASEMENT JOHN WHEELER BARGER, TRUSTEE FOR THE MOBEL M. BARGER, TRUST. SCREENING PER PLANNED CALLED 29.175 ACRES DEVELOPMENT ORDINANCE 2012-3407 VOL. 7583; PG. 90 SEE DETAIL 5 SHEET 1 OF 2 (ZONED A -O) -29 29�-29 �g8 20' PUBLIC UTILITY EASEMENT h, 299oa. — B .III I IIIA � II ILII VIII III .III 1111111 � � III LIMITS OF PHASE 1 III IIII . III I III LOT 1, BLOCK 28 Z III IIII m�Lu (III ( EROSION CONTROL PRIVATE DRAINAGE EASEMENT 1 II I II Ilil RE: ENLARGED SITE PLAN ' DETAIL 2 THIS SHEET a III ' II 1111 0 I I ' III 11 ILLI �__ IIII' III I M s ,i I nnnn s4bII II 5 PUBLIC UTILITY EASEMENT , - S 12„W 12..W 1 „w 999 - 302 'w 1° 12"W ..+. .. ... .. .._ :: :: ... - ...: :iS: -�}`::^::',�-:ri :.: •.-+`.J-�. ','-nom - - t + z' i cam--"--- CONTROLBOXI ELECTIRCAL SERVICE (2X2) N`� HEATH PHILLIPS INVESTMENTS, LLC ' I CALLED 108.88 ACRES e � [�-- AC / VOL. 9627, PG. 73 \ -� --U4- / { : ;. �.: (ZONED PDD PLANNED DEVELOPMENT DISTRICT) czz O SS SS -� i "f3m'i sl ".✓ ^3 01 EXISTING FIRE HYDRANT 1v=407-0 1 �--- —--------.---- -T-. ---- T \ 5' CURB CUT . O S SITE PLAN I TEMPORARY DOWEL ® , THE BARRACKS RECREATION C ON CURB- 40 LF o L T 302.44 , 302 15"PUBLIC TM ' o P 301.94 PHASE I EASEMENT TEMPORARYDOWEL Viz. i i LEGAL DESCRIPTION: LOT 1, BLOCK 28, THE BARRACKS II PHASE 300 I ON CURB 33 LF V T 303.20 ( \ 3' CURB CUT P 302.70 302 " 2 ' T 302.86 T 302.49 T302.84 P302.36' . P301.99 APPLICANT/DEVELOPER/PROPERTY OWNER P 302.34 T 302.61 ° T 302.$6 MATCH \ P 302.11 Aa z t P 302.36 EXISTING TEMPORARY DOWEL 4 ,, , "'ref a`qT ” MATCH HEATH PHILLIPS INVESTMENT LLC I ON CURB- 64 LF 3? z - S t t ai .:a �.e s EXISTING ht Fir X 512 DEACON DRIVE, COLLEGE STATION, TEXAS 77845 303 Fs"" i �iF�£ r S S Yi' LOT 1 BLOCK 28 THE BARRACKS II PHASE 300 ti Fj z , - 304---. � $3.e,. =,�kn� ,. �, �y . � S�` � � �; x;-.. � �� "�z`�� O - i i - t`_z"st fr ...3ry 303 O ` ' T3 +� °o 305�rx o z P 302 81) F O (79)229-5906 9 T 303.95 f °p y� f t cP 303.45 o BIKE RACK ENGINEER: fflw M o M GOODWIN—LASITER, INC. I 4077 CROSS PARK DRIVE SUITE 100 �o«®�® G 303.50 I F r i BRYAN, TEXAS 77802 > p" Nv)(979)776-9700* :.... ..... ONY ' ................JOHN FZu�jSx w , �+ o• 87884 SHEET 2 OF 2 �o�F �OfNS�': A SUBMITTAL: �QSs;o DATE: OCTOBER 17, 2012 G 303.50 A - e — TOTAL ACREAGE: 11.49 ACRES la -IF --r z CURRENT ZONIN : PLANNED DEVELOPMENT DISTRICT (PDD) 1 =30 O Z TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 ' 305 TRASH CAN T 304.06 '- P 303.56 304 5'AC ACCESS ---- j GATE 3 -----------+� of ELECTRICAL SERVICE (2X2) °°�- ----. 2" SCH 40 PVC ELECTRICAL CONDUIT TO CONTROLBOX L 3 ENLARGED SITE PLAN. M o M GOODWIN—LASITER, INC. I 4077 CROSS PARK DRIVE SUITE 100 �o«®�® G 303.50 I F r i BRYAN, TEXAS 77802 > p" Nv)(979)776-9700* :.... ..... ONY ' ................JOHN FZu�jSx w , �+ o• 87884 SHEET 2 OF 2 �o�F �OfNS�': A SUBMITTAL: �QSs;o DATE: OCTOBER 17, 2012 G 303.50 A - e — TOTAL ACREAGE: 11.49 ACRES la -IF --r z CURRENT ZONIN : PLANNED DEVELOPMENT DISTRICT (PDD) 1 =30 O Z TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 i 1. PROJECT IDENTIFICATION: 9. WATER & SAN!<ARY SEWeDIEM&NDS: 14. CONTRACTOR IS TO MAINTAIN EROSION & SEDIMENT CONTROL THROUGHOUT PROJECT NAME: THE:BARRACKS RECREATION CENTER • WATr 17 PD(AVG) DURATION OF THE PROJECT. ENSURE SEDIMENT IS NOT TRANSPORTED / • PARKING ANALYSIS �-�"•" � .� � LOCATION: DEACON DRIVE Q G (PEAK) DOWNSTREAM FROM PROJECT VIA SILT FENCE, GRAVEL FILLED WATER s � 3 s COLLEGE STATION, TEXAS * PARKING SPACES REQUIRED: �• B SEWER= 75 G -(kVG) IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT CONTROL t LEGAL DESCRIPTION:THEBARRACKS 11 PHASE 300 1500 GPD (PEAK) INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE GROSS BUILDING SF: 320 SF FIELD, ADDITIONAL CONTROLS SHALL BE INSTALLED. 2. APPLICANTlOWNERlNFORMATION: 10. ILDING • 1 SKIER AT A TIME o HEATH PHILLIPS INVESTMENTS, LCC R IL- 20 SQFT 15. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. •CHECK IN &RENTAL 5 MINUTES c P.O: BOX 262 TOT = 320 SQFT WELLBORN, TEXAS 77881 • EACH RIDE 5 MINUTES16. AN IRRIGATION SYSTEM PLAN WILL BE DEVELOPED AND INSTALLED BY A •TIME BETWEEN RIDE 5 MINUTES (979) 690-3141 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND . CERTIFIED INSTALLER TO SERVICE ALL PROPOSED LANDSCAPING PRIOR TO "t7RD •ASSUME 2 HR MAXIMUM WAIT j PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS COMPLETION OF SITE CONSTRUCTION. IRRIGATION SYSTEM WILL BE • ASSUME 2.5 SKIER PER VEHICLE 3. ENGINEER INFORMATION: PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED GOODWIN-LASITER, INC. THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW 1 VEHICLE = (2.5 PERSON (15 MINUTES) = 37.5 MINUTESIVEHICLE w 4077 CROSS PARK DRIVE, SUITE 100 DEVICE, & INSTALLED PER CITY ORDINACE 2394. VEHICLE PERSON BRYAN, TX 77802 12. DEMOLITIONICONSTRUCTION WASTE: SITE IS REQUIRED TO PROVIDE a 0 Y (979) 776-9700 CONTAINMENT FOR WASTE PRIOR TO AND DURING 17. TRAFFIC IMPACT AN NOT REQUIRED. 120 MINUTES = 3.2 = 3 VEHICLES FOR SKIERS o DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND/OR METAL 37.5 MINUTES PROJECT LOCATION1 4. TOTAL SITE AREA IS 12;51 ACRES DUMPSTERS SHALL BE SUPPLIED BY CITY PERMITTED CONTRACTOR(S) ONLY. 18. PROJECT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. VEHICLE �T�•{� c 5. CURRENT:ZONING: PDD (PLANNED DEVELOPMENT DISTRICT) 13. ALL PROPOSED EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE . 2 SPACES FOR EMPLOYEES �® WlllWillllL1J STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE ' 6. CURRENT USE: UNDEVELOPED LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING. NO FIXTURE SPACES REQUIRED = 6 SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES SHALL BE 7. DENSITY OF STRUCTURE: 42.2 DWELLING UNITS PER ACRE PHASE I - MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT SPACES PROVIDED: j 35.97 SF/ACRES CROSS ANY PROPERTY LINE. STANDARD=13 I 8. PROPOSED USE & IMPROVEMENTS: BUILDING WILL BE USED FOR RETAIL RENTAL OF WATER SKI EQUIPMENT, TO BE USED ON POND W!TOTAL= 13 PULLEY SYSTEM. OBEOLUFF+ . NOTES 2 C PL p -. p LOS PORT L+ Jo4FS °�r 6V � F TMER UN CR FEA ER RUN - NBLU ONN CR 3 S - KEY MAP 1a=logo 8 NOTES: 1. 100% COVERAGE OF GROUNDCOVER, 3. IRRIGATION PLAN IS REQUIRED TO BE DECORATIVE PAVING, DECORATIVE REVIEWED, APPROVED, AND INSTALLED ✓ �l ROCK, OR A PERENNIAL GRASS IS PRIOR TO THE ISSUANCE OFA` REQUIRED IN PARKING LOT ISLANDS, CERTIFICATE OF OCCUPANCY. BACKFILL BEHIND SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, 4. ALL BACKFLOW DEVICES MUST BE PROPOSED LANDSCAPING TABLE PHASE I ONLY SYMBOL AND ADJACENT PROPERTY DISTURBED INSTALLED AND TESTED UPON COMMON NAME SPE POINTS EACH DURING CONSTRUCTION UNLESS INSTALLATION AS PER CITY OF COLLEGE 21 EA 5 GAL INDIAN OTHERWISE LANDSCAPED OR EXISTING STATION ORDINANCE 2394. 210 PLANTS ARE PRESERVED. ALL OTHER HAWTHORN AREAS DISTURBED DURING 5. PROVIDE A 2" LAYER OF MULCH IN ALL 3 GAL KNOCK OUT SHRUB CONSTRUCTION ARE TO BE SODDED. SHRUB AREAS. 2, ALL LANDSCAPE MATERIALS SHALL BE �: L Ni? _,R "T R, EFLECT PHA; E 1 V, 2Q INSTALLED IN ACCORDANCE WITH THE i0- OH*IECR�Il GEITE GULF SHRUB 1 CURRENT PLANTING PROCEDURES Rrfo �t MUHLY ESTABILISHED BY THE MOST RECENT T.,/ PAVEMENT SECTION _ 3Q 3 EA EDITION OF THE AMERICAN STANDARD 7. THE TABLE ABOVE EXCLUDES THE SHRUB 1 3 FOR NURSERY STOCK, AS PUBLISHED BY SCREENING REQUIRED BY PLANNED 3 GAL YUCCA SHRUB THE AMERICAN ASSOCIATION OF DEVELOPMENT ORDINANCE # 2012-3407. NURSERYMEN. RE: DETAIL 4 THIS SHEET LANDSCAPING REQUIREMENTS PHASE I ONLY _>_ TOTAL SQFT OF_AREA--DEVELOPED. 110 x120 -13,200 SQFT (.30 AC) x. 11 EA MIN. 2.1" LANDSCAPE POINTS REQUIRED: CANOPY 150 - 1,650 30 POINTS PER 1,000 SQFT=396' POINTS CALIPER FRONTAGE ON DEACON DRIVE R.O.W. = 310 L.F. TREE FRONTAGE/32=9.69 TREES REQUIRED = 10 CANOPY TREES , PROVIDED = 11 CANOPY TREES 10 EA I YAUPON (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE 40 400 . PROPOSED LANDSCAPING TABLE PHASE I ONLY SYMBOL QUANTITY SIZE COMMON NAME SPE POINTS EACH TOTAL POINTS d 21 EA 5 GAL INDIAN SHRUB 10 210 HAWTHORN 1Q 10 EA 3 GAL KNOCK OUT SHRUB 1 10 ROSES #3. DOWELS @ 3611 2Q 4 -EA 3 GAL GULF SHRUB 1 4 ; RE: CONC. �t MUHLY T.,/ PAVEMENT SECTION _ 3Q 3 EA 3 GAL SAGE SHRUB 1 3 ® 6 EA 3 GAL YUCCA SHRUB 1 6 to '1 �•�'� \ � �� � ---� x. 11 EA MIN. 2.1" LIVE OAK CANOPY 150 - 1,650 CALIPER TREE _. 10 EA MIN. 1.25" YAUPON NON -CANOPY 40 400 . CALIPER TREE 9644 S N/A BERMUDA SOD - - TOTAL POINTS 2,283 SUBSTITUTED WITH TWO NON -CANOPY TREES) / 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF N FRONTAGE= ((310 L.F./50)X300=1,860 POINTS TOTAL LANDSCAPE POINTS REQUIRED = 2.256 LANDSCAPING NOTES 7 NOT USED N.T.S. 4 TEMPORAR%T` DOWEL ON CURB DETAIL MT., 1 6 STABLIZED SUB -GRADE SHALL BE A MINIMUM OF 6% 1' ►�SC�4PE, LA LIME BY WEIGHT& COMPACTED TO 95% STANDARD 24" PROCTOR DENSITY ASTM D-698'OR 9" OF SELECT FILL LAN 1/4--R 6" 15" TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 LEGEND 1/4"R 5,, @ 18"EA. WAY THE.BARrXIACKS RECREATION CENTER EXISTING PHASE I \ :-.f?fir J / ~ \ o .. STORM SEWER >,- r ��r . (�� �•,�• � z '.I • V. .,•.�,,:, .;: __.__ _ _LEGAL DESCRIPTION. LOT 1 _ WW � ,BLOCK 28, THE BARRACKS II PHASE 300 SANITARY SEWER _=III=I WATER LINE _) I I- I I,I-III-1III, , PERPENDICULAR TO PERPENDICULAR TO WALL MOUNTING WALL MOUNTING N wv WATER VALVE • _ 3 " X PLANTED APPLICANT/DEVELOPER/PROPERTY OWNER. 0 = 3/4" X 18" SMOOTH PLANTED AT BASE _ t8. @ BLOW OFF VALVE EXPANSION DOWELS SUBGRADE COMPACTED TO 95% ASTM D-698 16" SEWER MANHOLE GENERAL NOTES: 2x4WOODSPACER m HEATH PHILLIPS INVESTMENT, LLC BETWEENB°,T°M 2 ABDVE 512 DEACON DRIVE, COLLEGE STATION TEXAS 77 ORRACKANDCONCRETE / GROUND 845 EXISTING CONCRETE 1. CONCRETE z ' A. Five and a half (51/2) inch thickness forail parking areas and appurtenances. � \\�\\�\\;\\� \ � � PROPOSED B. Refer to specifications for required cement content. LOT 1 BLOCK 28 THE BARRACKS II PHASE 300 112'X4•ANCHOR C. 3,500 pounds per square inch compressive strength minimum 28 days \ O soers IsIDEVIEw , ■ WM WATER METER II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS io CL \�` r/ - PARALLEL 23- OF FLANGE) PARALLEL 23" ° T°WALL T°W� (979)229-5906 A. RE: Details these plans \ o MOUNTING O CO CLEANOUT B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below).. ° /�� \\ MOUNTING TOP VIEW C. Lap Reinforcement 10" in each direction. / oUTLINEOF t� OF Tao' NEW CONCRETE SUPPORTS \\� \%i 4= -I CORE HOLE e SP.. •.... �_� �M}, Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or CityM11 SCREENING approved equal. // \ ENGINEER.................................•'* b ❑IN GROUND MOUNT ❑FLANGE MOUNT ,.•� 111. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS / �/ ��. NEW SIDEWALK A. Expansion Joints shall be 314 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth \\ ��\ • \ JOHN RUSK d /\i��'�/� GOODWIN-LASITER, INC. 's87884.... •� dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth /� ��� /.\ , �\ \ / 1'° :. e ,\\r, dowels. Expansion joint spacing d b forty (40) foot maximum. Unless otherwise shown Expansion Joint `/�' 4077 CROSS PAR �•• �� material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. K DRIVE SUITE 1 00 4}1'°F ' • C E LIVE OAK ' Redwood joints may be used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in i SSS Ety •, ANAL accordance with ASTM D1752. B RYAN , TEXAS 77802 B. Contraction Joints shall be formed by use of approved premoided strips or saw cutin pavement and sealed with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in NOTE: NOTES: 3c CRERE MYRTLE width 11/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly spaced between 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE, 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. t/ r mak,; expansion joints at a maximum Of ten (1 D) feet and at Centerline of pavement. ACCOMPLISHED BY 6' PVC OR ALUMINUM FE2REFER TO DRAWING NUMBER 096-001 TO 09RD4 FOR RACK TYPE OPTIONS. (979)776-9700 NCE WITH IVY PLANTED AT 3.. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetalls.comrint C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contracfion BASE. REFERENCE NUMBER 096-0o5 Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). SHEET H Q INDIAN HAWTHORN SHRUB IV. SUBGRADE E ET 1 O t -C 2 EC EROSION CONTROL A. Subgrade to be lime stabilized by lime stabilization and Compacted to 95% standard proctor density as SUBMITTAL: prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already damp). DATE: OCTOBER 17, 2012 ' C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without damage to subgrade TOTAL ACREAGE: 11.49 ACRES + CURRENT ZONING" PLANNED DEVELOPMENT DISTRICT (PDD) r �' LEGEND 9 CURB/PAVEMENT DETAIL N.T.S. 6 SCREENING DETAIL N.T.S. 5 BIKE. RAC K DETAIL N.T.S. 3 TOTAL MULTI FAMILY BUILDINGS � /UNITS TO BE CONSTRUCTED: 0 L9. CURB W/ TOPSOIL 1 - #3 BAR 6 � ry z 00 #3. DOWELS @ 3611 (U -BARS) - ; RE: CONC. �t T.,/ PAVEMENT SECTION - -Z Q W to '1 �•�'� \ � �� � ---� v I , • �t SUBSTITUTED WITH TWO NON -CANOPY TREES) / 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF N FRONTAGE= ((310 L.F./50)X300=1,860 POINTS TOTAL LANDSCAPE POINTS REQUIRED = 2.256 LANDSCAPING NOTES 7 NOT USED N.T.S. 4 TEMPORAR%T` DOWEL ON CURB DETAIL MT., 1 6 STABLIZED SUB -GRADE SHALL BE A MINIMUM OF 6% 1' ►�SC�4PE, LA LIME BY WEIGHT& COMPACTED TO 95% STANDARD 24" PROCTOR DENSITY ASTM D-698'OR 9" OF SELECT FILL LAN 1/4--R 6" 15" TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 LEGEND 1/4"R 5,, @ 18"EA. WAY THE.BARrXIACKS RECREATION CENTER EXISTING PHASE I \ :-.f?fir J / ~ \ o .. STORM SEWER >,- r ��r . (�� �•,�• � z '.I • V. .,•.�,,:, .;: __.__ _ _LEGAL DESCRIPTION. LOT 1 _ WW � ,BLOCK 28, THE BARRACKS II PHASE 300 SANITARY SEWER _=III=I WATER LINE _) I I- I I,I-III-1III, , PERPENDICULAR TO PERPENDICULAR TO WALL MOUNTING WALL MOUNTING N wv WATER VALVE • _ 3 " X PLANTED APPLICANT/DEVELOPER/PROPERTY OWNER. 0 = 3/4" X 18" SMOOTH PLANTED AT BASE _ t8. @ BLOW OFF VALVE EXPANSION DOWELS SUBGRADE COMPACTED TO 95% ASTM D-698 16" SEWER MANHOLE GENERAL NOTES: 2x4WOODSPACER m HEATH PHILLIPS INVESTMENT, LLC BETWEENB°,T°M 2 ABDVE 512 DEACON DRIVE, COLLEGE STATION TEXAS 77 ORRACKANDCONCRETE / GROUND 845 EXISTING CONCRETE 1. CONCRETE z ' A. Five and a half (51/2) inch thickness forail parking areas and appurtenances. � \\�\\�\\;\\� \ � � PROPOSED B. Refer to specifications for required cement content. LOT 1 BLOCK 28 THE BARRACKS II PHASE 300 112'X4•ANCHOR C. 3,500 pounds per square inch compressive strength minimum 28 days \ O soers IsIDEVIEw , ■ WM WATER METER II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS io CL \�` r/ - PARALLEL 23- OF FLANGE) PARALLEL 23" ° T°WALL T°W� (979)229-5906 A. RE: Details these plans \ o MOUNTING O CO CLEANOUT B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below).. ° /�� \\ MOUNTING TOP VIEW C. Lap Reinforcement 10" in each direction. / oUTLINEOF t� OF Tao' NEW CONCRETE SUPPORTS \\� \%i 4= -I CORE HOLE e SP.. •.... �_� �M}, Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or CityM11 SCREENING approved equal. // \ ENGINEER.................................•'* b ❑IN GROUND MOUNT ❑FLANGE MOUNT ,.•� 111. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS / �/ ��. NEW SIDEWALK A. Expansion Joints shall be 314 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth \\ ��\ • \ JOHN RUSK d /\i��'�/� GOODWIN-LASITER, INC. 's87884.... •� dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth /� ��� /.\ , �\ \ / 1'° :. e ,\\r, dowels. Expansion joint spacing d b forty (40) foot maximum. Unless otherwise shown Expansion Joint `/�' 4077 CROSS PAR �•• �� material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively. K DRIVE SUITE 1 00 4}1'°F ' • C E LIVE OAK ' Redwood joints may be used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in i SSS Ety •, ANAL accordance with ASTM D1752. B RYAN , TEXAS 77802 B. Contraction Joints shall be formed by use of approved premoided strips or saw cutin pavement and sealed with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in NOTE: NOTES: 3c CRERE MYRTLE width 11/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly spaced between 6' HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE, 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. t/ r mak,; expansion joints at a maximum Of ten (1 D) feet and at Centerline of pavement. ACCOMPLISHED BY 6' PVC OR ALUMINUM FE2REFER TO DRAWING NUMBER 096-001 TO 09RD4 FOR RACK TYPE OPTIONS. (979)776-9700 NCE WITH IVY PLANTED AT 3.. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetalls.comrint C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contracfion BASE. REFERENCE NUMBER 096-0o5 Joint" (C.J.) or "Longitudinal Construction Joint" (L.C.J.). SHEET H Q INDIAN HAWTHORN SHRUB IV. SUBGRADE E ET 1 O t -C 2 EC EROSION CONTROL A. Subgrade to be lime stabilized by lime stabilization and Compacted to 95% standard proctor density as SUBMITTAL: prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already damp). DATE: OCTOBER 17, 2012 ' C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without damage to subgrade TOTAL ACREAGE: 11.49 ACRES + CURRENT ZONING" PLANNED DEVELOPMENT DISTRICT (PDD) r �' LEGEND 9 CURB/PAVEMENT DETAIL N.T.S. 6 SCREENING DETAIL N.T.S. 5 BIKE. RAC K DETAIL N.T.S. 3 TOTAL MULTI FAMILY BUILDINGS � /UNITS TO BE CONSTRUCTED: 0 L9. SS SKI POND (RETENTION POND) PRIVATE DRAINAGE EASEMENT 1 vD 1 D- i iDr —s =A -vs 7 — , �12"W % SITE PLAN —PHASE I NOT USED JOHN WHEELER BARGER, TRUSTEE SCREENING PER PLANNED FOR THE MOBEL M. BARGERi TRUST DEVELOPMENT ORDINANCE 2012-3407 CALLED 29.175 ACRE . SEE DETAIL 5 SHEET I OF 2 VOL. 7583, PG90 (ZONED A-0) -29 20' PUBLIC UTILITY EASEMENT ST sr 299 < I � IIII II I I � LIMITS OF PHASE I III IIII III IIII III �' � I I ' LOT 1, BLOCK 28 ,' III LII � m � EROSION CONTROL PRIVATE DRAINAGE EASEMENT I I. I I I � IIIII I I RE: ENLARGED SITE PLAN DETAIL 2 THISSHEET 1 Ii I � � _ III 14I IIIII dIII � w it II III SII � ISI III I �-- / I 1 I I I � � �P a ft ���� �� x:: IIIII _ � _ Iu g nnnn - 15'.mmo ri II II III II III ........... Vi 0000000000000aoo---- oois ii, 5' PUBLIC UTI LITY EASEMENT Ul— s- 7w- 30 —12-W 3 ------- w 12"W --o CONTROL BOX El Er-TIRCAL SERVICE (2X2 HEATH PHILLIPS. INVESTMENTS, LLC 4; CALLED 108.88 ACRES N DR= > VOL. 9627, PG. 73 (ZONED PDD PLANNED DEVELOPMENT DISTRICT) f Igor --- — -_ C'-- --- -- --- -1 ss s ss ss 0 0 EXISTING FIRE HYDRANT ,''7,� -7 — — — — — — — — — — 1jA:4D=SC=APE PLAN 5' CURB CUT O sr=— 19=401 1 TEMPORARY DOWEL ON CURB- 40 LF THE BARRACKS R ECREATION C ENTER L T 302.44 15' PUBLIC UTILITY 30 P 301.94 0 I. EASEMENT PHASE I TEMPORARY F�OWEL�— I ON CURB- 33 LF LEGAL DESCRIPTION: LOT 1 BLOCK 28, THE BARRACKS 11 PHASE 300 T 303.20 ITCURB CUT I P 302.70 T 302.86 T T 302.84 302.49 P3°2.34 T3°2.61 P3°1.99 APPLICANT/DEVELOPER/PROPERTY OWNER: P 302.11 T 302.86 MATCH P 302.36 EXISTING TEMPORARY DOWEL[ MATCH R HEATH PHILLIPS INVESTMENT, LLC rd ON CURB- 64 LF �N EXISTING 303 1 .. . .. . . . . . . . . 011 g N�.H- 5, . / ..... SSi 512 DEACON DRIVE, COLLEGES 45 TATION, TEXAS 778 -PIN "m a -304- 28, TH LOT 1 BLOCK E BARRACKS 11 PHASE 300 04 MAN 0 305 RE 0 P 302 80t' 0 (979)229-5906 m 3 0 0 T 303.9 0 P 303.45 BIKE RACK 4f ENGINEER: 305 TRASH CAN �CANJ —LASITER, INC. IN TRASH G� ODW ......................... 4 JOHNRUSK 077 C, T 304.06 0 OSS PARK DRIVE, SUITE 100 .................. P 3LO3.335056 87884 1304 5'ACCESS GATE I BRYAN, TEXAS 77802 I -ON L 30�u 303 (979)776-9700 ELECTRICAL 3 � + / ti M I SERVICE (2X2) SHEET 2 OF 2 let SUBMITTAL: 2- "SCH 40 PVC f ------------- ELECTRICAL DATE: OCTOBER 17, 2012 CONDUIT -297— 3( CONTROL BOX TOTAL ACREAGE: 11.49 ACRES ----------- — CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) 3 ENLARGED SITE PLAN 1 =30'—o 2 TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 KEY MAP NOTES: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, 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 UNLESS OTHERWISE LANDSCAPED OR EXISTING PLANTS ARE PRESERVED. ALL OTHER AREAS DISTURBED DURING CONSTRUCTION ARE TO BE SODDED. 2. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLANTING PROCEDURES ESTABILISHED BY THE MOST RECENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 3. IRRIGATION PLAN IS REQUIRED TO BE REVIEWED, APPROVED, AND INSTALLED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 4. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY OF COLLEGE STATION ORDINANCE 2394. 5. PROVIDE A 2" LAYER OF MULCH IN ALL SHRUB AREAS rG 50s EFLECT PHASE , QFC! sH� RECR�TI�N O,�NI"ER DE ELO M NTSx� ri ; `R x 7. THE TABLE ABOVE EXCLUDES THE SCREENING REQUIRED BY PLANNED DEVELOPMENT ORDINANCE # 2012-3407. RE: DETAIL 4 THIS SHEET LANDSCAPING NOTES LEGEND SYMBOL EXISTING SIZE STORM SEWER TYPE SANITARY SEWER SS 0 WATER LINE W "WV WATER VALVE © BLOW OFF VALVE Q SEWER MANHOLE EXISTING CONCRETE PROPOSED ■ WM WATER METER O CO CLEANOUT i NEW CONCRETE 150 SCREENING „fti t NEW SIDEWALK CALIPER ii YL LIVE OAK T 30 �£. � u x r v CRERE MYRTLE P`302.11 LEGEND © INDIAN HAWTHORN SHRUB EC EROSION CONTROL r= = I NOTES 1. PROJECT IDENTIFICATION: PROJECT NAME: THE BARRACKS RECREATION CENTER LOCATION: DEACON DRIVE COLLEGE STATION, TEXAS LEGAL DESCRIPTION: THE BARRACKS If PHASE 300 2. APPLICANT/OWNER INFORMATION: HEATH PHILLIPS INVESTMENTS, LLC P.O. BOX 262 WELLBORN, TEXAS 77881 (979) 690-3141 3. ENGINEER INFORMATION:' GOODWIN-LASITER, INC.: 4077 CROSS PARK DRIVE, SUITE 100 BRYAN, TX 77802 (979)776-9700 ___._,___.. 4. TOTAL SITE AREA 12.5tiACRES 5. CURRENT ZONIN . DD,(PLANNED DEVELOPMENT DISTRICT) 6. CURRENT USE: UNDEVELOPED DENSITY OF STRUCTURE:',42.2 DWELLING UNITS PER ACRE PHASE 1- 35.97 SF/ACRES 8. PROPOSED USE & IMPROVEMENTS: BUILDING WILL BE USED FOR RETAIL RENTAL OF WATER SKI EQUIPMENT, TO BE USED ON POND W/ PULLEY SYSTEM. SCREENING PER PLANNED - DEVELOPMENT ORDINANCI SEE DETAIL 4 THIS SHEET 9. WATER & SANITARY SEWER DEMANDS: • WATER . 375 GPD (AVG) 1500 GPD (PEAK) • SEWER- 375 GPD (AVG) Y� 1500 GPD (PEAK) 10. BUILDING AREA: ' RETAIL = 320 SQFT TOTAL GROSS SQFT = 320 SQFT 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 12. DEMOLITION/CONSTRUCTION WASTE: SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND/OR METAL DUMPSTERS SHALL BE SUPPLIED BY CITY PERMITTED CONTRACTOR(S) ONLY. 13. ALL PROPOSED EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING. NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES SHALL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 14. CONTRACTOR IS TO MAINTAIN EROSION & SEDIMENT CONTROL THROUGH01 DURATION OF THE PROJECT. ENSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAM FROM PROJECT VIA SILT FENCE, GRAVEL FILLED WATER IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT CONTROL INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL CONTROLS SHALL BE INSTALLED, A1'6. ORTABLE STORAGE CONTAINERS & IMPROVEMENTS LOCATED. WITHIN PUB UTILITY EASEMENTS: IF UTILITIES NEED TO BE ACCESSED WITHIN TME EASEMENT AND PORTABLE STORAGE CONTAINERS AND/OR ENCLOSURES NI TO BE REMOVED. IT WILL BE THE OWNER'S RESPONSIBILITY TO REPAIR OR REPLACE THE STRUCTURE. 16. ALL SIGNAGE WILL MEET THE C-1 COMMERCIAL SIGN STANDARDS AS SET FC BY SECTION 7.4 OF THE COLLEGE STATION UNIFIED DEVELOPMENT ORDINAL` 17. AN IRRIGATION SYSTEM PLAN WILL BE DEVELOPED AND INSTALLED BY A CERTIFIED INSTALLER TO SERVICE ALL PROPOSED LANDSCAPING PRIOR TO COMPLETION OF SITE CONSTRUCTION. 18. TRAFFIC IMPACT ANALYSIS NOT REQUIRED. PARKING ANALYSIS PARKING SPACES REQUIRED: GROSS BUILDING SF: 320 SF • 1 SKIER AT A TIME • CHECK IN & RENTAL 5 MINUTES • EACH RIDE 5 MINUTES • TIME BETWEEN RIDE 5 MINUTES • ASSUME 2 HR MAXIMUM WAIT • ASSUME 2.5 SKIER PER VEHICLE 1 VEHICLE = (2.5 PERSON (15 MINUTES) = 37.5 MINUTESNEHICLE VEHICLE PERSON 120 MINUTES = 3.2 = 3 VEHICLES FOR SKIERS 37.5 MINUTES VEHICLE • 2 SPACES FOR EMPLOYEES • 1 HANDICAP SPACE SPACES REQUIRED = 6 SPACES PROVIDED: STANDARD= 8 HANDICAP = 1 TOTAL= 9 JOHN WHEELER BARGER, TRUSTEE FOR THE MOBEL M. BARGER, TRUST CALLED 29.175 ACRES _ _ VOL. 7583, PG. 90 _ (ZONED A -O) _ R 20' PUBLIC UTILITY EASEMENT - - - - - - - - - - - - - - - - - - 1 1000 % PROPOSED LANDSCAPING TABLE PHASE I ONLY SYMBOL QUANTITY SIZE COMMON NAME TYPE POINTS EACH TOTAL POINTS 0 35 EA 5 GAL INDIAN SHRUB 10 350 P 303.42 HAWTHORN P 302.34 3 02 0t /1 EA MIN. 2.1" LIVE OAK CANOPY 150 1,650 „fti t CALIPER TREE T 30 �£. � u x r v P`302.11 E P 303.32 i' :, 7 EA MIN. 1.25" CREPE NON -CANOPY 40 280 u CALIPER MYRTLE TREE 29644 S N/A BERMUDA SOD - - TOTAL POINTS 2,280 LANDSCAPING REQUIREMENTS PHASE I ONLY TOTAL SQFT OF AREA DEVELOPED: 110'x120'=13,200 SQFT (.30 AC) u 1 LANDSCAPE POINTS REQUIRED: c� Q 30 POINTS PER 1 000 S FT = 3 Q r96POINTS FRONTAGE ON DEACON DRIVE R.O.W. = 310 L.F. FRONTAGE/32=9.69 TREES REQUIRED = 10CANOPY TREES PROVIDED = 14" CANOPY TREES (EACH CANOPY TREE REQUIRED FOR STREETSCAPING CAN BE SUBSTITUTED WITH TWO NON -CANOPY TREES) 300 ADDITIONAL LANDSCAPE POINTS REQUIRED FOR EVERY 50 FT OF FRONTAGE= ((310 L.F./50)X300=1,860 POINTS TOTAL LANDSCAPE POINTS REQUIRED = 2,256 !1 24"- 1 /4"R -1 6"---i 1- 15" .2 2` 6" STABLIZED SUB -GRADE SHALL BE A MINIMUM OF 6% LIME BY WEIGHT & COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 OR 9" OF SELECT FILL TO HAVE A P.I. BETWEEN 8-18 COMPACTED TO 95% STANDARD PROCTOR DENSITY ASTM D-698 #3 @ 18" EA. WAY • • N � LO Z LU co I -i I I-IiI-III-I 1 I-- • = 4 BARS - fd = 34"X18"S SMOOTH TH EXPANSION DOWELS SUBGRADE COMPACTED TO 95% ASTM D-698 GENERAL NOTES: I. CONCRETE A. Five and a half (5 1/2) inch thickness for all parking areas and appurtenances. B. Refer to specifications for required cement content. C. 3,500 pounds per square inch compressive strength minimum 28 days II. REINFORCING STEEL AND SUPPORTS REINFORCING BARS A. RE: Details these plans B. Support Reinforcement at 36 inch centers each way on three (3) inch bar chairs. (See Note Below). C. Lap Reinforcement 10" in each direction. SUPPORTS Mats to be supported by chairs as manufactured by Dayton/Richmond R-22 (Plastic) or CHCU (Metal) or City approved equal. 111. EXPANSION, CONTRACTION, and LONGITUDINAL CONSTRUCTION JOINTS A. Expansion Joints shall be 3/4 inch in width and full depth. Use capped or wrapped 5/8 inch diameter smooth dowels eighteen (18) inches long at sixteen (16) inch centers. Grease capped or wrapped end of smooth dowels. Expansion jointspacing to be forty (40) foot maximum. Unless otherwise shown Expansion Joint material to be asphalt impregnated fiber joints in accordance with ASTM D994 or ASTM D1751, respectively Redwood joints may be used in lieu of asphalt impregnated fiber joints. Preform rubber or cork in accordance with ASTM D1752. B. Contraction Joints shall be formed by use of approved premolded strips or saw cut in pavement and sealed with joint sealant. Premolded strips shall be a minimum of 1 1/2 inch in depth. Saw cuts shall be 1/4 inch in width 1 1/2 inch in depth unless shown otherwise. Contraction Joint spacing shall be evenly spaced between expansion joints at a maximum of ten (10) feet and at centerline of pavement. C. Jointing may also be required at locations shown on the drawing as "Expansion Joint" (E.J.), "Contraction Joint" (C.J.) or "Longitudinal ConstructionJoint" (L.C.J.). IV. SUBGRADE A. Subgrade to be lime stabilized by lime stabilization and compacted to 95% standard proctor density as prescribed by ASTM D698. B. Dampen subgrades by sprinkling immediately before placing concrete. (Omit when subgrade is already damp). C. Dry out soggy subgrade before placing concrete unless wetting is uniform and placing can be done without damage to subgrade Z, Iwi I I V I I I I r Q CD v Iw III VIII 1 % 11 1 QC) - W o -f II�IIIII ILII I� II I / 1 a Z II VIII I \ I 1-o °a 1=� jlll��11 Iw O a. SKI POND I I LOT 1, BLOCK 28 g�- III ILII III V � i � � CL > a. w o (RETENTION POND) I L I I w W m I I Ijiil I Ip III I 1 (I I 11 p p co � p�. " ( , PRIVATE DRAINAGE EASEMENT W 1 ZCAop 4 � i w - J Z PRIVATE DRAINAGE YI I I I I I q (I) ( I 1 I \ o _ Q> g EASEMENT a(I'I I ( RE: ENLARGED SITE PLAN p U 1 I I I L I I I I -� DETAIL 3 THIS SHEET ( a p III l� f I( I - m am p� 11 I IIIiI _ � Z IIIIIIII �IIIIII�I� ' o N� Ill�lil'I IttlIV_ ILII ( 1 � IIII1111� 111 , I ( I�-- 111-I�Ilii i I1I / i i I u_ _ I � 1 I ., ....,.... .. a ...r_..._. II I I : 3y 5' PUBLIC UTILITY EASEMENT 12'w tzb_ ...:.es:e-.EY>,++. ...:::r.,+�-•r,"1'. w.tS O i•.I:tii�a `;. ::;t:,:.S. ;:L: _ .c"r sat:;}i:l r: �.. •..!-'.: _ ^'i - _ �v. t:/ .. p. . }.+•l :].a:r....{.i.... it+:iv t: - - - --- - - -_- -_ - HEATH PHILLIPS INVESTMENTS, LLC -- I�ziC--------- I ------ > 08.88 ACRES > ------- > I u I I j- , _ CALLED 1 DEACON DRIVE ` -_ -pill1 i,�':". 4,'*i : :v VOL. 9627, PG. 73 i I °� - (ZONED PDD PLANNED DEVELOPMENT DISTRICT) 1 11 1 :.f •::•.': ': It '.^atA SS .\ . S:ti:y:� .,i:.. _ .•1. Sr. t ....\•..... i•i,y.. :•72: •?. �. r:)e.- SS 5 ---�:,^-.i o, *.EXISTING FIRE ----------------a-----------` --�--- - . N I / \ 6 SITE. PLAN - PHASE 40, T (L l 302 P 301.94 15' PUBLIC UTILITY NOTE: W HIGH SCREENING, MEASURED VERTICALLY 6' FROM PROPERTY LINE, NEEDED & MAY BE ACCOMPLISHED BY EARTHERN BERM, TREES, SHRUBS, OR A COMBINATION. TREES AND/OR SHRUBS NOT REQUIRED IF EARTHERN BERM ACCOMPLISHES SCREENING HEIGHT REQUIREMENT. 5 ■ j -DM rn_ 01 ;1fMAAk" N.T.S. I 4 -30 1 sowT 304.06 T 304.22 P 303.56 P 303.72 T 304.19 FI P 303.69 301 EC L -297- \ ENLARGED SITE PLAN 111=30'-0" , 1"=60'-0` I 7 PHASE I LEGAL DESCRIPTION: LOT 1, BLOCK 28, THE BARRACKS LI PHASE 300 APPLICANT/D "VELOPE RIPROPERTY 0 WNER. HEATH PHILLIPS INVESTMENT, LLC 51.2 DEACON DRIV i; , COLLEGE STATION, TEXAS 77845 LOT 1, BLOCK 28, THE BARRACKS II PHASE 300 (979)229-5906 ENGINEER: _ to r j% GO DWIN-LASITER, INC. : OF E+gsedl 77 CRO SISPARK DRIVE, SUITE 100 p..•.•••......"'.•"'..... JOHN RUSK BRYAN, TEXAS 77802 o'• 87884 1 (979)776-9700 '1 'P..GFNS�° O AL I SUBMITTAL: DATE: OCTOBER 17, 2012 TOTAL ACREAGE.- 11.49 ACRES__.__ CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 t�•�dCo 4 : 5 EASEMENT T 302.92 P 303.42 P 302.34 3 02 T 303.84 T 302.86 P 302.36 IN 303.3 4 P2.61 T 30 r v P`302.11 E P 303.32 - T 303.32 r A X11 P 302.82 v P 302.74 ' \ y T 303.86 1 F P 303.36.._ - -30 1 sowT 304.06 T 304.22 P 303.56 P 303.72 T 304.19 FI P 303.69 301 EC L -297- \ ENLARGED SITE PLAN 111=30'-0" , 1"=60'-0` I 7 PHASE I LEGAL DESCRIPTION: LOT 1, BLOCK 28, THE BARRACKS LI PHASE 300 APPLICANT/D "VELOPE RIPROPERTY 0 WNER. HEATH PHILLIPS INVESTMENT, LLC 51.2 DEACON DRIV i; , COLLEGE STATION, TEXAS 77845 LOT 1, BLOCK 28, THE BARRACKS II PHASE 300 (979)229-5906 ENGINEER: _ to r j% GO DWIN-LASITER, INC. : OF E+gsedl 77 CRO SISPARK DRIVE, SUITE 100 p..•.•••......"'.•"'..... JOHN RUSK BRYAN, TEXAS 77802 o'• 87884 1 (979)776-9700 '1 'P..GFNS�° O AL I SUBMITTAL: DATE: OCTOBER 17, 2012 TOTAL ACREAGE.- 11.49 ACRES__.__ CURRENT ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) TOTAL MULTI FAMILY BUILDINGS/UNITS TO BE CONSTRUCTED: 0 t�•�dCo 4 : 5