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HomeMy WebLinkAbout14-17-3\—TC ???- \ \ / TS 2 8 TC m\ \ ? / TS 283.88 TC 283.82 I FDC TS w / — 283 TS 283.63- 4 RP N: 10218543.83 E: 3572315.97 283.62 �a \ I I I I y I ,I TS 284.16 i tC�'I L Ire P. Q:•02./12.... / 2.. : • I J. • DALE BROWNS. JR. I c • TS 284.25 I I I Zg5 •• �� 81890 0 �•tbb 0. AL i c TS 284.16 , ` ! Fence ISSUED FOR DING I Gate `: I I AND CONSTRUCTION B• ;, S/ye 0 m TS 284.01 I Sta. 2.1-57.38 I ( 0 � 15" Yard Inlet N J \ \\ TP 283.48 00 m r,y p 2 m p \ : \ FL 281.81 s w m p 11 \ \ \ \ r\� =TS 283.81 \ ( N: 10218484.80 E: 3572455.08 I ( ` ° m � p 00 m m m n p d, 3 w Iq w S Z I, Y BC 00 c N: 10218468.35 E: 3572451.12 co m I 3 o o ' 284 o co i C rn I V c Q (D - c yv E 0 ao M I ij Q a`> +, i m W m rn 00 C W I X I v o I ( �� ��° ! 00 \I \0 I m i mQ 03 N°° 0°a I 00 !/ ( +FG 283.74 I I m N: 10218449.07 E: 3572421.53 \ \ I m o0 ! zo - T C�.<O� m Co Z Z d } ! _ �. W UJ m� !r Iry Z > N \\ - 283' C I ��� �LOO0CD 0U) • go Lo NOTES:. co Z LL m See Sheet G1.1 for General Notes and Benchmark Data. 06 — oaYi II.. ti - 2. At LL! W Z ;v o ;v BC –Buil Ing Corner W I– Bc I I ,'_ CP –Con Trete Pad Z °o -E a) N: 10218437.24 to FG - Finis ed Ground J — m a� o > E: 3572385.72 z I -- --I- __ 7n a) p> � ITS -------------- - Vf --------- -- PLAN VIEW QUADRANT 6 SCALE: Hor: 1" = 10' 0 5' 10' 20' I , I �I -------------- - Vf --------- -- PLAN VIEW QUADRANT 6 SCALE: Hor: 1" = 10' 0 5' 10' 20' RP — Radius Point— \ / TC/TS. 285.61 % TS 285.63 '8 N: 10218772.24 cn � I TC Top—of—curb. E: 3572308.82 — TS 286.98 TP TC/TS 287.17 To of ```\ — — — i� TG Top—of—grate .. Pavement �a _ / ;' : � � k -�" --- ` _>--'" % p 1 �C _ 9 • oo / \ . a TC 286.93—� / / \ ,;' Aw V. t ``: I TC Tnn—nf—Ci`InwnlL OWNER INFORMATION: ROCKWOOD CAPITAL, INC. GREG SMITH 2100 LAKESIDE BLVD., STE. 425 RICHARDSON, TEXAS 75082 972-739-7550 LANDSCAPE ARCHITECT MEEKS DESIGN GROUP, INC. HERB MEEKS 1755 N. COLLINS BLVD. #300 RICHARDSON, TX 75080 972-690-7474 CANOPY TREES NAME REMARKS QUANTITY SHUMARD'S RED OAK QUERCUS SHUMARDiI 3 1/2" CAL. MIN. 12' HT. MIN./ 6' SPR. MIN. 19 CEDAR ELM ULMUS.CRASSIFOLIA 3 1/2" CAL. MIN. 12' HT: MIN./ 6' SPR. MIN. 8 LIVE OAK QUERCUS VIRGINIANA 3 1/2" CAL. MIN. 12' HT. MIN./ 6' SPR. MIN. ' 26 TEXAS PISTACHE PISTACHIA TEXANA 3 1/2" CAL. MIN. 12' HT. MIN./ 6' SPR. MIN. 18 BUR OAK QUERCUS MACROCARPA 3 1/2" CAL. MIN. 12' HT. MIN./ 6' SPR. MIN. 13 SHRUBS MIN. 5 GAL NAME REMARKS QUANTITY BURFORD HOLLY ILEX CORNUTA 5 GAL., 36" MIN. SPREAD 142 NELLIE R. STEVENS HOLLY ILEX x'NELLiE R. STEVENS' 5 GAL., 36" MIN. SPREAD 117 LANDSCAPING POINT CALCULAT IONS SYMBOL SIZE (CAL. INCHES) NAME & TYPE QUANTITY POINT VALUE POINT 31 " MIN. 2 PROJECT AREA 58 300 i 17,400 PER CITY COMMENTS CANOPY TREE Q' STREETSCAPE i 02-18-15 312 " MIN. - CANOPY 26 300 I 7,800 COLLEGE STATION, TEXAS TREE JOB NUMBER: ROC -1301 I �I �ooc� 0000000 5 GAL. MIN. SHRUB 259 10 2,590 STREETSCAPE REQUIREMENTS: STREETSCAPE POINTS FRONTAGE: (817/50) X300 PTS = 4,902 PTS PROPOSED: 9,390 TREES: (817732) = 26 CANOPY TREES PROVIDED: 26 CANOPY TREES & 259 SCREEN SHRUBS POINTS PER PROJECT AREA: PROJECT AREA 609,816 SQUARE FEET OF SITE AREA POINTS PROPOSED: 18,400. 609,816 / 1,000 = 609.8 609.5 X 30 = 18,294 POINTS TOTAL POINTS REQUIRED: 23,778 TOTAL POINTS PROPOSED: 27,790 a EMU ✓ y dIJ�Ii�F9.k i" T z r �> .,f</✓d t - ,' ", , �, p "�i•1""'7 to 4:t �; "�q �1� .• 4¢9 %-� •. � ., '. `" �� y � �"✓l/f/�. bra d',/ l ��'IP•` � r'/` a" J,, �:. '{ {x>Z 'o. `�� � f% 'E rt xLzt:..C+` / ,�?.i �\�\�\\.� i r > �1 �` / ✓. ><•,>'zs. z >y ns>3� f^J�!/4tt11 `•� _ pt� .,�\ -`s r.:v: .# . y y>. �#r x r.:. :::, •6�JaO'�1C171.!%•��7 pWp� :i. _ r t:yt :��]j (t ,.z>#�F.r _ 'xf. 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F�� - 57.30 • 5 ,.. ••:�S` 4 Ac: Proposed Underground • � +� Vol. 1192, Page 376 , E1ectrlcal Une. % / _ Zone M-1 See Electrical Plan.Proposed.01 08 2015 / •• Light Industrial Sewer Line .............. .... t C14 w - - - - - - - o w J. DALE BROWNE, JR. if - - _ - - - - - --.- n _-�81890 :0� - - - - - - - - - _ p - ' O / ?, .... fit/ 0 CITY F BRYAN ' N. T.S. 280 -_ r- - - 281 - - - -- 282 - N - 283 - _ - 284 _` - 285 • 0 287 288 ° cV �- . I p� ; �v _ - - - - p _ 1 F CO E E - N 154 20 - 117 .16 -- \ i �,,.• _ IV TIO dson / t2s I - 12S 12S 1 S 1 �� 12S S s 12S 2a9 \\ �ONAt Ili C - i er onien�\ 2S 1 S 1 t2 10 12S- - - t2S- - 125- - 12S- 1 25 ♦ �+ 11 11 5 Park / �� i i -an an fin / an �n �n �rxT . - -. �n _ 10 10. See Site Civil drawin s for additional grading, layout information, St wa r staff of the City Engineer of College Station. 2. All traffic signs shall be installed so that the bottom of each sign shall , / / /// \\ g n g ng, y t Utility layout and orm to g be at least seven 7 feet above the round at the base of the / / ?s0 Pollution Prevention Plan. 3. In lieu of using the construction materials indicated in these plans, O 9 // / //. / �>\ / / 11. See Landscape Architect's Plans for landscaping Ian details securit gate/fencing details and the Contractor shall obtain written approval from. the .Engineer for signpost or above an adjacent travelway. All traffic signposts shall be s. P P g P / Y g / g an substitution. installed 24" inches from the travelwa Handicapped Parkin Signs and / / �� s. \ compactor screening details. Y Y PP 9 9 / _ / / // \ ;> 4. \\ 12. See Architects Plans for leasing office information. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Fire Lane Signs shall be installed a minimum of five (5) feet above the / Concrete Pilot Channel g Standard 29 CFR Part 1926 Subpart P. round at the base of the sin and 12" from the travelwa or / {varying Width)/ s 13. A Blanket Easement for public water, sewer and electric utilities shall cover the entire site during 9 9 Y / / / / 5. TRENCHING AND BACKFILLING: The backfilling of all t construction. Upon completion of the public utilities, as -built metes and bounds descriptions shall g tenches sidewalk. be prescribed for the utilities. within structural areas shall be accomplished with cement stabilized 3. The hardware used to attach the signs to the signposts shall be the P sand placed to within 6" of paving sub -grade. The backfilling of all same as that current) used b the Cit of College Station. 14. Building Setbacks shall comply with the City of College Station Standards of the Unified Development Y Y Y 9 Ordinance No. 2617 trenches outside of structural areas shall be placed so as to _ achieve 85 percent Modified Proctor Density. All backfilling shall be STRIPING NOTES: Front Setback - 25 / �\ / / / Ext. Pond Rear Setback = 15' between optimum and 4 percent (4%) above optimum moisture 1. Contractor shall be responsible for the layout of the Parking Area �i / / / / content. Testing shall be provided by a certified laboratory at the striping plan in the field and stripe as shown on this sheet. All Outlet. Side Setback = 7.5 markings shall be white. / /J 15. All drive aisles adjacent to the length of the buildings are to be a minimum of 26 feet in width Owners expense to verify these standards. Any retesting due to g / g g substandard work shall be at the expense of the Contractor. 2. All paint, glass beads and application rates shall conform to TxDOT Item and comply with aerial fire truck turning radii: Structural areas shall include all sidewalks and paved areas. For 666, Reflectorized Pavement Markings, Type II Marking Materials. 16. All drive aisles and parking will be constructed prior to the buildings.. „ streets, alleys and parking areas, the limits of the structural areas 3. All Parking Space Limit Lines shall be solid white lines 6 wide. / 17. Driveway throat Lengths of 200 and 150 exceed U.D.O. minimum standards. shall extend 5 beyond the curb lines or other paved areas. 4. All marking/striping shall conform to current specifications of the Texas 18. Backflow preventors shall be installed on all firelines and located in the waterclosets of each building.6. It is the responsibility of the contractor to comply with all State and Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY 19. See Sheet C3.1_C3.22 for dimensions and. details. � Federal Regulations regarding construction activities near energized STANDARDS (TAS) of the Architectural Biers Act Article 9102, Texas ,. uraBarriers 20. All roof andround-mounted mechanical equipment shall be screened from view or isolated so as overhead power lines. Additionally, the contractor shall coordinate all Civil Statutes) from the Texas Department of Licensing and Regulation g not to be visible from any public right-of-way or residential district within 150 proposed work and procedures with the City of College Station of the subject lot, and Ordinance No. 2159 Chapter 6 Section 1 (13)(4) Subsection 602.6.8 measured from a point five feet above grade. Such screening shall be coordinated with the building Electrical Division. (o) City of College Station Code of Ordinances. 7. Where a contradiction between pions and specifications occur, the " architecture and scale to maintain a unified appearance. - 5. Fire Lane curbs shall be marked Fire lane, No Parking, Tow Away plans shall be ruled as superior. „ 21. Irrigation system to be installed by others. Irrigation system 8. Trenches may be left open overnight if properly barricaded to Zone with minimum of 4 letters. must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow y P g P P y prevent pedestrian access. Device, or a Double -Check Back Flow Device and Installed as per City Ordinance 2394: BENCHMARK INFORMATION: - 9. It shall be the responsibility of the Contractor to file'a N01 with the : „ 22. All Backflow devices must be installed and tested upon installation. „ TCEQ, and coordinate with the CoCS staff. 1. TBM A: 1/2 Iron Rod 23. The replacement sidewalk shall be 6' wide, 6" thick concrete with #3 ® 12 O.C.E.W. placed over a 10. Contractor shall adjust all existingmanholes and valve boxes to final N: 10218207.04 6" Cement Stabilized Sand (CSS). CSS shall extend 24" beyond edge of concrete. grades. There will no separate a item will be this work. E: 3572212.88 24. The Grasspave2 shall be placed over 12" of Sand/Crushed Limestone Base Mixture (1/3 bank sand 9 P pay Elev: 278.28 - - and 2/3 Crushed Limestone Base.) 2. TBM B: 1 /2,r Iron Rod 25. All gates are sliding gates, unless noted otherwise. N: 10218586.91 26. Trash compactor screening shall be a CMU block wall with brick veneer to match apartment E: 3572575.06 buildings. Height of walls shall be equal or higher than tallest element on the trash compactor. Elev: 286.19 Gates shall be provided to the compactor that will open 180 degrees from the closed position. 3. TBM C: 1/2" Iron Rod 27: All apartment buildings will have 2" water meters and clubhouse/leasing office will have a 1-1/2" - N: 10219419.32 water meter. All meters has be located within public utility easement. E: 3572365.23 28. All apartment building will have a 4" fire line. The fire line will connect to the water mine with an Elev: 294.84 isolation valve with a lockable lid. The lockable lid shall supply the same protection as the AMP or - USA, LL562 Locking Lid at a minimum. An alternate lockable lid shall be approved by College Station Utilities Director or his designee. CCL o �n fU Cm j W L 0 U Ito m L0 Lf) J W o L{. i d n to 00 cin ria C 4 0)2 WCXM 0, o a). O a0�° Ca C o n fir/ Bai odo 5c,c°�a i SHEET Np. 1•' �S 0h�A STORM DRAINAGE SYSTEM QUANTITIES Description Quantity 2'x2' Box 4 EA 3'x3' Box 12 EA 4'x4' Box 6 EA 4.5'x4.5' Box 10 EA 10'x5' Junction Box 1 .EA 3'x3' Drop Inlet 1 EA 5'x3' Curb Inlet 2 EA 5'x4' Curb Inlet 1 EA 5'x4.5' Curb Inlet 1 EA r r 5 x5 Curb Inlet 1 EA 10'x3' Curb Inlet 4 EA 10'x4.5' Curb Inlet 2 EA 8"0 HDPE ADS N-12 ±606 LF 12"0 HDPE ADS ±1138 LF 114 i2 15"0 HDPE ADS ±410 LF 18"0 HDPE ADS ±590 LF 24"0 HDPE ADS ±181 LF 30"0 HDPE ADS ±55 LF 36"0 HDPE ADS ±1365 LF 42"0 HDPE ADS ±1826 LF CCL o �n fU Cm j W L 0 U Ito m L0 Lf) J W o L{. i d n to 00 cin ria C 4 0)2 WCXM 0, o a). O a0�° Ca C o n fir/ Bai odo 5c,c°�a i SHEET Np. 1•' �S 0h�A measured trom a point tive teet above grade. �„ 1110t,V.uV110 °IIU,l VG ,VVIU,,,NIGU "it'll u1c ...... '- -- 11 ------ , / Z staff of the Cit Engineer of College Station. 2. All traffic signs shall be installed so that the bottom of each sign shall / 10. See Site Civil drawings for additional grading, layout information, Utility layout and Stormwater y g g b a 28o \ ` Pollution Prevention Plan. 3. In lieu of using the construction materials indicated in these plans, e t least seven (7) feet above the ground at the base of the signpost / 11. See Landscape Architect's .Plans for landscaping Ian details securitygate/fencing details and the Contractor shall obtain written approval from the Engineer for gnp t or"above an adjacent travelway. All traffic signposts shall be / p p g p / g / g any substitution. installed 24 inches from the travelway. Handicapped Parking Signs and _ / , compactor screening details. 4. Trench SafetyRequirements shall be in accordance with-O.S.H.A. Concrete Pilot Channels 12. See Architect's Plans for leasing office information. _ q Fire Lane Signs shall be installed a minimum of five (5) feet above the / / � 2jS Standard 29 CFR Part 1926 Subpart P. ground at the base of the sign, and 12 from the travelway or / / (varying width) 13. A Blanket Easement for public water, sewer and electric utilities shall cover the entire site during / / / 5. TRENCHING AND BACKFILLING: The backfilling of all trenches sidewalk. / construction. Upon completion of the public utilities, as -built metes and bounds descriptions shall .. e rescribe for the utilities. within structural areas shall be accomplished with cement stabilized 3. The hardware .used to attach the signs to the signposts shall be the b prescribedsand laced to within 6" of paving sub -grade. The backfilling of all same as that current) used b the Cit of College Station. 14. Building Setbacks shall comply with the City of College Station Standards of the Unified Development p p g g g Y Y Y 9 trenches outside of structural areas shall be placed :so as to Ordinance No. 2617 achieve 85 percent Modified Proctor Density. All backfilling shall be Front Setback 25 - P Y 9 STRIPING NOTES: Ext. Pond i Rear Setback = 15' between optimum and 4 percent (4%) above optimum moisture 1. Contractor shall be responsible for the layout of the Parking Area i // / � � � / Outlet. R _ content. Testing shall be provided by a certified laboratory at the striping plan in the field and stripe as shown on this sheet. All; Side Setback - 7.5 / r 15. All drive aisles adjacent to the length of the buildings are to be a minimum of 26 feet in width __ Owners .expense to verify these standards. Any ,retesting due to markings shall be white. � 2. All point, lass beads and application rates shall conform to TxDOT Item substandard work shall be at the expense of the Contractor. p g pp n / / / and comply with aerial fire truck turning radii. - 16. All drive aisles and parking will be constructed prior to the buildings. Structural areas shall include all sidewalks and paved areas. For 666, Reflectorized Pavement Markings, Type II Marking Materials. / streets, alleys and parking areas, the limits of the structural areas 3. All Parking Space Limit Lines shall be solid white lines 6" wide. 17. Driveway throat Lengths of 200 and 150 exceed U.D.O. minimum standards. shall extend 5 beyond the curb lines or other. paved areas. 4. All marking/striping shall conform to current specifications of the Texas 18. Backflow preventors shall be installed on all firelines and located m the waterclosets of each 6. It is the responsibility of the contractor to comply with all State and Manual on Uniform Traffic Control Devices the TEXAS ACCESSIBILITY building. P Y pY 19. See Sheet C3.1 C3.22 for dimensions and details. Federal Regulations regarding construction activities near energized STANDARDS (TAS) of the Architectural Barriers Act (Article 9102, Texas overhead power lines. Additionally, the contractor shall coordinate all Civil Statutes from the Texas Department of Licensing and Regulation 20. All roof and ground -mounted mechanical equipment shall be screened. from view or isolated so as � P 9 9 , proposed work and procedures with the City of College Station and Ordinance No. 2159 Chapter 6 Section 1 B 4 Subsection . 602.6.8 not to be visible from any public right-of-way or residential district within_ 150 of the subject. lot, Electrical Division. p O( ) a Cit of College Station Code of Ordinances. measured from a point five feet above grade. Such screening shall be coordinated with the building O y g Ord n rices. 7. Where a contradiction between plans and specifications occur, the " architecture and scale to maintain a unified appearance. 5. Fire Lane curbs shall be marked Fire Ione, No Parking, Tow Away plans shall be ruled as superior. „ 21. Irrigation system to be installed b others. Irrigation system Zone with minimum of 4 letters. g y Y g Y 8. Trenches may be left open overnight if properly barricaded to must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow prevent pedestrian access. Device, or a Double -Check Back Flow Device and Installed as per City Ordinance 2394. p p BENCHMARK INFORMATION: 9. It shall be the responsibility of the Contractor to file 'a N01 with the 22. All Backflow devices must be installed and tested upon installation. TCEQ and coordinate with the CoCS staff. 1. TBM A: 1/2" Iron Rod 23. The replacement sidewalk shall be 6' wide, 6" thick concrete with #3 CSD 12" O.C.E.W. placed over a 10. Contractor shall adjust all existing manholes and valve boxes to final N: 10218207.04 6" Cement Stabilized Sand (CSS). CSS shall extend 24" beyond edge of concrete. grades. There will be no separate pay item will be this work. E: 3572212.88 24. The Grasspave2 shall be placed over 12" of Sand/Crushed Limestone Base Mixture (1/3 bank sand Elev: 278.28 and 2/3 Crushed Limestone Base.) 2. TBM B: 1/2" Iron Rod 25. All gates are sliding gates, unless noted otherwise. N: 10218586.91 26. Trash compactor screening shall be a CMU block wall with brick veneer to match apartment E: 3572575.06 buildings. Height of walls shall be equal or higher than tallest element on the trash compactor. Elev: 286.19 Gates shall be provided to the compactor that will open 180 degrees from the closed position. 3. TBM C: 1/2" Iron Rod 27. All apartment buildings will have 2" water meters and clubhouse/leasing office will have a 1-1/2" N: 10219419.32 water meter. All meters has be located within public utility easement. E: 3572365.23 28. All apartment building will have a 4" fire line. The fire line will connect to the water mine with an Elev: 294.84 isolation valve with a lockable lid. The lockable lid shall supply the same protection as the AMP or USA, LL562 Locking Lid at a minimum. An alternate lockable lid shall be approved by College - Station Utilities Director or his designee. I STORM DRAINAGE SYSTEM QUANTITIES Ur Description Quantity 2'x2' Box 4 EA 3'x3' Box 12 EA 4'x4' Box 6 EA " 4.5'x4.5' Box 10 EA 10'x5' Junction Box 1 EA 3'x3' Drop Inlet 1 EA 5'x3' Curb Inlet 2 EA 5'x4' Curb Inlet 1 EA 5'x4.5' Curb Inlet 1 EA f 5,x5 Curb Inlet 1 EA 10'x3' Curb Inlet 4 EA 10'x4.5' Curb Inlet 2 EA 8"0 HDPE ADS N-12 ±606 LF 12"0 HDPE ADS ±1138 LF HDPE ADS ±410 LF 18"0 :12 HDPE ADS ' ±590 LF 114 24"0 HDPE ADS ±181 LF 30"0 HDPE ADS ±55 LF 36"0 N 42 HDPE ADS ±1365 LF 42"0 911 11 el HDPE ADS ±1826 LF I CQ_ Ur U++ Io_ U ai V5O (D � Q U.) U e o. j N rq X700 ENnoo 811D C? IonW.M CXI N d C rn 0 a omay_ 'j a`S 0 (D � I C 3 2C ' O� 62 SHEET N i . 0 N� I t7�5I lS The Texas A&M University System - 57.304 Ac. Proposed Underground Vol. 1192, Page 376 Electrical Line. _ , N = - Zone M-1 - Light Industrial See Electrical Pian. Proposed. Sewer Line owl _ _ _ _ _ - - - - - - - r 280 r- _ 281 - _282- N �- 283 - 284 _ -` ,. -- 285 - _ _ - - - - - $6 a 287. _ _ 268 ` - -- - --- -N 15420 - 117.16 ti 11 11 2S 1 S t0 12 125 1 5 I i 11 � -12S t2' S 12S - 12S- 1 S 12s � �S _12S- 1 1 2s �n l �•� at OF •'• * �� / :01./08... 2015 %* 16 Uj N / J. DALE BROWNE, •JR. i _ .�_ _ - �............... .........../ N� �0l-10"..81890., :moi ' 0 FFG STS-`� t oS/ S 12 S 2g9 ,�0NAL ��®��� Total Square Footage for Building Type Al:28,528 SF °�0 Grote Inlets�,ot 9 9 YP \ rym \ / / Go�.�e �.�e ° g Total Square Footage for Building Type A2: 35,034 SF \ �� /� o° o /� 0=47'19 51 9�F`s� O, Total Square Footage for Building Type28,873\ , \ / / °o< �. �ti• X01 Ext. Fre Hydrant s �s o, B' SF \ - '�i q 9 9 YP R-535.00 A s e ; Total Square Footage for Building Type C: 31,935 SF vi �vFPavPaYOi�� / _ 5'`� / ?59��` o9e ' �' o� / \ / \ \ < / / o° �o Q' Q L -441.95 g'� % //j J l N n Total Square Footage for the Leasing Office: 6,909 SF <o oQ ' / „-0 i Total Square Footage for Maintenance Building: 600 SF / .o\. \' ` / !Z, oQ>Lo �� T=234.46 PLAN �� + , // , 4 ;q g g .>N / / 5h F �F % Chd. Br . S 31'04'3 " SITT ` ro • o� / // / � � 3 v> 12 Apartment Units, 1 Leasing Office, 1 Maintenance Building. </. 0,0 \� 8iy ,opo 9 9 E „ qty �,� o' / // �; :F.. / o c s \ N , h Chd. Dist. 429.49 SCALE: Hor: 1 50 .� o. 4. PARKING ANALYSIS: e \ _ One Bedroom and Two Bedroom Units 280 / F@° cola / N'= 280 1.5 = 420 Required of -street parking spaces �'Q/ J• // / 0 25' So' 100' /Qo / 10 oJ aEo= ta ,.Total Garage Spaces 68 spaces h `0 raTotal Parking Lot Spaces = 375 spaces o°0G Total Off-street Parking Spaces Provided 446 spaces L� W Handicap Spaces (9 Required): 10 Provided rJ 1) N 5.ISLAND CALCULATIONS_ CONTROL POINT #2i�oG�`o�o0 / o 124/15*180 Sq. Ft. = 1488 Required Sq. Ft. of interior island landscaping. -7 1/2" Iron Road � /// ' i �� �. c in Total interior island landscaping proposed = 4313 square feet / ' / /// N N• 10218586.91 6. WATER AND SANITARY SEWER DEMANDS: \ E: 3572575.06 Total Bedrooms: 280 Floc F+,.\ Elev: 286.19 At 1.5 persons per bedroom. 280*1.5 = 420. persons L Average Daily Use = 100 GPD*420 persons = 42,000 GPD * _ _ i, •� Q Peak Hourly Flow: 42,000 GPD 4/24 7,000 GPH 116.7 GPM �, ���� ,/ - oa D ^, Wastewater Flow (Rate of Return = 85%): 35,700 GPD = 99.2 GPM ; AAII ; ° / 3 N ch 0) 7. ASIS OF i / / I' r Q a> n B BEARINGS GENERAL CONSTRUCTION NOTES. � � c i � 1..1. The bearing system and actual measured distance to the monuments are consistent with the 1. It shall be the responsibility of the Contractor to veriTRAFFIC/ HANDICAP SIGN INSTALLATION NOTES: fy the exact recorded plat in Volume 7604, Page 278 of the Official Records of Brazos County, Texas. '^ location of all existing underground utilities. Furthermore, the 1. All signs shall be posted on W-15", 2-1/2 outside diameter Galvanized j \�c ,/ 8. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Ma Contractor shall contact all utilit company representatives a Steel Pipe Signposts that weigh two (2) pounds per linear foot. These i �� • pm s o 00 Numbers 48041CO220E, Ma Revised May 16, 2012. This property is not located in the 100 Year P minimum of 48 hours in advance of anyexcavation. signposts shall be placed a minimum of 2.5 to 3.0 feet into the round / / / �� o, �; i < .4; a- o Flood Hazard Area. P Y P P Y in a du or drilled one -foot diameter hole. The sign -post shall be A. Contact Texas811 ®811 9/ � / / .�- � � � �y � � •_ 9. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as 2. Construction within Public Right -of -Ways and easements must a ual placed vertically plumb in the center of the hole and secured with a �Slo ed End Treatment '� ` ' Z79 '- O N �'a not to be visible from an public right-of-way or residential district within 150' of the subject lot or exceed the BCS Unified Technical Specification and Standard q minimum of two (2) sacks of sackcrete. The concrete mix shall be P „ `, o- C 1 P /// for (2) 42 HDPE 280 , n ._ N measured from a point fivefeet above gradey Construction Detials. All inspections shall be coordinated with the hand tamped as necessary. / / ++ O �; It 3: o 10. See Site Civil drawings for additional grading, layout information, Utility layout and Stormwater staff of the City Engineer of College Station. 2. All traffic signs shall be installed so that the bottom of each sign shall Pollution Prevention Plan. 3. In lieu of using the construction materials indicated in these plans, be at least seven (7) feet above the ground at the base of the 11. See Landscape Architects Plans for landscaping plan/details, securit gate/fencing details and the Contractor shall obtain written approval from the Engineer for signpost or above an adjacent travelway. All traffic signposts shall be P P 9 P / Y 9 / 9 compactor screening details. any substitution. installed 24" inches from the travelway. Handicapped Parking Signs and 12. See Architect's Plans for leasingoffice information. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Fire Lane Signs shall be installed a minimum of five 5 feet above the Concrete Pilot Channel! 13. A Blanket Easement for public ater sewer and electric utilities shall cover the Standard 29 CFR Part 1926 Subpart P. round at the base of the sin " O / (varying Width),' p entire site during g sign, and 12 from the travelway or / / / \ construction. Upon completion of the public utilities, as -built metes and bounds descriptions shall 5. TRENCHING AND BACKFILLING: The backfilling of all trenches sidewalk. / be prescribed for the utilities. P within structural areas shall be accomplished with cement stabilized 3. The hardware used to attach the signs ns to , /// / ,/ \ P g the signposts shall be the 14. Building Setbacks shall comply with the City of College Station Standards of the Unified Development sand placed to within 6 of paving sub -grade. The backfilling of all same as that current) used b the Cit of College Station. trenches out of structural areas shall be laced �o as to . Ordinance No. 2617 P Y Y Y 9 / Front Setback = 25' achieve 85 percent Modified Proctor Density. All backfilling shall be STRIPING NOTES: / / \ between optimum and 4 percent 4� above optimum moisture 1. Contractor shall be responsible for the layout of the Parkin Area �� / / / Ext. Pond Rear Setback = 15' P • P ( ) P � .. P Y g // / / � Outlet. Side Setback = 7.5' content. Testing shall be provided by a certified laboratory at the striping plan in the field and stripe as shown on this sheet. All % 15. All drive aisles adjacent to the length of the buildings are to be a minimum of 26 feet in width Owner's expense to verify these standards. Any retesting due to markings shall be white. substandard work shall be at the expense of the Contractor. 2. All point, glass beads and application rates shall conform to TxDOT Item / \ P P � PP' and comply with aerial fire truck turning radii. 16. All drive aisles and parking will be constructed prior to the buildings. Structural areas shall include all sidewalks and paved areas. For 666, Reflectorized Pavement Markings, Type II Marking Materials. t g r g streets, alleys and parking areas, the limits of the structural areas 3. All Parking Space Limit Lines shall be solid white lines 6" wide. 17. Driveway throat Lengths of 200 and 150 exceed U.D.O. minimum standards. 18. Backflow reventors shall be installed on all firelines and located in the waterclosets of each shall extend 5 beyond the curb lines or other paved areas. 4. All marking/striping shall conform to current specifications of the Texas building. P 6. It is the responsibility of the contractor to comply with all State and Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY 19. See Sheet C3.1 -C3.22 for dimensions and details. Federal Regulations regarding construction activities near energized STANDARDS (TAS) of the Architectural Barriers Act [Article 9102, Texas 20. All roof and round -mounted mechanical equipment shall be screened from view or isolated so as overhead power lines. Additionally, the contractor shall coordinate all Civil Statutes from the Texas Department of Licensing and Regulation 9proposed work and procedures with the City of College Station P g g not to be visible from any public right-of-way or residential district within 150 of the subject lot, and Ordinance No. 2159 Chapter 6 Section 1 (13)(4) Subsection 602.6.8 measured from a point five feet .above grade. Such screening shall be coordinated with the building Electrical Division. (a) City of College Station Code of Ordinances. 7. Where a contradiction between plans and specifications occur, the „ . architecture and scale to maintain a unified appearance. tans shall be rule 5. Fire Lane curbs shall be marked Fire Ione, No Parking, Tow Away 21. Irrigation system to be installed b others. Irrigation system p d as superior. g y Y g Y 8. Trenches may be left open overnight if properly barricaded to Zone" with minimum of 4" letters. must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back .Flow access. d vent repeesrian acc Device, or a Double -Check Back Flow Device and Installed as per City .Ordinance 2394. p 9. It shall be the responsibility of the Contractor to file a N01 with the BENCHMARK INFORMATION. (. 22. All Backflow devices must be installed and tested upon .installation. " - 23. The replacement " TCEQ and coordinate with the CoCS staff. 1. TBM A: 1/2 Iron Rod p nt sidewalk shall be 6 wide, 6 thick concrete with #3 0 12 O.C.E.W. placed over a 10. Contractor shall adjust all existingmanholes and valve boxes to final N: 10218207.04 6" Cement Stabilized Sand (CSS). CSS shall extend 24" beyond edge of concrete. 1 E: 35 1 " grades. .There will be no separate pay item .will be this -work. 722 2.88 24. The Grasspave2 shall be placed over 12 of Sand/Crushed Limestone Base Mixture (1/3 bank sand Elev: 278.28 and 2/3 Crushed Limestone Base.) 2, TBM B: 1/2" Iron .Rod 25. All gates are sliding gates, unless noted otherwise. N: 10218586.91 26. Trash compactor screening shall be a CMU block wall with brick veneer to match apartment E: 3572575.06 buildings. Height of walls shall be equal or higher than tallest element on the trash compactor. Elev: 286.19 Gates shall be provided to the compactor that will open 180 degrees from the closed position. 3. TBM C: 1/2" Iron Rod 27. All apartment buildings will have 2 water meters and clubhouse/leasing office will have a 1-1/2 N: 10219419.32 water meter. All meters has be located within public utility easement. - E: 3572365.23 28. All apartment building will have a 4" fire line. . The fire line will connect to the water mine with an Elev: 294.84 isolation valve with a lockable lid. The lockable lid shall supply the some protection as the AMP or USA, LL562 Locking Lid at a minimum. An alternate lockable lid shall be approved by College Station Utilities Director or his designee. N� Un L U UNom'' o L (� LO U J 11 W ii d U. Il W o ( 1. m A 00 n ° 2 W�XM doF1 C Y � 3 • tp O y o2- C 1J m ` ^ \/ v'd H o 1 8a SHEET NO. 1' i E' i. ii � 1. STORM DRAINAGE SYSTEM. QUANTITIES Description Quantity 2'x2' Box 4 EA 3'x3' Box 12 EA. 4'x4' Box 6 EA 4.5'x4.5' Box 10 EA 10'x5' Junction Box 1 EA 3'x3' Drop Inlet 1 EA 5'x3' Curb Inlet 2 EA 5'x4' Curb Inlet 1 EA 5'x4.5' Curb Inlet 1 EA 5'x5' Curb Inlet 1 EA 10'x3' Curb Inlet 4 EA 10'x4.5' Curb Inlet 2 EA 8"0 HDPE ADS N-12 ±606 LF 12"0 HDPE ADS ±1138 LF 15"0 N 12 HDPE ADS ±410 LF 18"0 HDPE ADS ±590 LF 24"01 N 112 HDPE ADS ±181 LF 30"01 N i2 HDPE ADS ±55 LF 36"0 Kf HDPE ADS ±1365 LF 42"0 HDPE ADS ±1826 LF N� Un L U UNom'' o L (� LO U J 11 W ii d U. Il W o ( 1. m A 00 n ° 2 W�XM doF1 C Y � 3 • tp O y o2- C 1J m ` ^ \/ v'd H o 1 8a SHEET NO. 1' i E' i. ii � 1. I, The Texas A&M University System 57.304 Ac. Proposed Underground Vol. 1192 Page 376 Electrical Line. - - _ x . N ' - Zone M-1 - Light Industrial See Electrical Pian. Proposed Sewer Line ohm - - - - - - - - oW� =p n- - - -° - da,- - - - - - _ r 280 l- - _ - 281 _ . @2 - N a' � 283 - _ _ 284 -� - 285 � _ _ 6 � - � 287 288 . I N a: -- _ -N 15420" - 1177.16 tie ` ,� 11 11 �2P. s t0 t2 7_9 10 5 1 12S 1-2-S- . - 1 S _�?5 2S SJ s 89 t��- - 72S- - t S- 125- - t2S- 1 2S! 10 12S �.� 2 �3n �n=nn 3n �n r ®I �FlFE WIE- �_ Fl. W E Fl.E UNE1-1-1-.- ,- w itFE E iWE IE_ FlR, FlN UNE Fl E UNE EUI FlHE U.vE !`�` \` _ _ ME WIE � ._ ,, .: -... ... / �` / � / � � � - I OF . ........... ♦ r ,.•� aw %* :.141-8 2015 j .. J. DALE BROWNE, JR. .. 818901:11 4F i 10NAL • �p�If o / I r n c r ryw ur rt ®m / . a _ / / / �� �'V Crest c..- , R.O.�iV. pp (n ( N f' / �� / / i // ete Pnveme 1�8=0� m (� N i nt \ s % se ties Concr z w M d�n9 / Y r� - \ (yQ Irrigation Meter / - _---1 - �` , >t� 1 L11 o See irrigation plan ry UJ l- D 30 0205 _ u9_.c O Proposed Median \ o P e .�----'_---- R=535.00 I J °i oiK eo / - L=2 80.45 co 1' ,�. ® i ti / / T=143:53 z o SITE PLAN NOTES �° S� �j a• \ M \ / /, /y i „ / /// '7 W w C U _ 1. This property is currently Zoned R-4, with 20 units per acre. �o .7S r' rye 8 / g �. Chd. Brg. S 7 36 19 W ( / // / � \ 2. Owner & Applicant: Southwest Landmark MeadowcrestChd. Dist. 277.25' , LP O ? ; v3o 3. Proposed Use. :P0. Prop. Apartment Complex OSE c Ore8� / Total Square Footage for Building Type Al:28,528 SF ° O �' L 6 / q 9 9 YP \ Grate Inlet . �o /� .46 exol o / r �� A / p S• / Total Square Footage for Building Type A2: 35,034 SF \ N / �� °°i�°oi.A �� _ 8�9�!tc.01� FoyeO�O 9 9 YP \ \ \ ;� t•�ti• o� J Ext. Fire Hydrant 0-4719 51 : is • �: r r''s o ~01 , Total Square Footage for Building Type B: 28 873 SF \ a v _ '%7 q 9 9 YP / / F`• ye R=535.00 "-L'40! in a o Total Square Footage for Building Type C: 31.935 SF �' \ a / evFPa� Pavoi_ / �'`¢, /?s �f °9e ' �'v o Total Square Footage for the Leasing Office: 6 909 SF / \ \ \ ` / / N� vo CoQ. Qn. L=441.95' // 9� q 9 9 h / F Q o° T=234.46 Total Square Footage for Maintenance Building. 600 SF�,o �oF „ SITE PLAN 12 Apartment Units, 1 Leasing Office, 1 Maintenance Building. F °,o \10 . 8/y 5 vFov �Chd. Brg. S 31'04 39 E ot5 ,�roo / r /// , o / so sc os N yo Chd. Dist. 429:49 „ a o. "� 5 / 50 /// r 4. PARKING ANALYSIS: e'�. ey \ / / SCALE: Hor: 1 = 50 o Q aJ / / . n One Bedroom and Two Bedroom Units = 280 / F,ac °oi G �\ ` \ / /' \ J a oo' �'� E r /// 'p m s 280 1.5 - 420 Required off-street parking spaces oa, 4 a �' 0 25' 50' 100' "� r j // f o / o _a s Total Garage Spaces = 68 spaces o, .c? ~9, \ Q h O �. / / / O o 0 Total Parking Lot Spaces = 375 spaces °�� \ `8 \ / / �� / �`a " �� X40 �. , 1 r / /// ' Q°�"�� Ao n°o / 3 a Total Off-street Parking Spaces Provided = 446 spaces d \ �• / / '� o� �: r // r x '� o ..o /Y Handicap Spaces (9 Required): 10 Provided N` �/ / / / / ,`,c° Jo° / ��,�///// ( �,G¢c`O / 3N 5. ISLAND CALCULATIONS \ ► `�� CONTROL POINT #2 r ti +, / / /// ' cv,o'`��'` O / 124/15*180 Sq. Ft. = 1488 Required Sq. Ft. of interior island landscaping. / 1 2" Iron Road / , / // rr G�to c� in Total interior island landscaping proposed = 4313 square feet �� w� N 10218586.91 6. WATER AND SANITARY SEWER DEMANDS_ \ . w E: 3572575.06 F i / / Total Bedrooms: 280 �/ Elev: 286.19 At 1.5 persons per bedroom, 280*1.5 420 persons^.�, s \ / / ` o / �, `� / ry Average Daily Use = 100 GPD*420 persons = 42,000 GPD Peak Hourly Flow: 42,000 GPD*4/24 = 7,000 GPH = 116.7 GPM i Wastewater Flow (Rate of Return - 85%). 35,700 GPD 99.2 GPM: b r Qoo / N n 7. BASIS OF BEARINGS: GENERAL CONSTRUCTION NOTESc / [� (D L TRAFFIC /HANDICAP SIGN INSTALLATION NOTES: i °�` / N L_ 0. The bearing system and actual measured distance to the monuments are consistent with the 1. It shall be the responsibility of the Contractor to verify the exact/ iA % x� O recorded lot in Volume 7604, Pae 278 of the Official Records of Brazos Count Texas. location of all existin under round utilities. y 1. All signs shall be posted on W-15", 2-1/2 outside diameter Galvanized �e LL O Q; P 9 Y, g 9 Furthermore, the, i x / O `� Steel Pipe Signposts that we► h two 2 pounds per linear foot. These / o i 8. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Contractor shall contact all utility company representatives a P9 O P P i p h C 000 Numbers 48041CO220E, Map Revised May 16, 2012. This property is not located in the 100 Year minimum of 48 hours in advance of an excavation. signposts shall be placed a minimum of 2.5 to 3.0 feet into the ground / / / �� o, �; C i` Flood Hazard Area. Y P P Y Y in a du or drilled one -foot diameter hole. The sign -post shall be / / C SIN A. Contact Texas811 ®811 9/', � / / �''� � `� •.� �\ ' •- .-Q, 9. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as 2. Construction within Public Right -of -Ways and .easements must equal placed vertically plumb in the center of the hole and secured with a /Sloped End Treatment ` 279 O O �!a_ not to be visible from an right-of-way or exceed the S q minimum of two 2 socks of sackerete. The concrete mix shall be P „ ' -U ` o - measured y public right of way or residential district within 150 of the subject. lot,. � BC Unified Technical Specification and Standard O / for (2) 42 HDPE � 2� measured from a point five feet above grade. Construction Detials. All inspections shall be coordinated with the hand tamped as necessary. /� / / o ^F., O o 10. See Site Civil drawings for additional grading, layout information, Utility layout and Stormwater staff of the City Engineer of College Station. 2. All traffic signs shall be installed so that the bottom of each sin shall Pollution Prevention Plan. 9 9 Y Y Y 3. In lieu of using the gconstruction materials indicated in these Ions, be at least seven (7) feet above the round at the base of the280 the Contractor shall obtain written P signpost 9 11. See Landscape Architects Plans for landscaping plan/details, security gate/fencing details and ritten approval from the Engineer for gnpo t or„above an adjacent travelway. All traffic signposts shall be compactor screening details. any substitution. installed 24 inches from the travelway: Handicapped Parking Signs and 12. See Architect's Plans for leasing office information. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Fire Lane Signs shall be installed a minimum of five 5 feet above the r /Concrete Pilot Channels 13. A Blanket Easement for public water sewer and electric Standard 29 CFR Part 1926 Subpart P. 9 " O / / (Varying Width)./ p ct is utilities shall cover the entire site during ground at the base of the sign, and 12 from the travelway or / / / ry, e\ construction. Upon completion of .the public utilities, as -built metes and bounds descriptions shall 5. TRENCHING AND BACKFILLING: The backfilling of all trenches sidewalk. be prescribed for the utilities. within structural areas shall be accomplished with cement stabilized 3. The hardware used to attach the signs to the signposts s all b 14. Builing Setbacks shall comply with the City of College Station Standards of the Unified Development sand placed to within 6" of paving sub -grade. The backfilling of all some as that current) used b the Cit of College Station. a the Ordinance No. 2617 trenches outside of structural areas shall be placed so as to Y Y Y 9 Front Setback 25' achieve 85 percent Modified Proctor Density. All backfilling shall be STRIPING NOTES: between optimum and 4 percent 4% above optimum moisture 1. Contractor shall be responsible for the layout of the Parkin Area �, / �� / / / Ext. Pond Rear Setback = 15 P P ( ) P p Y 9 // / / Outlet. Side Setback = 7.5' content. Testing shall be provided by a certified laboratory at the striping plan in the field and stripe as shown on this sheet. All /c / Owners expense to verify these standards. An retesting due to markings shall be white. 15. All drive aisles adjacent to the length of the buildings are to be a. minimum of 26 feet in width Y Y 9 and comply with aerial fire truck turningradii. substandard work shall be at the expense of the Contractor. 2. All paint, glass beads and application rates shall conform to TxDOT Item 16. All drive aisles and parking will be contructed prior to the buildings. Structural areas shall include all sidewalks and paved areas. For 666, ReflectoNzed Pavement Markings, Type II Marking Materials. P 9 P 9 streets, alleys and parking areas, the limits of the structural areas 3. All Parking Space limit Lines shall be solid white lines 6" wide. 17. Drivewa throat Lengths f Driveway g o 200 and 150 exceed U.D.O. minimum standards. / � y 18. Backflow preventors shall be installed on all firelines and located in the waterclosets of each shall extend 5 beyond the curb lines or other paved areas. 4. All marking/striping shall conform to current specifications of the Texas building. 6. It is the responsibility of the contractor to comply with all State and Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY -- Federal Regulations regarding construction activities near energized STANDARDS TAS of the Architectural Barriers Act Article 9102, Texas 19. See Sheet C3.1 -C3.22 for dimensions and details. 9 9 , •9 , 9 (TAS) [ 20. All roof and round -mounted mechanical equipment shall be screened from view or isolated so as overhead power lines. Additionally, the contractor shall coordinate all Civil Statutes from the Texas 9] Department of Licensing and Regulation y P right-of-way proposed work and procedures with the City of College Station and Ordinance No. 2159 Chapter 6 Section 1.(B)(4) Subsection 602.6.8 not to be visible from an public ri ht-of-wa or residential district within 150 of the subject lot, Electrical Division. measured from a point five feet above grade. Such screening shall be coordinated with the building (a) City of College Station Code of Ordinances. 7. Where a contradiction architecture and scale to maintain a unified appearance. n between plans and specifications occur, the „ PP plans shall be ruled as superior. 5. Fire Lane curbs shall be marked Fire lane, No Parking, Tow Away 21. Irrigation system to be installed by others. Irrigation system Zone. with minimum of 4 letters. must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle. Back Flow 8. Trenches may be left open overnight if properly barricaded to Device, or a Double -Check Back Flow Device and Installed as per Cit Ordinance 2394. prevent pedestrian access. F Y 9. It shall be the responsibility of the Contractor to file a N01 with the BENCHMARK INFORMATION: 22. All Backflow devices must be installed and tested upon installation. TCE and coordinate with the o 1. TBM A: 1 2" Iron Rod 23. The replacement sidewalk shall be 6' wide 6" thick concrete with 3 0 12" O.C.E.W. laced over a Q e C CS staff. 2 „ P # P 10. Contractor shall adjust all existing manholes and valve boxes to final N: 10218207.04 6 Cement Stabilized Sand (CSS). CSS shall extend 24 beyond edge of concrete. grades. There will be no separate a item will be this work. E: 3572212.88 24. The Grasspave2 shall be placed over 12" of Sand/Crushed Limestone Base Mixture (1/3 bank sand 9 P pay Elev: 278.28 and 2/3 Crushed Limestone Base.) 2. TBM B: 1/2 Iron Rod 25. All gates are sliding gates, unless noted otherwise. N: 10218586.91 26. Trash compactor screening shall be a CMU block wall with brick veneer to match apartment E: 3572575.06 buildings. Height of walls shall be equal or higher than tallest element on the trash compactor. Elev: 286.19 Gates shall be provided to the compactor that will open 180 degrees from the closed position. 3. TBM C: 1/2" Iron Rod 27. All apartment buildings will have " water - „ / p g 2 e meters and clubhouse/leasing office. will have a 1 1/2 N. 10219419.32 water meter. All meters has be located within public utility easement. E: 3572365.23 28. All apartment building will have a 4" fire line. The fire line will connect to the water mine with an Elev: 294.84 isolation valve with a lockable lid. The lockable lid shall supply the some protection as the AMP or USA, LL562 Locking Lid at a minimum. An alternate lockable lid shall be approved by College Station Utilities Director or his designee. C� 010 \/ NC M CL o W LLQ U (a n�! U) Lo U J� W! I U ( cI z �M �0 0.d �N1`1 o {1 C m N N W C 'X doFM C Xd 3 Ea o MI°�, r , Ad Do V 3 ! to I c 00 a M�cia SHEET N0 , i I �I (D S� STORM DRAINAGE QUANTITIES SYSTEM Description Quantity 2'x2' Box 4 EA 3'x3' Box 12 EA 4'x4' Box 6 EA 4.5'x4.5' Box 10 EA 10'x5' Junction Box 1 EA 3'x3' Drop Inlet 1 EA 5'x3' Curb Inlet 2 EA 5'x4' Curb Inlet 1 EA 5'x4.5' Curb Inlet 1 EA 5'x5' Curb Inlet 1 EA 10'x3' Curb Inlet 4 EA 10'x4.5' Curb Inlet 2 EA 8"0 HDPE ADS N-12 ±606 LF 12"0 N i2 HDPE ADS ±1138 LF 15"0 N i2 HDPE ADS ±410 LF 18"0 HDPE ADS ±590 LF 24"0 N i2 HDPE ADS ±181 LF 30"0 i2 HDPE ADS ±55 LF N 36"0 HDPE ADS ±1365 LF 42"0 HDPE ADS ±1826 LF C� 010 \/ NC M CL o W LLQ U (a n�! U) Lo U J� W! I U ( cI z �M �0 0.d �N1`1 o {1 C m N N W C 'X doFM C Xd 3 Ea o MI°�, r , Ad Do V 3 ! to I c 00 a M�cia SHEET N0 , i I �I (D S� STORM DRAINAGE SYSTEM QUANTITIES Description I r 2'x2' Box .The Texas A&M University System 3'x3' Box 12 EA OF .T..,•• �,�p�E...."S`efff Box 87.304 Ac. 4.5'x4.5' Box Proposed Underground 10'x5' Junction Box i 1 3'x3' Vol. 1192, Page 376 M-1 1 EA Electrical Line. Curb Inlet ;� •; j _ ; N _ �_ -0 (a - Zone - Light Industrial 1 EA see Electrical Pian. Proposed Sewer Line N ( :..1.0 08 2015.*.... W -- _ _ --_----------- _ - '_ 10'x3' ----- ori jJ.DALE BROWNE:JR. �j'o' .81890I.. r _i -- -- --- -__'-- - _' -• _o - 280 -_ !- _ _ _ - - 281 - - `' - 282 _ N - - 283 - _ - - - i - - - - _-- _ _ -•` _ '_------- -- - - 284 - 285 _ - 0 - _ -N _ - _--- - _ -_ --- 287 -__---o�^-------- 288 . N n- �O'�.; p 02, fff;F` - -_ 154 20"- --1La.16 ±410 LF - \ - M 11 G/STEL`:=� e ��NAL _ 25 _ ._. t S 1 72 t2s 1 5 -/ J 11�SS- 12S �� 12S - 125- - - 1 S- - -rtes . J? s S s9 - 12S 12sJ+ .. o 3n in n 3n 12S--. 3n -3n -3 t25- 12 25 10 / !1 ±1826 LF - MIF UNE MIE t .c M UNE Fl E Wrt FE WI -2O' P.U.E. FlPE E FlNE IE _­__ PE W. Mrt WiE - -FlFE W.E . n /� . � J 10. See Site Civil drawings for additionalgrading, la out information Utility layout and Stormwater staff of the City Engineer of College Station. 2. All traffic signs shall be installed so that the bottom of each sign shall , / / /// O v\ 9 Y Y Y be at least seven (7) feet above the ground at the base of the / / / / ?so Pollution Prevention Plan. 3. In lieu of using the construction materials indicated in these plans, / / � \ / / 11. .See Landscape Architects Plans for landscaping Ian details securitygate/fencing details and the Contractor shall obtain written approval from the Engineer. for signpost or above an adjacent travelway. All traffic signposts shall be / P P g P / g / g an substitution. installed 24" inches from the travelwa Handicapped Parkin Signs and compactor screening details. Y Y• PP 9 9 12. See Architect's Plans for leasingoffice information.4. Trench Safety Requirements shall be in accordance with O.S.H.A. Fire Lane Signs shall be installed a minimum of five 5 feet above the Concrete Pilot Channel/ / �s Standard 29 CFR Part 1926 Subpart P. round at the base of the sin " O / / (varying width) 13. A Blanket Easement for public water, sewer and electric utilities shall cover the entire site during g sign, 12 from the travelway or / / / � � construction. Upon completion of the public utilities, as -built metes and bounds descriptions shall 5. TRENCHING AND BACKFILLING: The backfilling of all trenches sidewalk. be prescribed for the utilities. P P within structural areas shall be accomplished with cement stabilized 3. The hardware used to attach the signs to the signposts shall be the 14. Building Setbacks shall comply with the Cit of College Station Standards of the Unified Development sand placed to within 6" of paving sub -grade. The backfilling of all same as that current) used b the Cit of College Station. 9 P Y Y 9 P Y Y Y 9 Ordinance No. 2617 trenches outside of structural areas shall be placed so as to _ achieve 85 percent Modified Proctor Density. All backfilling shall be NNOTES: Front Setback - 25 STRIPING / �\ / / Ext. Pond Rear Setback 15' between optimum and 4 percent (4%) above optimum moisture 1. Contractor shall be responsible for the layout of the Parking Area �i / / / / Side Setback = 7.5' content. Testing shall be provided by a certified laboratory at the striping plan in the field and stripe as shown on this sheet. All / �` / i0utlet. 15. All drive aisles adjacent to the length of i Owner's expense to verify these standards. Any retesting due to markings shall be white. g the buildings are to be a minimum of 26 feet in width substandard work shall be at the expense of the Contractor. 2. All paint, glass beads and application rates shall conform to TxDOT Item and comply with aerial fire truck turning radii. 16. All drive aisles and parking will be constructed prior to the buildings. Structural areas shall include all sidewalks and paved . areas. For' 666, Reflectorized Pavement Markings, Type II Marking Materials. / t 9 , P 9 streets, alleys and parking areas, the limits of the structural areas 3: All Parking Space Limit Lines shall be solid white lines 6" wide. 17. Driveway throat Lengths. of 200 and 150 exceed U.D.O.- minimum standards. 18. Backflow reventors shall be installed on all firelines and located in the waterclosets of each shall extend 5 beyond the curb lines or other paved areas. 4. All marking/striping shall conform to current specifications of the Texas building.P 6. It is the responsibility of the contractor to comply with all State and Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY -- 19. See Sheet - Federal Regulations regarding construction activities 'near energized STANDARDS TAS of the Architectural Barriers Act Article 9102 Texas Sheet C3 1 C3.22 for dimensions and details. (TAS) [ 20. All roof and round -mounted mechanical equipment shall be screened from view or isolated so as overhead power lines. Additionally, the contractor shall coordinate all Civil Statutes] from the Texas Department of Licensing and Regulation 9proposed. work and procedures with the City of College Station g g not. to be visible from any public right-of-way or residential district within 150 of the subject lot, and Ordinance No. 2159 Chapter 6 Section 1 (B)(4) Subsection. 602.6.8 I measured from a point five feet above .grade. Such screening shall be coordinated with the building Electrical Division. _ (a) City of College Station Code of Ordinances: 7. Where a contradiction between plans and specifications p occur, the " architecture and scale to maintain a unified appearance.5: Fire Lane curbs shall be marked Fire lane, No Parking, Tow Away , 21. lrri ation system to be installed b others. Irrigation system plans shall be ruled as superior. „ 9 Y Y 9 Y 8. Trenches may be left open overnight if properly barricaded to Zone with minimum of 4 letters. must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow y Device, ora Double -Check Back Flow Device and Installed as per Cit Ordinance 2394. prevent pedestrian access. P Y 9. It shall be the responsibility of the Contractor to file .a N01 with the BENCHMARK INFORMATION: 22. All Backflow devices must be installed and tested upon installation. - TCEQ and coordinate with the CoCS staff. 1. TBM A: 1/2" Iron Rod 23. The replacement sidewalk shall be 6' wide, 6" thick concrete with #3 0 12" O.C.E.W. placed over a 10. Contractor shall adjust all existingmanholes and valve boxes to final N: 10218207.04 6" Cement Stabilized Sand (CSS). CSS shall extend 24" beyond edge of concrete. grades. There will f e this E: 3572212.88 g I b no separate pay item will be .his work. 24. The Grasspave2 shall be placed over 12" of Sand/Crushed Limestone Base Mixture (1/3 bank sand Elev: 278.28 and 2/3 Crushed Limestone Base.) 2. TBM B: 1/2" Iron Rod 25. All gates are sliding gates, unless noted otherwise. N: 10218586.91 26. Trash compactor screening shall be a CMU block wall with brick veneer to match apartment E: 3572575.06 buildings. Height of walls shall be equal or higher than tallest element on the trash compactor. Elev: 286.19 Gates shall be provided to the compactor that will open 180 degrees from the closed position. 3. TBM C: 1/2" Iron Rod 27. All apartment buildings will have 2" water meters and clubhouse/leasing office will have a 1-1/2" N: 10219419.32 water meter. All meters has be located within public utility easement. E: 3572365.23 28. All apartment building will have a 4" fire line. The fire line will connect to the water mine with an Elev: 294.84 P 9 isolation valve with a lockable lid. The lockable lid shall supply the some protection as the AMP or USA, LL562 Locking Lid at a minimum. An alternate lockable lid shall be approved by College Station Utilities Director or his designee. N� �o U r 0 W L- U U N r O L_ o coLOU -� UJ �? U. a i ry n W n a(nnoo j W X I N O,2 a 48 C O Y � Ad o cn aO N �3 m ro as c i UO_ O °�aa.. SHEET NO'• i i i' iIh ni�o�l STORM DRAINAGE SYSTEM QUANTITIES Description Quantity 2'x2' Box 4 EA 3'x3' Box 12 EA 4'x4' Box 6 EA 4.5'x4.5' Box 10 EA 10'x5' Junction Box 1 EA 3'x3' Drop Inlet 1 EA 5'x3' Curb Inlet 2 EA 5'x4' Curb Inlet 1 EA 5'x4.5' Curb Inlet 1 EA 5'x5' Curb Inlet 1 EA 10'x3' Curb Inlet 4 EA 10'x4.5' Curb Inlet 2 EA 8"0 HDPE ADS N-12 ±606 LF 12"0 HDPE ADS ±1138 LF 15"0 HDPE ADS ±410 LF 18"0 HDPE ADS ±590 LF 24"0 HDPE ADS ±181 LF N q2 30"0 HDPE ADS ±55 LF 36"0 HDPE ADS ±1365 LF 42"0 HDPE ADS ±1826 LF N� �o U r 0 W L- U U N r O L_ o coLOU -� UJ �? U. a i ry n W n a(nnoo j W X I N O,2 a 48 C O Y � Ad o cn aO N �3 m ro as c i UO_ O °�aa.. 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Zone M-1 - Light Industrial see Electrical Pion. -01.ai - - - - - - - _ - - - - _ Proposed Sewer Line - _-281 N n- - - 283 - _ - 284 •' - -"-- _ 2 - - - - 28 5. -- 280 r- -_ _ __- - -2�2 -�- --- - ----N 15420" - 1127.16'- -_ _ �6 287 s� 1�LS 12S 12S 11�SS- -12S- -- -12S-- -12S- 1 11t 1 s 2s 1 s 10 12 12s 10 5 I�-12S-12S­t- �q-4- 3fl �3n 3n 3n 3n 3� i-3 n E WIE- FlR FWE UNE RE UN -2O' P.U.E. ME !E FlRE UNE FlRE iW UNE Fl E UNE FlRE W+E FlgE IµE gni nni /�\ ^\ ivL�i WlE E i1RE IE - RE -- ••t 1 .i � � ' � , / / / 11: AE OF TF j *.0v11.... 2014 .... . 0 i,i j J. DALE BROWNE, JR. Na------ I,,.....81890 ONAL ""_" " " "" " - - - - _ - - - 2. All traffic signs shall be installed so that the bottom of each sin shall 10. See Site Civil drawings for additional grading, layout information, Utility layout and Stormwater staff of the City Engineer of College Station. 9 9 Pollution Prevention Plan. 3. In lieu of using the construction materials indicated in ` these plans, be at least seven (7) feet above the ground at the base of the �/ / // / 80\ �\ the Contractor shall obtain written approval from the Engineer for signpost or above an adjacent travelwa . All traffic signposts shall be 11. See Landscape Architects Plans for landscaping plan/details, security gate/fencing details and PP 91 Y compactor screening details. any substitution. installed 24 inches from the travelway. Handicapped Parking Signs and 2 4. Trench Safety Requirements shall be accordance Pilot / \ 12. See Architects Plans for leasing office information. Y q n n e with O.S.H.A. Fire Lane Signs shall be installed a minimum of five (5) feet above the / Concrete Pilot Standard 29 CFR Part 1926 Subpart P. round at the base of the sign, and 12" from the travelwa or / (,.arying Width)-' sl \ \ 13. A Blanket Easement for public water, sewer and electric utilities shall cover the entire site during 9 9 Y / 5. TRENCHING AND BACKFILLING: The backfilling of all trenches sidewalk. i construction. Upon completion of the public utilities, as -built metes and bounds descriptions shall within structural areas shall be accomplished with cement stabilized 3. The hardware used to attach the signs to the signposts shall be the be prescribed for the utilities. 9 14. BuildingSetbacks shall comply with the Cit of College Station Standards of the Unified Development sand placed to within 6 of paving sub -grade. The, backfilling of all some as that current) used b the Cit of College Station. P Y Y 9 P trenches outside of structural areas shall be placed so as to y y Y g %�J / Ordinance No. 2617 j // / / ��VATI *4 achieve 85 percent Modified Proctor Density. All backfilling shall be GRIPING NOTES: �/ / / Front Setback 25 i. / � � � �\ / / / Ext. '< and +�,- r R a.� r Rear Setback = 15' between optimum and 4 percent (4%) above optimum..moisture 1. Contractor shall be responsible for the layout of the Parking Area �� / j / / / Outl �r P k c" 4i! �..... Side Setback = 7.5' content. Testing shall be provided by a certified laboratory at the shaping s Ian in the field and stripe as shown on this sheet. All 15. All drive aisles adjacent to the length of the buildings are to be a minimum of 26 feet in width Owners expense to verify these standards. Any retesting due to kingshall be white. / substandard work shall be at the expense of the Contractor. 2. All point, glass beads and application rates shall conform to TxDOT Item ❑ REQUIRED and comply with aerial fire truck turning radii. / / / // 16. All drive aisles and parking will be constructed Structural areas shall include all sidewalks and paved areas. For 666, Reflectorized . Pavement Markings, Type II Marking Materials. / , , p g prior to the buildings. [1 .;.� streets, alleys and parking areas, the limits of the structural areas 3. All Parking Space Limit Lines shall be solid white lines 6 wide. 17. Driveway throat Lengths of 200 and .150 exceed U.D.O. minimum standards. - / .'� � 18. Backflow preventors shall be installed on all firelines and located in the waterclosets of each shall extend 5 beyond the curb lines or other paved areas. 4. All marking/striping shall conform to current specifications of the Texas , ❑ -I-2 building. 6. It is the responsibility of the contractor to comply with all State and Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY 13 +31 19. See Sheet C3.1 -C3.22 for dimensions and details. Federal Regulations regarding construction activities near, energized STANDARDS (TAS) of the Architectural Barriers Act [Article 9102, Texas s not to be visible from any public right-of-way or residential district within 150 of the subject lot, e 20. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as overhead power Im s. Additionally, the contractor shall coordinate all Civil Statutes] from the Texas Department of Licensing and Regulation �' proposed work and procedures with the City of College Station and Ordinance No. 2159 Chapter 6 Section 1 (13)(4) Subsection 602.6.8 NOT REQU-1 RED Electrical Division. a Cit of College Station Code of Ordinances. measured from a point five feet above grade. Such screening shall be coordinated with the building O Y 9 architecture and scale to maintain a unified appearance. 5. Fire Lane curbs shall be marked Fire lane, 7. Where a contradiction between plans and specifications .occur, the No Parking, g Tow Away 21. Irrigation system to be installed by others. Irrigation system plans shall be ruled as superior. Zone" with minimum of 4" letters. must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow 8. Trenches may be left open overnight if properly barricaded to Device, or a Double -Check Back Flow Device and Installed as P y Ordinance per Cit Ordi2394. prevent pedestrian access. REVIEWED C 9. It shall be the responsibility of the Contractor to file a N01 with the BENCHMARK INFORMATION: jR 22. All Backflow devices must be installed and tested upon installation. TCEQ and coordinate with the CoCS staff. 1. TBM A: 1/2" Iron Rod 23. The replacement sidewalk shall be 6' wide, 6" thick concrete with #3 ® 12„ O.C,E.W. placed over a 10. Contractor shall adjust all existing manholes and v Ive boxes to final N: 10218207.04 - -- - - -- - " 6" Cement Stabilized Sand (CSS). CSS shall extend 24 beyond edge of concrete, grades. There will be no separate pay item will be this work. E: 3572212.88 I �.IE tE 24. The Grasspave2 shall be placed over 12 of Sand/Crushed Limestone Base Mixture (1/3 bank sand Elev: 278.28 - -- PLIA1r Va -� and 2/3 Crushed Limestone Base. 2. TBM B: 1/2" Iron Rod _ _ti A 25. All gates are sliding gates, unlessnotedotherwise. N: 10218586.91 4u , APR 7 4 2014 26. Trash compactor screening shall be a CMU block wall with brick veneer to match apartment E: 3572575.06 APR I. G�LL.t��7iNl��N �0�� buildings. Height of walls shall be equal or higher than tallest element on the trash compactor. Elev: 286.19 Gates shall be provided to the compactor that will open 180 degrees from the closed position.„ 3. TBM C: 1/2 Iron Rod 9 DEVELOPMENT SERVICES 27. All apartment buildings will have 2 water meters and clubhouse/leasing office will have a 1-1/2 N: 10219419.32 �' PLAT FILED: water meter. All meters has be located within public utility easement. E: 3572365.23 ENGINEERING 28. All apartment building will have a 4" fire line. The fire line will connect to the water mine with an Elev: 294.84 isolation valve with a lockable lid. The lockable lid shall supply the same protection as the AMP or USA, LL562 Locking Lid at a minimum. An alternate lockable lid shall be approved by College Station Utilities Director or his designee. C U in N N m h IJ. U WM O L ofl U) � U J' I W l �! e l U. (I li II 01 d IV CO 'o,Nnco M W 2; or o U N :3 Co a c U0- a 6a. SHEET NO.11 �I i i !I i �l STORM DRAINAGE SYSTEM QUANTITIES Description Quantity 2'x2' Box 4 EA 3'x3' Box 12 EA 4'x4' Box 6 EA 4.5'x4.5' Box 10 EA 10'x5' Junction Box 1 EA 3'x3' Drop Inlet 1 EA 5'x3' Curb Inlet 2 EA 5'x4' Curb Inlet 1 EA 5'x4.5' Curb Inlet 1 EA 5'x5' Curb Inlet 1 EA 10'x3' Curb Inlet 4 EA 10'x4:5' Curb Inlet 2 EA 8"0 HDPE ADS N-12 ±606 LF 12"0 HDPE ADS ±1138 LF 15"0 HDPE ADS ±410 LF 18"0 N i2 HDPE ADS ±590 LF 24"0 HDPE ADS ±181 LF 30"0 HDPE ADS ±55 LF 36"0 HDPE ADS ±1365 LF 42"0 HDPE ADS ±1826 LF C U in N N m h IJ. U WM O L ofl U) � U J' I W l �! e l U. (I li II 01 d IV CO 'o,Nnco M W 2; or o U N :3 Co a c U0- a 6a. 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X X311 A -1-10H SN3A31S *2J 311-13N GV32JdS'NllN.,95 "-lV!D S; vim:100 X311 A -1110H AiliNvnc) SMMMI -mj032jn8 3VYVN (1VE) 9'NIVY) sanIJHS NIVY'2AdS.9fNIIN C VdUVOMJOVVY snO�Ono Nvo uune NIN'UdS,9 MIN *iH.Zl, 'NIVY'­lVO.,Z/l, C SS32tdA0 Give *NIVY"UdS,9 /'NIVY'iH.Zl, NIVVIV02/1, C VNVINI!DUIA snOU3n0 NVO 3AI-1 NIVY'UdS,9 /"NlVY'iH,Zl, 'NIVY IV02/6 C V1103ISSvuo snNin H13 UVIG30 6 \� NIVY 'UdS.9 /*NIIN *iH,Z 6 'NIVY 'IVO ..Z/6 C nauvvynHS snOU3n0 NVO C13U s,auviNnHS AiliNvno SNUVVY3U 31NVN S.33�I1 AdONVO 1 anUHS'71VE) 9 �JOiVE)I��I 03SN301-1 OOOD AG C]3]IV-LSNI CINV (13NE)IS3C] 39 TIM VOISAS NOIIVE)I2A .kIIOHauo:jmne 3321IAdONVO snNHS *IV!D 9 oafW-13 21Va33 NOUVE)I2RJI 31 AIIOH SN3A31S21*N 33111 3dVOS133HIS 3321I AcIONVO 313ldt/Y00 2JOA ?133NIEM3 IIAIO 30NMJ333'c NVO 3AII wo a3NsauvwnHs ONIWO C13mjn1siciWJ3dMcId IN3ovro 33111AdONVO 3321IAdONVOCINV',kVM JO S1H9DJ'NOV9i3S iOl ONINNd 3H. Fibro imns SS321dA3 aidesVMJV 3E)VNMACI CINV S31VMS'SCINV-161 10-1 E)NI>RJVd N CIMIi nOMA SI SMIE) IVINNMAd V XJONOO�J 3A11V2100ER `E)NIAVd 9AIIV21003(1'2EAOO(]NnO219 JO 3EEA00 %00 (IN3E)31 t7LtL-069-ZL6 0809L Xi'NOS(RJVHOPJ OOC# *GAIO SNIT100'N 99L6 S�iTIIAI MJ31-1 'ONI'dmiO NOIS30 SA331N 103iIHMJV:3dVOSCINVI 099L-6£L-ZL6 Z909L SVX31'NOS(RJVHOPJ 9Zt''31S "GA -19 3CIIS3>IV-1 006Z HiINSOEI2JE) *ONI'-IVildVO GOOMNOO2J :NOIiVMJOdNI �13NAA0 OWNER INFORMATION: ROCKWOOD CAPITAL, INC. GREG SMITH 2100 LAKESIDE BLVD., STE. 425 RICHARDSON, TEXAS 75082 972-739-7550 LANDSCAPE ARCHITECT MEEKS DESIGN GROUP, INC. HERB MEEKS . 1755 N. COLLINS BLVD. #300 RICHARDSON, TX 75080 972-690-7474 NOTE 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. REFERENCE CIVIL ENGINEER FOR COMPLETE GRADING. SITE IRRIGATION IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR LEGEND TEXAS PISTACHE BUR OAK CANOPY TREE CANOPY TREE SHUMARDS RED OAK LIVE OAK CANOPY TREE STREETSCAPE TREE N.R. STEVENS HOLLY CEDAR ELM 5 GAL. SHRUB • CANOPY TREE BURFORD HOLLY CCCO 5 GAL. SHRUB CANOPY TREES NAME REMARKS QUANTITY SHUMARD'S RED OAK QUERCUS SHUMARDII 3 1/2" CAL. MIN. 12' HT: MIN./ 6' SPR. MIN. 19 CEDAR ELM ULMUS CRASSIFOLIA 3 1/2" CAL. MIN. 12' HT. MIN./ 6' SPR. MIN. 8 LIVE OAK QUERCUS VIRGINIANA 3 1/2" CAL. MIN. 12' HT. MIN./ 6' SPR. MIN. 26 TEXAS PISTACHE PISTACHIA TEXANA 3 1/2" CAL. MIN. .12' HT. MIN./ 6' SPR. MIN. 18 BUR OAK QUERCUS MACROCARPA 3 1/2" CAL. MIN. 12' HT. MIN./ 6' SPR. MIN. 13 SHRUBS (MIN. 5 GAL) NAME REMARKS QUANTITY BURFORD HOLLY ILEX CORNUTA 5 GAL., 36" MIN. SPREAD 121 NELLIE R. STEVENS HOLLY ILEX x'NELLIE R. STEVENS' 5 GAL., 36" MIN. SPREAD 38 LANDSCAPING POINT CALCULATIONS i ! SYMBOL SIZE (CAL. INCHES) NAME & TYPE QUANTITY PO VALUE POINT II 11 3 -1 MIN. 2 AREA 58 300 2003-24-14 PER CITY COMMENTS 17,400 soPROJECT fl CANOPY TREE ii O STREETSCAPE Q* qrF F 32 "MIN. CANOPY 26 CITYSUBMITTAL 300 7,800 CRESCENT POINTE TREE COLLEGE STATION, TEXAS JOB NUMBER: ROC -1301 0000000 5 GAL. MIN. SHRUB 159 LP -a of 110 i 1,590 STREETSCAPE REQUIREMENTS: STREETSCAPE i POINTS FRONTAGE: (817750) X 300 PTS = 4,902 PTS PROPOSED: 9,390 TREES: (817732) = 26 CANOPY TREES PROVIDED: 26 CANOPY TREES & 159 SCREEN SHRUBS POINTS PER PROJECT AREA: PROJECT AREA I 609,816 SQUARE FEET OF SITE AREA POINTS PROPOSED: 17,400 609,816 / 1,000 = 609.8 609.5 X 30 = 18,294 POINTS TOTAL POINTS REQUIRED: 23,778 TOTAL POINTS ;i ROPOSED: 26,790 ! 0 20'-0" PUBLIC UTILITY METAL FENCE o EASEMENT AT PROPERTY LINE N 15'-0" BUILDING SETBACK -� - ' I-- .__._ _ __.._.--}-- -�._ ._.:.___, --- err--' .....,L `-k_-•-_ -� -- --�- 1 - -- - - - - —I —I r _- _ ./ , ,, i/.�/ `./ .a�� rt . //'`,/ . //, ," ._),/ /: /./,/ ,�,/. `"✓' ''.;: j, ,'., ,,,/:, /'./,:lw.: �,, /,- ,/ • ,, -. ,{ •/ ,, / �\- x, .,/ ,./' .. ., .,/�,„f. ;,`'.�:� ,. :,• '.�`,`/ .d', / `.-,/ f. / ,.`: , ,.r\ .,• / ,/' .,-�:./�`.. ` �?: ,.,: ,,�fi, .. �"ij.\'�_>,t II. , /Y/., :`_ ::,•,/\.o�'.I i` ..;`% ��,\. ,." .r`.-`/\.-�`.`.-'-,F¢..;xr,+,��-•;, ,.:•.,: v./': . ,'<`. >,p/•,-,� ,/'.,� , :,:/ .-:•":>% .,7 .'`/ ;.`t ../ ,,�i: ,>, i ," \.- .•,,.<<,%: f\9t/<;-;/� !�: ; .,\ `" .. .•' .•.�`./,//,/.. ,\ / ,/ ./._,„i /;,; ..; ,/ /,;/, i '.'/ i,, ”. -r, :, i..////:-�/ , �f'-'�,%, v , „ -;r%�',:/,- ..c _ \/.,,"-r;l" ,/ �/"�i p ! / /{:, ..�(<. 3. ./„..:;/ `%, 0y// /:/.,`%:^ ... .\. f .;/.'��;p/ -`/, \ :y�,”< /\` ' �L / p /`/,<1 ./��,/:� .ry Q'f:/ 6•.:,°si%-\�' D �.� � . �. h" ., .` ,;,/ ;: /;>.iI•/ •/ /'.,N•.�i\`_ :-. ,J •.: w .%. /i�i./':;,r �; -, • ,!,/';;';J�- ._�,= ;:' %\ :�., ,, .--ti;` �'p ; ma\.�; `.♦ r;`.i,�.: :/ y�-,,`'v- .`. , �`,_�:`, "\:.' \r.O�:-�, `",\ �ri-'h-` ` �,\� r - �.�, ' -•. i' \' �, h . ``'_,`•'`:<'�. 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S `”•,�,t._t-,tc-� rr -\/.I �.{`_' _;...�, ._ • --t r - IL- ,,_-�-',,;1:.'� i:s� • li,tl''I tJ �i sl IiI'�5ilITyI,f Iii 'I' I t.I, 2� '`S , 'I�; I �t 1'1: I Ii ✓ ._- --'._- -_-I- .I - .. l. _'-_- ___ y-_•___ -.._-;-_--._ , ._- -.'.. .__ ..�. .�._-'II�.• __>_ c_� l _ jI ,_-. r --jiIs t r tct Jrtr/'• ' - .r ,Y _�ttiyi' .. .r. L f 51 yI -I!- 1 'I II i - t i i1I ri I ; I 1 5' -- -- _--------------------- ---------------------- - - - - - - - �V/ILLAG REE ----------------------------------------------- OUTD OR GRILLING AREA A4' BUILDING 4 B ' i"�-J-1 F.F. 281.25 METALFENCE LDING X (C)LBUILDIAT PROPERTY LINE , 8F6F---- -2 12 rm(C) 290.50 92.00 L---- ---- itLt•------------- - --- -----------------------BUILDI RETAINING WALL isF.F. __ rta Alk _ ............. ___--- - ___ CLUB It4HOUSE , y. i i _ 1tI285.06 AT PROPERTY LINOE ETAL FENCE VILLAGE GREEN ENANCE MAIN FACILITY BUILDING 1 ,10 F.F. I 293.75 A2 292.50 I7. 266.00 GRASS PAVING FOR - n - _ } - - - _ -- - _ R FIRE ACCESS 25-0" BUILDING SETBACK FIRE ACCESS ONLY7_111 _71--7 ITTAL 30 60 C/TYSUBM. SCALE." I"= 30-0" � GAAPH/CSCALE/NFEET ISSUES: i G) 12-18-13 CITY SUBMITTAL (i 01-29-14 CITY RESUBMITTAL O O II REVISIONS: 1&02-20-14 PER CITY COMMENTS it 2003-24-14 PER CITY COMMENTS it hmeeks@mdgiand.com fl 0 ii O CLIENT: ROCKWOOD CAPITAL, INC. 2100 LAKESIDE BLVD SUITE 425 RICHARDSON, TX 75082 .3 I - -- - "- - --- landscape it - - architects MEEKS DESIGN GROUP 1755 N. COLLINS BLVD., SUITE 300 RICHARDSON, TX 75080 P (972) 690-7474 C (214) 354-6934 hmeeks@mdgiand.com �a 3C pF II ii Q* qrF F 03-24-14 ( CITYSUBMITTAL I l WIMBERLY AT CRESCENT POINTE I COLLEGE STATION, TEXAS JOB NUMBER: ROC -1301 CITYSUBMITTAL LP -a of noL tv u6 vI51um Ifum uiiy puum; Illjlll-ul-ntly v1 1voluvIlul., -u-, _ Construction Detials. All inspections shall e coordinated With e measured from a point five feet above grade. staff of the City Engineer of College Station. 2. All traffic signs shall be installed so that the bottom of each sign shall 10. See Site Civil drawings for additional grading, layout information, Utility layout and Stormwater be at least seven 7 feet above the round at the base of the 3. In lieu of using the construction materials indicated in these plans, O 9 Pollution Prevention Plan. the Contractor shall obtain written approval from the. Engineer for -signpost or above an adjacent travelway. All traffic signposts shall be 11. See Landscape Architect's Plans for landscaping plan/details, security gate/fencing details and any substitution. installed 24" inches from the travelway. Handicapped Parking Signs and compactor screening details. - 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Fire Lane Signs shall be installed a minimum of five (5) feet above the / Concrete Pilot Channel 12. See Architects Plans for leasing office information. Standard 29 CFR Part 1926 Sub art P. / / (Varying g width) \ 13. A Blanket Easement for public water, sewer and electric utilities shall cover the entire site durin P - ground at the base of the sign, and 12 from the travelway or vo In p - 9 5. TRENCHING AND BACKFILLING: The backfilling of all trenches sidewalk. construction. Upon completion of the public utilities, as built metes and bounds descriptions shall within structural areas shall be accomplished with cement stabilizedsigns P 3. The hardware used to attach the to the shall be the be prescribed for the utilities. sand placed to within 6" of paving sub -grade. - The backfilling of all some as that currently used by thCity of CollgStation. 14. Building Setbacks shall comply with the City of College Station Standards of the Unified Development trenches outside of structural areas shall be placed so as to Ordinance No. 2617 achieve 85 percent Modified Proctor Density. All backfilling shall be STRIPING NOTES:'i // / � �\ � / / / / Ext. Pond Front Setback 25 between optimum and 4 percent (4%) above optimum moisture 1. Contractor shall be responsible for the layout of the Parking Area �� /y / / / Outlet. Rear Setback = 15' content. Testing shall be provided by a certified laboratory at the striping plan in the field and stripe as shown on this sheet. All Side Setback = 7.5' Owner's expense to verify these standards. Any retesting due to markings shall be white. �� // �j Z� 15. All drive aisles adjacent to the length of the buildings are to be a minimum of 26 feet in width substandard work shall be at the expense of the Contractor. 2. All paint, glass beads and application rates shall conform to TxDOT Item and comply with aerial fire truck turning radii. Structural areas shall include all sidewalks and paved . areas. For 666, Reflectorized Pavement Markings, Type II Marking Materials: 16. All drive aisles and parking will be constructed prior to the buildings. streets, alleys and parking areas, the limits of the structural areas 3. All Parking Space Limit Lines shall be solid white lines 6" wide. 17. Driveway throat Lengths of 200' and 150 exceed U.D.O. minimum standards. shall extend 5' beyond the curb lines or other paved areas. 4. All marking/striping shall conform to current specifications of the Texas 18. Backflow preventors shall be installed on all firelines and located in the waterclosets of each 6. It is the responsibility of the contractor to comply with all State and Manual on Uniform Traffic Control Devices, the TEXAS ACCESSIBILITY � building: Federal Regulations regarding construction activities. near energized STANDARDS (TAS) of the Architectural Barriers Act [Article 9102, Texas 19. See Sheet C3.1 -C3.22 for dimensions and details. overhead power lines. Additionally, the contractor. shall coordinate all Civil Statutes] from the Texas Department of Licensing and Regulation 20. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as proposed work and procedures with the City of College Station and Ordinance No. 2159 Chapter 6 Section 1 (B)(4) Subsection 602.6.8 - of the subject lot not to be visible from any public right-of-way or residential district within 150 � Electrical Division. measured from a point five feet above grade. Such screening shall be coordinated with the building 7. Where a contradiction between plans and specifications occur, the (a) City of College Station Code of Ordinances. architecture and scale to maintain a unified appearance. 5. Fire Lane curbs shall be marked Fire lane, No Parking, Tow Away 21. Irrigation system to be installed by others. Irrigation system plans shall be ruled as superior. " " 8. Trenches. may be left open overnight if properly barricaded to Zone with minimum of 4 letters. must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow prevent pedestrian access. Device, or a Double -Check Back Flow Device and Installed as per City Ordinance 2394. 9. It shall be the responsibility of the Contractor to file . a NOI with the BENCHMARK INFORMATION: 22. All Backflow devices must be installed and tested upon installation. TCEQ and coordinate with the CoCS staff. 1. TBM A: 1/2" Iron Rod 23. The replacement sidewalk shall be 6' wide, 6" thick concrete with #3 0 12" O.C.E.W. placed over a 10. Contractor shall adjust all existing manholes and valve boxes to final N: 10218207.04 6" Cement Stabilized Sand (CSS). CSS shall extend 24" beyond edge of concrete. grades. There will be no separate pay item will be .this work. E: 3572212.88 24. The Grasspave2 shall be placed over 12" of Sand/Crushed Limestone Base Mixture (1/3 bank sand Elev: 278.28 and 2/3 Crushed Limestone Base.) 2. TBM B: 1/2" Iron Rod 25. All gates are sliding gates, unless noted otherwise. N: 10218586.91 26. Trash compactor screening shall be a CMU block wall with brick veneer to match apartment E: 3572575.06 Elebuildings. Height of walls shall be equal or higher than tallest element on the trash compactor. M C:: 1 1 /2 /2" Iron Rod Gates shall be provided to the compactor that will open 180 degrees from the closed position. 3. TBM " 27. All apartment buildings will have 2" water meters and clubhouse/leasing office will have a 1-1/2" N: 10219419:32 water meter. All meters has be located within public utility easement. E: 3572365.23 28: All apartment building will have a 4" fire line. The fire line will connect to the water mine with an Elev: 294.84 isolation valve with a lockable lid. The lockable lid shall supply the some protection as the AMP or USA, LL562 Locking Lid at a minimum. An alternate lockable lid shall be approved by College Station Utilities Director or his designee. `J v STORM DRAINAGE SYSTEM QUANTITIES Description Quantity 2'x2' Box 4 EA 3'x3' Box 12 EA 4'x4' Box 6 EA 4.5'x4.5' Box 10 EA 10'x5' Junction Box 1 EA 3'x3' Drop Inlet 1 EA 5'x3' Curb Inlet 2 EA 5'x4' Curb Inlet 1 EA 5'x4.5' Curb Inlet 1 EA 5'x5' Curb Inlet 1 EA 10'x3' Curb Inlet 4 EA 10'x4.5' Curb Inlet 2 EA 8"0 HDPE ADS N-12 ±606 LF 12"0 HDPE ADS ±1138 LF 15"0 HDPE ADS ±410 LF N 12 18"0 HDPE ADS ±590 LF 24"0 HDPE ADS ±181 LF N i2 30"0 HDPE ADS ±55 LF 36"0 HDPE ADS ±1365 LF 42"� :HDPE ADS ±1826 LF Station Utilities Director or his designee. `J v C0- U t� V) C:11fD Wij U uUii� � O to UI! Ln J Ii II c Ii ry .0 �I Z � W N M c o n v =0° �CNn CO W C X M'� d F CY a) O 3 „� oyc i maOr. 4S Oyv U pO �r U O O 6 a.. �i SHEET NO. I� X4.1 ',%J1 Station Utilities Director or his designee. `J v