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HomeMy WebLinkAboutDrawingscn ti ltd 1 G) 9D °m CA) IM mm CA) D \\ \ k-,UppulllClu 1-cur-,6,.Vvcty PLANTING Texas N -Ace W/ --1" O.C. tox el KNC CD 0 tok ca Cl) m z > Ol '8 0 ZF o k-,UppulllClu 1-cur-,6,.Vvcty PLANTING Texas N -Ace W/ --1" O.C. tox el KNC { 3 : P , � HT r METAS t t o ------------------- ___PENCE (TYr� .____________ ____________________ _________________ --- -- -- --_------------------------- ----------------------------- -____ __-___-- -__--------------------------------------------- --- �rO U - r t W LANDSC,4F' POINT CALCULATIONS S, _ •-,_--_---- - SECTION l) SYMBOL SIZE + _ OU)NER /NFORt 1.47/0N v a ® ® I CAPITAL, INC. (CAL- INCHES POINT T CQUANTITY VALUE POINT w W ® - 2100 LAKESIDE BLVD, 8TE 425 " M/N z RICN RDSON, TEXAS 7508? 15 300 4,500 E� E-, Z PRCaJEC7AREA o MIN Cw w OPY•TREE 17 150 2,550 0 0 a a a ® ® LANDSCAPE ARCH/TEC-r PROJECT AREA +�` `>f MEEKS DE GR�DUP, INC.„ MIN NCt +-CANOPY 6 40 240 ,O : -,, MapcS HERSE ' 1 i ®® a ®® - �, .:� R tAL $LVD„_STE 270------- „ j + -- �?.'�'.� TX 75081 i MIN t2 REQ. ?I 972-690-7474 + FYI SCAPE 01) (114_ MIN + Nil! I _ �� = CAI.. TREE 3 i _ 300 900 + • ` + P2 MIN. STi ETSCAPE IID RECL arAITN .0�4NOPY 40 0 O OR N� � a 5 GAL. MIN. SCREE > ,�� 0 i + ® 220 o v,, - n, r. - ___- - STREETSCAPE: 0520 /50) X 300 PTS = 3,120 PT,r,� STREET--- E POINTS _ , d PROPOSED: - (520'132) • 11 CANOPY TREE,8v--- 3,IIDID s _ PROVIDED: 12 CANOPY TRE { POINTS PER PROJECT AREA: IID NON-CANOPY TREES + 1� . _ r _. 202,55? SQUARE FEET OF SITE AI�:EA -' CONSTRUCTION SEC 202,55'7 / 1,000 • 202.55 -- SECTION- 202.55 X 30 6.0'7'7 POINTS PROJECT AREA + ,, _ 1 BOUNDARY LINES (T1'P) ®® POINTS PROPOSED: �,Z9ID TOTAL POINTS REQUIRED: 9,19'1 TOTAL PDI NTS PROPOSED: 10,390 { N 7"rPIC4L CANOPY TREE L IST: + '.soft QU S ill 3 CAL. MIN, A 12' HT C� - t • SM MIN. •-ter CEDAR CRASIFOLIA �l IN 3 /? CAL. M O Ute' ' 1 L 1 YE OAK 12 HT. M1N / 6' SPIR MIN. CD '' �� -~ ~ fit",i� • QUERCUS VIIe'�s NIANA 3 //2" C . M/1� _ T2 �.. HT. M/N • ®® � ��.-- MIN/ 6 BAL PR QQ h _ . _ �� _ - �� /r• 1 . ` I '`'1 l'�i iti ` R` w : } { - i 2Nw6YAE«►I7 SHUMARDI/ 'T CAL. 1 ® '' • ® / , ,°; ;,��'1 • • CHINESE PISTACHE SPR M1N O • ® r ,. 3 I/1" CAL. MIN PIBTAC14 CNINENSl5 12' HT. MIN/ 6' SPR BURR OAK O o // I �e -✓ ERCUS MACROCARPA 12' HT. M H b1' SPR M1N. e i T : (pC' UTYP/C4L + NON-CANOP TAME_L/ST� ENTRY GATE W/ ®� ®� • _ EXAS ' CER( 2" CAL. MIN KNOX SWITCH AND -• „•� � Y.4UPON TREE 8' HT. KNOX BOX M1N./ 4' SPR MIN �� �,ti ♦ ILEX VOMITORIA 2 CAL. MIN. v V :.� . ` / EX/CANPLUM8' NT. M/N/ PR MIM + :. , I j f'R1.INU2 , C . MIN, MEXICANA '� t S V 8 HT• MIN./ 4 SPR MIN p TEXAS LAUREL -518 `, l SOPHOR,q S A41-• MIN. � nn w - + t ®� \ v SUMAC ECUNi�IFLORA 8; HT. MIN/ 4' SPR MIN. �J \ l • SHINING 2 l? CAL. MIN HUS COPAL ! 14 0 •, .t 4 _ ® d o �® SCREEN SHRuo LIST (MIN. 5 GAL) Itis d q d ` loo SURFORD HOLLY ILEX COWUTA r ? ° 0 i` OLEANDER \ Com d : �,� �. , = NERIUM OLEANDER '; PITTOSPORUM PITTOSPORU1r1 TDBIRA "WHEELERS DWARF" + TEXAS SAGE LEUCOPI-/VELUM F RU'iESCENS 1.Tq µ 7. 4 ° 'a NELL/E R STEYENS HOLLY ILEX x 7�IEL I L EVENS 100- SECTION3j /^ PROJECT NAME 00 00 SECTION SECT/ONQ CRESCENT POINTE ,IBILITY \ TRW(rYP� .. ® NOTE: ; 10090 COVERAGE OF GROUNDCOVER, DECORATIVE PAYING \ / DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED SECTIONS \hr IN PARKING LOT ISLANDS, WALES AND DRAIN THE PARKING Lor SETBACK, RIGHTS OF WAY, AND AREAS, COLLEGE STATION �`SECT/ON2� _ ADJACENT PROPERTY DISTURBED DURING CONSTRUCT 6' HT• METAL FENCE ION. TL+'S' Wi -r' Hr. coLUMNs \ �'`v _ 50' \ SECRON6 a MEEKS DESIGN GROUP \ TE IRRIGATION KF MAN uoo CRN EMIT L BLVD. faro lQ ZL RIC8ARD90N, 7'sses 76081 R/GArIoN SYSTEM WILL BE DESIGNEI �� • 1 '4D INSTALLED BY A LICENSED IRRICI'OR (e70)ee0-7474 �a FAX (e72)890-7878 CITY51IBMITTAL PLAA4) TIT,y SCALE,' >"_ 30=C� SUBS0" wl� rNAL DATREVE C � A FOR 20/27 06 ,'p rCOMPLIANCE SCALE ol��& -z" _,r. n SHEET 5 2006 PLO 01 COLLEGE STATION 6' HT. METAL FENCE (TYP) •" MIN. PROJECT AREA 8 300 2,400 • 1100 CANOPY TREE RICHMSON, TRW 75081 (972)890-7474 2V MIN. CANOPY TREE 9 150 1,350 z PROJECT AREA W SCALE 1"-30'-0" SHEET 2" MIN. NON—CANOPY 2 40 80 0 2" MIN. TREE 0 40 0 0MIN. MIN. STREETSCAPE 5 REQ 3 300 900 + 34" MIN. CANOPY TREE 0 300 0 STREETSCAPE 6 REQ + 2" MIN. NON -CANOPY 0 40 0 + TREE 5 GAL. MIN. SCREEN CSB 0 10 0 O OR O 5 CAL. MIN. DRUEN B 129 10 1,290 STREETSCAPE:STREETSCAPE POINTS (256'/50) X 300 PTS ■ 1,536 PTS PROPOSED: 2,190 (256'132) = 8 CANOPY TREES PROVIDED: 5 CANOPY TREES i 6 NON -CANOPY TREES POINTS PER PROJECT AREA: 68,621 SQUARE FEET OF SITE AREA 68,621 / 1,000 ■ 6"3 PROJECT AREA 68.&3 X 30 • 2,060 POINTS POINTS PROPOSED: 2,480 TOTAL POINTS REQUIRED: 3,596 TOTAL POINTS PROPOSED: 4,610 1 i 1 I. I 0 -um CONSTRUCTION SECTION - 1 00 f SECTION 00 ttEYPL4N (:"C1TrSl1BM1TTAL PLAN(C(JNST. SECT/ONLE.,.m.o SITE 1R1GAT10N IRRICiPON SYSTEM WILL BE DESIGNED AND ISTALLED 8Y A LICENSED IRRICiATOR nc i r�ur LANDSCAPING POINT CALCULATIONS (SECTION 3) SYM50L SIZE NAME POINT (CAL. INCHES) t TYPE QUANTITY VALUE POINT 1,l,, nn, 0 " MIN. TEXAS .4 300 1,200 • 1100 PROJECT AREA RICHMSON, TRW 75081 (972)890-7474 2V MIN. CANOPY TREE 9 150 1,350 z z W SCALE 1"-30'-0" SHEET U PROJECT AREA O 0 2" MIN. NON—CANOPY 0 40 0 a tREE a + 34" MIN. STREETSCAPE CANOPY TREE 0 300 0 STREETSCAPE + 2" MIN. NON -CANOPY 0 10 0 TREE 5 GAL. MIN. SCREEN CSB 0 10 0 O OR O STREETSCAPE: N/A POINTS PER PROJECT AREA: 61,944 SQUARE FEET OF SITE AREA 61,944 / 1,000 is 61.94 PROJECT AREA 61.94 X 30 ■ 2,038 POINTS POINTS PROPOSED: 2,550 TOTAL POINTS REQUIRED: 2,038 TOTAL POINTS PROPOSED: 2,550 1,l,, nn, 0 PROJECT NAME CRESCENT POINTE COLLEGE STATION, w TEXAS MEEKS DESIGN GROUP 1100 awnU R& BLVD. #270 RICHMSON, TRW 75081 (972)890-7474 FAX (972)890-7878 TITLE CITY SUBMITTAL DATE z z W SCALE 1"-30'-0" SHEET U U O a a a PROJECT NAME CRESCENT POINTE COLLEGE STATION, TEXAS MEEKS DESIGN GROUP 1100 awnU R& BLVD. #270 RICHMSON, TRW 75081 (972)890-7474 FAX (972)890-7878 TITLE CITY SUBMITTAL DATE 10/aZ/06 SCALE 1"-30'-0" SHEET PLO. 02 - - - -- - ZIHE[NflN LDHrOZid d. NIOd JNHOSHHO �wenr .T.nrJrnN.T " OUL V A S 27M)MMMOO le�;� 6�m CLn .� WAA 1 1�— 0 O Q.. w Z� z �} 0 0 0 A 0 Hw U w W F z0 e �U @ LU w O 6i 6i 0 0 ul U Q w Z _N Z v u �- 111 d1 WZ � " OUL V A S 27M)MMMOO le�;� 6�m CLn .� WAA 1 0 0 w N O! cel n A 0 0 9 A 0 Hw � w W F e e @ a s O 6i 6i 0 0 ul Z U u �- d1 WZ � lu oz 0 0 N Ci O lu Q� QOM Q� Qzw w� �� Q LU lu w Ci N ul w lu _ �Q r W— cd _Z O�i) ILX R h- �NC'40 1 • • ♦ + 0 as a aA i + * p D ILL " OUL V A S 27M)MMMOO le�;� 6�m CLn .� WAA 1 1i 1 1 1 1 _ O U / i t .� V Q -�scacrrz�a � r 0 0 w w E Hw � w A F e 1i 1 1 1 1 _ O U / i t .� V Q -�scacrrz�a � r 0 0 04 Q d) e e @ a s O w" Z U d1 WZ � LL. IL I- Q� QOM Q� Qzw w� �� Q Inu� tu mL tW I z w . q w O Z u tau + * p D 0�X lu O .� " Vo 0 TE Zx w w o 0 0 n� !=P 'M .�!mn N cA rnb � z b m I" X. t�tb-"4 ri O�Z m mzb b b b mas i !LEGAFM•• OF �e Ai C-2 • TF:�,' II ® Parking Spaces per Row i" Sanitary Sewer Cleanout - 22 Total -; TIES LP I 2 OD •. * 1 I I. AL14M DEVELOPMENT PROPEl4 * • • CRESCENT POINTE _�C- J Area Dram - 41 Total 0 .,*DALE••••••• NE, R. =+M.� O 2 X 2 Inlet - 7 Total � J. *DALE* J R. PH 1, BLOCK f LOT 1 21.7096 Ac. r Ij • 81890 VOL. 6589 PAGE. 2,38 r Ll � CI -Curb Inlet - 16 Total CITY F BRYAN N. T.S. �••ZONE C-1 III ri GI -Grate Inlet - e Total I O MH Storm Manhole 7 Total CO E E 11 �F'• Cl.. ;,� I O Sanitary S TIO 1 SS E: I rR ° I MH -Sanita Manhole - 14 Total - 4 FH -Fire Hydrant - 5 Total O L •• I I park Hudson Proposed Fence 10' P.u.E. o WC - Water Closet / Fire Department Connection 13 Total Po I to' P.U.E. _ _ - _ __ _ _._ eat (see site Plan � ^. _ _ � � __ � - (Typ.) _ _ (See site Plan � Water Service Meter - 15 Total � � CIN LIMITg ' � M e60 m a`~ Note 1:} `- - _ - - - `- �' N 44'1521" E - 891.24' 4 fJote 14.) - Retaining Wall - 28 Total LINE I I _ n, ISSUED FOR BID NG Z _ �'" t -as -8S --8S- 8" Sanitary Sewer - ASTM D3034, SDR 26 PVC - Approximately 2100 linear feet. r el 1 AND CONSTRUCTION J7.5' SBL7.5' S8L JO -Y o// TBM A. e f3S Offss--ss--ss- 6" Sanitary Service - ASTM D3034, SDR 26 PVC - Approximately 1030 linear feet. r� °' n �-/ t quare 1n R, - FI E' . EP.0 IRE E FIR 1 E 4S -4s -4s- 4" Sanitary Service = ASTM D3034, SDR 26. PVC - Approximately 65 linear feet. w ,- N Back of CurbO�j I fl E E Fl E E pIRE fl n E NE E E IRE �7 rY - _. C 10' P.U.E. / ,eC cr P O ;{e N• -1689.Y6I - I ( 5 8w 8w CL200 PVC - Approwmately 2960 linear feet.. ttt a (I E: -3761.37 , 5 o s 8 Waterline - AWWA C909, State Hwy 30 a Elev.- 2.99.96' ( 00 R INE Fi E ? FIRE LANE ,RE Fl E L BS I N m 4w 4w 4" Fire flow Waterline - AWWA C909, CL200 - Approximately 1170 linear feet. c g i z 4 TTT7�� FIRE IANE .O S :+� sss sss 6" Storm Drain -ASTM D3034, SDR 35 PVC -Approximately XXXX linear feet. Ea Landscape 1g$$ " k SDR 35 PVC . Approximately XXXX linear feet. m ° m. � Easement t6' .� - � "-- ass sss 8 Stonn Drain -ASTM D3034, - P Y � V O I� w - - " I O r`r1Q 12SS 12SS 12 Storm Drain - ADS, N-12 ProLink Ultra, HDPE -Approximately XXXX linear feet. c z -18Ss 18SS - 18" Storm Drain - ADS, N-12 ProL!nk Ultra,. HDPE Approximately XXXX linear feet. -24Ss 24SS - 24" Storm Drain - ADS, N-12 Prolink Ultra, HDPE - Approximately XXXX linear feet. a 0 I (m Bui/din 1 m 9 �' -3oss loss 30" Storm Drain - ADS, N-12 Prolink Ultra: HOPE - Approximately XXXX linear feet. B 8 Building 8 ;� I m N z x n I Type /// s _ - �� z T e // �,, o -3sss 3sss -= 36" Storm Drain ADS, N-12 Prolink Ultra, HDPE - Approximately XXXX linear feet. 0 U $ N: w s ' . �^ 9' yP Building 9 oU m c=� v r- _ w I Type // -' .Proposed Fence. � (Tvp) - • - - - - - 2-1 /2 Metered Waterline (CL200-ASTM D2241) for Apartment Buildings - 2 Metere I I r 1-1 /2" Metered Waterline (Type "K" Copper Tubing) for Leosing - 2" Meter. 1*1 r I 3/4 Metered Waterline (Type "K" Copper Tubing) for Maintonence I" Meter V� (`I n � ty MQrp I W 4 s Approximately 1350 linear feet of metered waterline - . Building 7 otk * e„r qua FIRE LANE Fire Lane - '' T e / "s Buildingand Landscaping Section Lines (n W yP ��I.�.�i��lccr�{1�:1 .�� - - • - - P 9 (n X855 _ Ss s' Pedestrian -Building Setback Line (SBL) Z a� Gate SITE PLAN NOTES. j o 9ENERAL _CONSTRUCTION NOTES: I! ' I ff <- �•, _ S� a a ,j 3 1. This property is currently, Zoned R-4, with 19.65 units per acre. 1. It shall be the responsibility of the Contractor to verify the exact . 6 U 2. Owner &Applicant: Rockwood Capital, Inc. location of all existing underground utilities. Furthermore, the 3. Proposed Use: Contractor shall contact all utility company re resentotives a � com S eF � � L.I{�i, r,-, p Y P Y P _ r Pro Apartment Complex minimum of 48 hours in advance of an excavation. �$5 P P P y F 10' P.u.E. Gross Square Footage for Building Type L• 26,705 SF a. Contact Dig TESS ®1-800-344-8377 t �•�1 �+ N cP y,v (See Site Plan Nota 14.) Gross Square Footage for Building Type 11: 28,205 SF 2. Construction within Public Right -of -Ways and easements must equal Gross Square Footage for Building Type III: 26,890 SF or exceed the BCS Unified Technical Specification and Standard - Fn Gross Square Footage for the Leasing Office: 6,912 SF Construction Detials. All inspections shall be coordinated with the \ Gross Square Footage for Maintenance Building: 400 SF f f n G qu og g staff o the City Engineer of College Station. > Bui/dino 6 \ 13 Apartment Units, 1 Leasing Office, 1 Maintenance Building. 3. In lieu of using the construction materials indicated in these plans, \ T eV // ' „/ ° Building 10 4. PARKING ANALYSIS: the Contractor shall obtain written approval from the Engineer for . LIJ yp Q / Type // One Bedroom Units = 156 � Two Bedroom Units = 124 any substitution. Total Bedrooms: 404 (All Bedrooms ore over 130 square feet.) 4. Trench Safety Requirements shall be !n accordance with O.S.H.A. S/dewo/ 404*1.5 606 Required off-street parking spaces Standard 29 CFR Part 1926 Subpart P. in Total Garage Spaces 56 spaces 5. TRENCHING AND BACKFILLING: The backfilling of all trenches Total Parking Lot Spaces = 550 spaces within structural areas shall be accomplished with cement stabilized w / Sia s " Total Off-street Parking Spaces 606 spaces sand placed to within 6 of paving sub -grade. The backfilling of all Building 2 8 �\ Handicap. Spaces Required: 2% of total - 12.12 13 Provided trenches outside of structural areas shall be placed so as to Type /// r b 5. ISLAND GALCULATIQJ�S: achieve 85 percent Modified Proctor Densit All backfillin shall be \` ped 1 p� 8 a * - Y. g cl° °e `' - ' • 304/15 180 Sq. Ft. - 3,648 Required Sq. Ft. of ulterior island between optimum and 4 percent 4% above optimum moisture landscaping. content. Testin shall be provided b) a certified laboratoryat the `�' 4• side 8 I Total interior island landscaping proposed = 23,395 square feet 9 P y \ `\ 1 \ \� � Leosin9 o wa/k $ o P 9 P P _ q Owners expense to verify these standards. Any retesting due to U \\ V 6. WATER. AND SANITARY SEWER 'DEMANDS: substandard work shall be at the expense of the Contractor. Z Total Bedrooms: 404 Structural areas shall include all sidewalks and paved areas. For \\ • ,.# At 1.5 persons per bedroom, 404*1.5 = 606 persons streets, alleys and parking areas, the limits of the structural areas - to### 12 " ooY, Average Daily Use = 100 GPD*606 persons = 60 600 GPD shall extend 5' beyond the curb lines or other ## # # l � � y paved areas. Peak Hourly Flow: 60,600 GPD*4/24 =10,100 GPH 168.33 GPM 6. It is the responsibility of the contractor to comply with all State and z �\ \ \ \ # Rate of Return = 85% 168.33 = 142.80 GPM}• Federal Regulations regarding construction activities near energized n � �o##-=_ � - # � Building 11 ", �' � ' 9 9 9 \ # _ ` _ = # r, r ` T egi LL 7. RFl E FLAW CALCULATIONS: overhead power lines. Additionally, the contractor shall coordinate all M yP din All buildings are Type V -B. ro osed work and rocedures with the Cit of Colle a Station W > o Largest building area of all floors: 28,205 square feet proposed P Y 9 T_ Fire Flow required according to table in C.S.U.D.O.: 4,500 GPM Electrical Division. Z N to �1LO , q 9 7. Whe e a contradiction between plans and specifications occur, the - 4 15' W.E.:' . ; . ' Adding peak flow for the system during afire flow situation: 4 668 Y 9 plans shall be ruled as superior. S 00 .►. � ,��`.• 9 �. �; (See Note on .= GPM S. Trenches may be left open overnight if properly barricaded to I` A page 2) � O � r. P.U.E. Firelone a ,� A reduction in required fire flow o, -50 percent is provided due to prevent pedestrian access: 1 Qj (See Site Plan See Site Plan <J ( J, automatic sprinkler systems in building (Page 371 in Fire Code) 9. It shall be the responsibility of the Contractor to file a N01 with the > ccs %Note 14.) Note 19.) LP 3 -• = ` - Proposed Fence Fire Flow - 2,334 GPM across two hydrants state and coordinate with the CoCS staff. m •`= x 6� ^ £ e Lam (Typ•) 8. BASIS OF BEARINGS: _z 0 06 ia) eR 1 , N. The basis of bearing is true north determined by solar observation SIGN INSTALLATION NOTES: {`,• _ ..- -•_ . a 6$ (CQ.- Maintenance ,» O C 00 \ ,:,_. s and calculated b using the hour angle method, wbil observing at 1. All signs shall be posted on 8'-6". 2-1 2 outside W O r t ci; Bui/ding Y 9 9 9 9 P/ W 15' P.u.E. Latitude: 30'38'45", Longitude: 96'17'11" on Novem� er 8, 1996, diameter Golvanized Steel Pie Signposts that wei h v - 00 .-�► 1(� j Via' Sg (see site Pion : } I_ 9 P9 W p ca c• ) Note 14.) S�dew m L_ using three direct and three reverse positions with itoelof's Prism. two (2) pounds per linear foot. These signposts shall p M � _ 9. According to the Flood Insurance Rate Maps for Erozos County, be placed a minimum of 2.5 to 3.0 feet into the ground Z o rn .A �,� •• --, S`' ,----- , -- -- -- ...;, � , , � � �:~- _ Texas and Incorporated Areas, Map Numbers 4804._,...161 C, in a dug or drilled one -foot diameter hole. The sig^ r� , ., ,^ & e r effective July 2, 1992. This property is not ioeclted in the 100 post shall be placed vertically plumb in the center of � O ; ✓ ; f^ F. / . _ _.,:. ,lel a Year Flood Hazard Area. t.) Z c� - � c '� the hole and secured with a minimum of two Z socks L• o p -t-- t jl . tP 10' P.U.E. \� Building 3 `f' "� ' '' �" ) _ J, // t ` 3 1 1P (see Site Plan 10. All roof and round -mounted mechanical a ui rria shall be ( +: �, _ g q P • of sackcrete. The concrete mix shall be hand tam ed W \ Type / {` - t,'- 1r, r BSS 101 Note 14.) screened from view or isolated so as not to be vi... -;'le from an P I c,`l4`!..iI; !C;?Y as necessary. N _FIRE LA -. f1 .E £ IRE LAF -iii public right-of-way or residential district within `5a of the subject 2. All traffic signs shall be installed so that the bottom of each sign 9 shall be at least seven 7 feet above the round at the base of / O > -• 8 s ° lot, measured from a point five feet above rade. / 25' Landscape :p 8 S 8 \ ) g Easement 8S 8 24 a 11. See Site Civil drawings for additional grading, layout information, the signpost or above an adjacent travelway. All traffic signposts 2 Utility layout and Stormwater Pollution Prevention Plan, shall be installed 24" inches from the travelway. Handicapped a _ -Ala R� S �8 8 CITY OF COLLEGE STA770N 12. See Landscape Architect's Plans for landscaping kin details, �� �•1r p p 9 P : / Parking Signs and Fire Lane Signs shall be installed o minimum of - CRESCENT PO/NTE • security gate/fencing details and compactor screer�l.;g details. five (5) feet above the ground at the base of the sign, and 12" o, S S9 s PH 2, BLOCK 3, LOT 1, 5.05 Ac. 9 . � "D 4, • � "� � ° ` �, " j� Bui/ding 5 i VOL. 7402 PAGE. 169 13. See Architects Plans for leasing office information., from the travelway or sidewalk. Type /// oo i PARK DEDICAT/ON 14. A Blanket Easement for public water, sewer and e!'sctric utilities 'r. The hardware used to attach the signs to the signposts shall 5 ZONE R-4, Mufti -Family shall cover the entire site during construction. Upon completion of be the some as that currently used by the City of College Station. \ \\ \ �+1Q the public utilities, as -built metes and bounds descriptions shall be 0 - A mss prescribed for the utilities. MIIPIN,G NOTES: h Building 4 ` 15. Building Setbacks shall comply with the City of Colege Station 1. Contractor shall be: responsible for the layout of the Parking 44 s9�o, Type /// u, m A Standards of,.the Unified Development Ordinance No. 2617 Area striping plan ••in ,the field and stripe as shown on this Front Setback = 25 sheet. All markin s ehall be white. 15' SBL 3 S • 2. All paint lass beads.and application rates shall conform s$ --_.. Rear. Setback 15 9 PP \ X \ --•"" \` ` - to TxDOT Item 666, Reflectorized Pavement Markings, Type 11 _1__7�Pro osed Fence ° 36S '`� Side Setback \ t"" - 8W- p $ 16. All drive aisles are a minimum of 26 feet in width and comply Marking Materials. g yP -=BW�-C1 (Typ-) --84N- 1 1 ` 36S$ \ with aerial fire truck turning radii. P y 3. All Parking Space Limit Lines shall be solid white lines 6" i '"- `-" �'- _ '86Y ��36 17. All drive aisles and.,parkin will be nor to the wide. to' P.U.E. SS \ g P W 36 \ buildings. Buildings and landscaping shall be constructed/installed 4• All marking/striping shall conform to current specifications Crj pQik ��` r�` ;� S$ in the six sections shown. of the Texas Manual on Uniform Traffic Control Devices, the m 04 / i- P01/�t8 Square rn Back of Curb. Public Sanitary _ \\ sey-''� /16SCV'n� , N: -1708.30 I I Sewer �� ��?` �8{1-` 18. Driveway throat Lengths exceed U.D.O. minimum standards. TEXAS ACCESSIBILITY STANDARDS (TAS) of the Architectural T. N ��! c 7Q R�w a _ _ E: -2717.47 ----. _ r„ �� 19. Fire lone that consists of porous pavement shall Ips GeoWeb by Barriers Act [Article 9102; Texas Civil Statutes] from the W Pdg Elev.= 295.25 �� ,` `,-,% �' �. Presto, and shall be installed in accordance the manufactures Texas Department of Licensing and Regulation and Ordinance s - i 5 fe :_._.S5 _.:,. �� � v C017CI8 ____SS- �S - SS--� _ TM a \ 8k� specifications. The ground under the Geoweb shall be compacted No. 2159 Chapter 6 Section 1 (B)(4) Subsection 602.6.8 (a) Cn Z Q SS-- - to 4% CBR or greater. The Geoweb shall be filled with a blend of City of College Station Code of Ordinances. I•" O CL , �4- `� 53'51 Er _ 26 --~ -�60% aggregate (crushed rock) and 40% topsoil infill. The Z W N aggregate portion should be angular with a porticIn range from BENCHMARK INFORMATION: Z W Square in Back of Cur . 55 3/16 in..- 5/8 in. A one inch layer of topsoil shall then be 1. TBM A: Chiseled square in back of curb. > c!' - " Mv S$ -- laced on the Geoweb s stem and h dromulched to aid in N: -1689.36 N: -2061.3E: _2975P_f1 E.00 T( - \ vegetative growYYrElev.301.53 1 \ AtJ. 20. Backflow preventers shall be installed on all firelinss and located in Elev: 299.96 C ) -!SS the waterclosets of each building.2. TBM B: Chiseled square in back of curb. Q = O ��' 21. See Sheet 3, 4, 5 & 6 for dimnsions. N: -2061.36q Q '' 22. All roof and ground -mounted mechanical equipment shall be E: -2975.00 W W screened from view or isolated so as not to be visible from any Elev: 301.53 W W F- Z SITE PLAiV public right-of-way or residential district within 150' of the subject 3. TBM C: Chiseled square in back of curb. I'_ Z Q lot, measured from a point five feet above grade. Such screening N: -1708.30 �. Z W \ shall be coordinated with the building architecture and scale to E: -2717.47 O maintain a unified appearance. Elev: 295.25' 0- N 0 SCALE: Hor. 1" 60' 23. Irrigation system to be installed by others. Irrigation system U) a' 1- O 0 30' 60' must be protected by either a Pressure Vacuum Breaker, a F- Z Reduced Pressure Principle Back Flow Device, or a Double -Check Z W HANDICAPPED PARKING MINIMUM 6' WIDE Bock Flow Device and Installed as per City Ordinance 2394. W V J SIGN CONCRETE SIDEWALK 24. All Backflow devices must be installed and tested upon installation. MINIMUM 6' WIDE CONCRETE SIDEWALK OR LANDSCAPED ELEVATION W W > Z` J ISLAND WITH A MINIMUM CURB'RAMP RESERVED » z 6" DEPTH OF 4' MAXIMUM GRADE: 8% CAFMRVAIN 1/ 2" #4 Bar , 6' MONOLITHIC 3"R CURBC3 P&QUIFED N #4 Bars ® 18" O.C. ❑ +11'r 6' MONOLITHIC 6 rzEa CURB 9' Q +:r Y 0+1 004* 2z�Ae�?�x� ;tea 6„ Reinf. Conc. Pvmt. 9' .5% AX. 12 x18 Reflective (Y PARKING Finish Metal Sign () V per ADA Standards. W ® 12"x6" Reflective Finish Metal Sin per ADA Standards t Van a to Accessible Space Only.to VAN M ACCESSIBLE (� UJ n .Azr �' t, ^ �f� ��� 00 Nu I REQulmmu P2 fa GALVANIZED STEEL SIGN �w/#4 Bars ® 18 O.C.E.W. #4 Bars C� CONCRETE (3,000 psi) - LOP IN LL • POST SET PLUMB IN CONCRETE D TI S. CURIE Ti4BLE 1'_0" FOOTING. PROVIDE GALVANIZED vj� 6 ;., �� € y,}•1 x F • (See Plans for Location) 1g" O.C.E.W (See note below for thickness) - G'1H RADIUS DELTA CHDRD BEARING STEEL CAP WELDED TO TOP OF ' �s�H>} VAN C1 460.39' 1035.00' 2529'11" &39;38291W PIPE. PAINT PIPE AND CAP. 1■ �.4tr,'itSK,.k.4;.�.k�-�. hie-",�..7!('rte,-s.`•'.2.e:34?'>�ie°F. .:,iv -�� ACCESSIBLE C2 146.04' 1655.40' 5'03'17" T'7! 42'.32'W --FINISH SIDEWALK GRADE 12, 2� � _ C3 370.08' 745.00' 2827 42" S.5 00'22 "E SHEET NO. 6" Lime Stabilized �_--� I, ((_ I I I i-) subgrade with 6% 9' Lime by weight. ® iM ` „ 6" LIME STABILIZED I' � �- ��cC -01 �.� �� 6" Reinf. Conc. Pvmt. 6" Reinf. Conc: Pvmt. SUBGRADE (5% BY WEIGHT)a w/#4 Bars @ 18" O.C.E.W. w/#4 Bars ® 18' O.C.E.W. COMPLIANCE ' r tP an r Note: Concrete thickness shall be as follows: (See Plans for Location) (See Plans for Location) �� 9 A. 6" for all drive isles and parking areas DEC 0 5 2006 B. 5" far driveways.. TYPICAL PARKING TYPICAL HANDICAPPED PARKING TYPICAL 6" MONOLITHIC CURD HANDICAPPED PARKING SIGN - It It PAVEMENT DETAIL PAVEMENT SECTION SPACE DETAIL SPACE DETAIL ELEGESTATION ENGINEERINGR7-8 PER M.U.T.C.D.) OF 33 SHEETS 4&3 SITE PLAN -SOUTH QUADRANT SCALE: Hor. 1" - 20' 0 10' 20' Building Type /// = J DALE BROWNE, JR. 81890 ' 40 NA •••• ISSUED FOR BID ING AND.CONSTRUCTION Quadrant Legend 0 Scale: N.T.S. N 6 m E 8 o ; NOTES: a 1. See Sheet 2 for Legend, Site Plan Notes. General a c Q Construction Notes and Striping Notes. o z3 8 8 0 C V O N W o O V 4 S z O LLQ o moo. 0:� - FRE V z z W> o z U) 00 0U) mO MX 1 06Z o W c 00 W W U o C W a c>s m Z 8 u) co U o � a) V Z v (c - �W ov0) z w i (M Y U N o0� � m�� Q =�� OZ� C0 Q CV F— = W> , W �a k tD t'A W OC.W Z W z LL F-000 z OF - r EVIE E FOR .. Q a W-1 DEC 5 2006 0.. v W z co d COLLEGE STATION W W W v d� DEVELOPMENT SERVICES v U REVI OR PO)NTE COMPLIANCE DEC 0 5 2006 CRSS ©�W� SHEET NO.oA. COLLEGE STATION NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING COMPONENTS FOR CONSTRUCTION SATETY. AND PROTECTING ALL BURRIED UTILITIES._ OF 33 SHEETS fy S 6SS ��/+ N dti v, ep�P.E rr--- Huildinq 4 Type 111 'Se's•' SITE PLAN - EAST QUADRANT 4 awl 'aa a` o I' Quadrant Legend f Scale: N.T.S. r w` NOTES: t� 1. See Sheet 2 for Legend, Site Plan Notes, General Construction Notes and Striping Notes. I J f L14 l � ; CL g E3 o Z � � � o 'wt O �o vV V B O W O o 0 o0 S 6SS ��/+ N dti v, ep�P.E rr--- Huildinq 4 Type 111 'Se's•' SITE PLAN - EAST QUADRANT 4 awl 'aa a` o I' Quadrant Legend f Scale: N.T.S. r w` NOTES: t� 1. See Sheet 2 for Legend, Site Plan Notes, General Construction Notes and Striping Notes. I J f L14 l � ; CL g E3 o Z � � � o Aw- C� IRP I DALE9ROWNE, A. ..............A. / 81890 624 ISSUED FOR BID NG AND CONSTRUCTION U) z i-- W zM � UCV OJ W Zs (1).. b QOz<CL —I O N I-- r- rnm P� z > 1 W '� /�M� 1 t3�c 7 lit :+ r n I— �- y 'USW ian W z LU F- X000 z �- zoz�� MICES OR Q �wCOMPLIANCE o�„_ CL U � STATION W W v W DEVELOPMENT W REVIEWED F09--1 COMPLIANCEs U DEC U 5 2006 SHEET NO. COLLEGE STATION .a NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING COMPONENTS FOR CONSTRUCTION SATETY. AND PROTECTING ALL BURRIED UTILITIES. OF 33 SHEETS S � g E3 o Z � � � o 'wt O �o 8 B O W O o 0 o0 U) z i-- W zM � UCV OJ W Zs (1).. b QOz<CL —I O N I-- r- rnm P� z > 1 W '� /�M� 1 t3�c 7 lit :+ r n I— �- y 'USW ian W z LU F- X000 z �- zoz�� MICES OR Q �wCOMPLIANCE o�„_ CL U � STATION W W v W DEVELOPMENT W REVIEWED F09--1 COMPLIANCEs U DEC U 5 2006 SHEET NO. COLLEGE STATION .a NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING COMPONENTS FOR CONSTRUCTION SATETY. AND PROTECTING ALL BURRIED UTILITIES. OF 33 SHEETS I - , . . I -I I 'r<uA I I 1 -11 -ZnLc I -;nqq I 3bSS --+--30S$------130SS,-l--=30§S 1 1 pvz)� -----F—JUOT ----- —11JU00 I I --r- I I - I * I I -- I 1 11 1 - I I \\\\ \ I i SCALE: Hor. 1" - 20' 0 10' 20' 0 F •• TF� 1 11. o %* U..... *-0. *- J. DALE BROWNS, JR, 0 ............................. 81890 % I V/ STt 1 N .... .... Ap do SSUED FOR 13166C3 AND CONSTRUCTION 0 N .0 E zi 'I El ow x V) 0 V) LLJ ry Z Z W Wcy') > C) z .2 Ul) 00 0 a) > co X Z 06 d co o F) 00 W cy) z 0 (b c) 0 0 -co Z C:l C=) 0 w o �I ~ W C6 c", co (n F— 0 Z LO uj > co co ��� W O W X Z Z O.L.L. OD a— F— F— z Z W Zwo i NVED FOR R 0 (/) 0 CoMpi-JANC c -Q w w w > z DEC a., L) S I'A 110 N w DE hopME-NT SENCES w Lj U) 10-0 w D F R COMPUANCE ID DEC 0 5 2006 SHEET NO. co COLLEGE STATION NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING COMPONENTS FOR CONSTRUCTION SATETY. AND PROTECTING ALL BURRIED UTILITIES. OF 33 SHEETS ;� oil yl ;'I S 0 F •• TF� 1 11. o %* U..... *-0. *- J. DALE BROWNS, JR, 0 ............................. 81890 % I V/ STt 1 N .... .... Ap do SSUED FOR 13166C3 AND CONSTRUCTION 0 N .0 E zi 'I El ow x V) 0 V) LLJ ry Z Z W Wcy') > C) z .2 Ul) 00 0 a) > co X Z 06 d co o F) 00 W cy) z 0 (b c) 0 0 -co Z C:l C=) 0 w o �I ~ W C6 c", co (n F— 0 Z LO uj > co co ��� W O W X Z Z O.L.L. OD a— F— F— z Z W Zwo i NVED FOR R 0 (/) 0 CoMpi-JANC c -Q w w w > z DEC a., L) S I'A 110 N w DE hopME-NT SENCES w Lj U) 10-0 w D F R COMPUANCE ID DEC 0 5 2006 SHEET NO. co COLLEGE STATION NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING COMPONENTS FOR CONSTRUCTION SATETY. AND PROTECTING ALL BURRIED UTILITIES. OF 33 SHEETS M-7 U -n r Q z N m� CA -in m Cn U ♦ O N � a - A00 m m i PROJECT NAME CRESCENT POINTE PROJECT NUMBER RCI -0801 �o- L� � p � ;�:•..• ApF-9 REVISIONS y' y CONSTRUCTION SET 01/9?/07 Q LILF-11 CC 04/04/07 M ,-,� 993 ••Qy 0 � fl � LE C3 fe 8 7Q 1l D O M9 ��ln� /.r=,� qTE F •t n,� 11/21/07 -n r Q z N m� C -in m Cn ♦ O N � a - A00 m m i PROJECT NAME CRESCENT POINTE PROJECT NUMBER RCI -0801 �o- L� � p � ;�:•..• ApF-9 REVISIONS y' y CONSTRUCTION SET 01/9?/07 Q LILF-11 CC 04/04/07 M ,-,� 993 ••Qy 0 � fl � LE C3 fe 8 7Q 1l D O M9 ��ln� /.r=,� qTE F •t n,� 11/21/07 1 N x 0 y y td0 O C r �S td • CA �o Z � x� y 11 pCD co b e� gg � Z\0 v �;*9co, c hd C7 T m o �.Cc ��N.•. .. z r HT1 cn o M.., Z —n �z m D m co C�U3C�C�L�In�']= pOOInVI�iC� LQ pGQ G3 �IaLEH caISL«aG�`IPLI'PuanM, 7IEE3La1a I A o 0 ., 1 r ; r ; r PROJECT NAME CRESCENT POINTE PROJECT NUMBER I;CI_0601 REVISIONS CONSTRUCTION SET Oi 29 0 i F -- EG -v v -s � o c 0 o< iii �o'.mc r-} cl)� O v m Gc) �. z mz rn 0 d y ro PROJECT NAME 10-3 3 CRESCENT POINTE PROJECT NUMBER RCI -0601 C13 1-3"REVISIONS NlQp M Q p Q p �F� CONSTRUCTION SET 01 f 29/07 cin• y aLF- �'y �x z y C©M' CELE SSTQTROMS, 11 1EXAS C> kA m M Or-- >, < f of- n P :-:0, rT*v, . m r-0 ,:w cn )> nZ � 0 cl) ON on ism KNOWN SUMMON Lm ,iw_ow ON NO ON No N01% oft oft PROJECT NAME CRESCENT POINTE 0 O �'N13 sc . 4' PROJECT NUMBER RCI -0601 y r+FDP-- REVISIONS Q�-- DD Llf D --O ��oo LI to o CONSTRUCTION SET 0112RZ07 CA G—)a z 9913 TEXAS cp 0F'T s -N c: C, W. 1 $-Q n -nr-eMc C mKm a - - zm -Am.. r. _-f crw Com' r"5 a " m z 0 m m .cn � n � 1 a - - 0 r� �o o0e•� J O r OoOO � po i• ' ij�^ Op 1 ; A , t _2 ,. _/,i' :a• .� 11111111111111 I to r , ♦ ♦ r r , 0 _ I It 4 Z -_ "Z _ 00D Lo 00 "e 100 I 1 moon _ }{ am on on iso„,son No ... ”" tom' ' • o v rh^ S' 1 a - - I b PROJECT NAME 0 CRESCENT POINTE ® (} f PROJECT NUMBER RCI -0601 y v �t��- ,. y (� O �'"`:`�'�`���' � REVISIONS W tQ p Q p �� CONSTRUCTION SET 01/2 07 cc �z z • Ij 0 00 00 00 1 00 oo " 00 O PROJECT NAME CRESCENT POINTE O PROJECT NUMBER . RCI -0601 CA y O �� ��: �: • y� REVISIONS r • � � Z ti� Q� F� :cy � CONSTRUCTION SET 01 29 07 CA 993 ' y • y y O C 0 L ILE ME S Il Q 7 0 0 m9 Ll EXQ S oF 0 11/21/077 1 21 07 � � C3 4 p'' ~ z c vv Z016ZI TO SSS 11tOMODMISNOD `��y�'�� ��_''� ,��'' �-'J 7L-/7 7L -/7w � w w SNOISUM E- cn • 04 T090-1321 O wPr O w w w H B�gNtRN SOarOzId ►� 0.'i w a w w HI NIO!tf TNJOSM2r,? PQ H A PQ SVNlrnVNa SHI 9-lV:D9 Ol lcIWS-UV ION 00 C'S'I'N) 37b`:DS Ol ION MaJV SlVNlMV'* 40 TV :EUON oc �- } d >U1 IL p UA -j lu X RUE),r- w nom' I o V u O-1 �f g� 0) N W �.Ida) lu q V .Z 'NIW .6 z lu I- �- 0 Ulu 0q . 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