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HomeMy WebLinkAboutDrawingsOJECT 220' FROM S, LIE uE uE SQUARE CUT INBACKOF CURR�jOFI�NAT DRIVE APPROX. PARKWAY X= 3565959.36, Y 1 11251.07, ELEV.= 283.90 SOUTHWEST PARKWAY VARIABLE WIDTH R.O.W. 4 -RCP _� G �-�'-�-�-�--_-- '___-'--- \ ' Z --UE K:A HANDPPED PARKING IDENMCAMON LOGO M p BE PAINW ON PAYING (YMIiE MMS SYNB S \ \ h SDE ON BRIGHT BLItE BACKGROUND) N 51'3341" E172 80 \ �..�� .� � .■,. �.� �.'� � IX 2 P ��'�� �' ���z . �• STORM DRAI I7T, ����PIPE �. '1 \---------\ -----------------\,_ ,• \\�u•flEX 10' PUB UTUTY EASE ENT SYl/�Oil. DETAIL o P 128\7 NM -- -------------- t } VAN � �E I C S7RIPUAiIG DETAIL SIDE 360 I I SETBACK I I r Ce Nys ! 9 �, 143 S I sF sF I I II rYP. R3 •\�I o � ` I R3 5' � TYP — I '� :2AR. .2 1 LOT \ yw� LO:C K .1. / I I :aYP 180 I II — ' — B. 1 -� SF . _ I - 1 N .' M ; - BE RM :r - II . R3 5 -► 90 to N , G , 1 738.: -.ACRES EX VA ABLE WIDTH - ND i 1 EASEMENT II ' ' - ACCE , R20 5 R3 5 - •. �•:, 155.82 PLAT 6128\7 I ' TYP '' .� sF 43214 r '- � ''''_= • (,- I 1- -v I Q - C I b , .5 'R3 r..r - , G T• • N ..TY � - 5 SY ROCK RIPRAP _ 'I I - t POOL I� Tlf� __ Flag Pole S ACK r dl II � 414 \ •:1,5 25.SF / `._ ' .� -----__ - � � I � PUBLIC I II �i AC Condensate U Ty II Pipes______,4 \ �- � ~ pipe EASEMENT �.>, Pipes --_ 3841SF3 o tis R5 5' .. R2T R. � Ci4NOPY : < m ��-Z I ; rn I � ,u7 �t s Ww I ' ( 0 III 0)-p. III ;� ., • ar°1 '° • " I ' I / -•I----•_ II �' I �'>r I — , I ,a 'fY CO EXX UNE II I R27 5' W. 354 OB 6 SF II I 330 'F'a z . - � �- : c?'; I U do II 0 :� � a�I � L - m •" • 1 / I I .P c: , V rn � z II I I • �; •'-'-°�-.:' '. - DU PSTER PAD �- x II', , y, r 5 r �� � 374.48 ip � '— — -•_. II --___—_ F s I ,ioI I a =. II PR 6 _ R3 5 , �wr 7 s� I 3 °5 s ELEC \ n t 11 , r / v.' 'a is i t. 1 0. Conduyt 'I I . :.: ..::. ... .. ...... ... ,._. _. Q. '•"� <::... , Connect to Ex II, ri fYcls Contractor s ouId Id ve I1II1 I , ' •-- - : R5, � .�_ . �z,....:_ :• ./. ' uit location . � 4. 360 , ` S QF / r / r ` .13mer 7 i� 2f"$? , / tl % ., IX II SERVI E UNE I I rn _,_. � aces :: � 1 g : R35;i•�: �:: , 20 P BUC - UTILITY EASEMENT — — -- "- � I � d? ; - ; ——� --= _ Pro Fire 10' PRIVATE- �_ =� \ � I �I � Hydrant SEWER II EX 10' PUBLIC -MET I s � •► ..� � � ...�� � ®.....�=�3g•02.24" t°ROp \��\ r 4 � \ � 1 UTLTfY EASEMENT T CH=N fi0'35'» UII}- 2p' p ��\ I I�\ .� .. c " 52 � � � R, �FMF TC \ � - . � � EX 30' CROSS I I m IX 8 �--- \ __ � �O,D I �� - ACCESS EASEt1iiE'N�I/ •---- --- % II WATERLINE —._----__--- —_ �"�. � \ \ '--'- O PL UIX TY, EASEMENT � --� ��� ` I ' � c�, \ \ ,o zzzzz ��\\ Q ' \, \ EX 10' PUBUC UTLITY EASEMENT PLAT 6128\7 SFF P 6" \\\ 2. o°Nr�NSFRT NE �, �SOO<., CignO� OR pose Lagod Property Boundary Fire Lane — FIRE LANE — FIRE LANE — FIRE LANE � Water Line �- Sanitary Sewer Line ss . Overhead Electrical DE Contours 310 AC Units ❑❑❑ FDC > Cleanout ❑ MH Q 2 - 3 V21 IPx 4' CONCRETE FILLED PIPES IN 2' DEEP 12■ FOOTING TYPICAL FILL EACH CORNER CMU CELL �- WTH GROUT AND 04 REBAR RER�FOraCtNG, TYPICAL. S■ x 16' x 4■ CONCRETE NR MASOY WITS WITH TRUSS NGITU TYPE LODINAL. JJOINTREWORCING AT EVERY 01'FER COURSE TO SPAN CMU AND VENEER 1'1'x12■ CONCRETE BEAM WITH 2 5'S',TOP AND BOTTOM AND 03 STIRRUPS AT W O �` FILL FRONT 3 CELLS OF� CMU WITH GROUT AND 44 RES14R REINFORCING TYPICAL All curbs and curb ends designated as firelanes on plans shall be painted red . With 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not .be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be d surface of the pavement stupe on the behind parking stalls in lieu of signage. ®FIRE LANE — NO PARKING — TOW AWAY ZONE * FIRE L N STRIPING 18" x 12" I � � See Ordinance for additional Information VICINITY M A P FIRE LANE SIGN SCALE: N.T.S. G ERAL CONSTRUCTION NOTES: 1.It shall 2 be tie responsibility of the Contractor to verify the exact location of LL exisiling, underground utilities. Furthermore, the Contractor shall 8 co act all tlhty company representatives aminimum 0 f 4 hours in advance o ny exc i at . Ty p l e a l Island a. Contac Dig Tess ® 1-800-344-8377 . Detail b. C ntac ;Kimberly Winn ®ATMOS 774-2506 Radius 8c Parking Stall c. C ntac Mike Lavender ® Suddenlink 846-2229 d. C 'tact Gilbert Martinez ® College Station Electrical 764-3660 e. C ntac Mitchell Gas ®779-4460 f. Co tact Union Pacific Resources ® 778-8525 g. C ntac Richard Wallace ® Verizon 821-4752 h. Ccntac Butch Willis ® College Station Water & Sewer 764-3660 I 2 All construct on shall be in accordance with the current City of College S ion (C.S1) St ndard Specifications for Street Construction, B/CS Unified i T � nical Specifi ations, Water and Sewer and Generals, 2007, and BCS Unified D n Deta Is. A I inspection shall be performed by the staff of the City E neer of �IC.S. All construction shall be coordinated with the City of C.S. C Engineer'. C ( In lieu of u ing the construction materials indicated in these plans, the C ractor shall' btain written approval from the City Engineer for any s titution nor to Construction. Requests for changes should include product i f ation and an engineers seat where applicable. The contractor shall be I dally r spo sible for the engineers time spent reviewing changes and R3.5' - Typical r signing base on contractors requests. Throughout Trench Safety,Requirements shall be in accordance with O.S.H.A. Standard Parking Islands 2 CFR Pari 19262 Subpart P. For general requirements, see Sheet S3 for Unless Otherwise Noted d � ils. 5 V v AND BACKFILLING: All trenching and backfilling shall conform HANDICAP SIGN to t - SEE DEr- ' - C WIDE DIAGONAL b rotory. nt th STRIPING O 24• O.O. 0"10 HANDIGw tm'•> METAL PANELS TO FACE Y K TO T� d I 8* &M -- -------------- t } VAN � �E I C S7RIPUAiIG DETAIL SIDE 360 I I SETBACK I I r Ce Nys ! 9 �, 143 S I sF sF I I II rYP. R3 •\�I o � ` I R3 5' � TYP — I '� :2AR. .2 1 LOT \ yw� LO:C K .1. / I I :aYP 180 I II — ' — B. 1 -� SF . _ I - 1 N .' M ; - BE RM :r - II . R3 5 -► 90 to N , G , 1 738.: -.ACRES EX VA ABLE WIDTH - ND i 1 EASEMENT II ' ' - ACCE , R20 5 R3 5 - •. �•:, 155.82 PLAT 6128\7 I ' TYP '' .� sF 43214 r '- � ''''_= • (,- I 1- -v I Q - C I b , .5 'R3 r..r - , G T• • N ..TY � - 5 SY ROCK RIPRAP _ 'I I - t POOL I� Tlf� __ Flag Pole S ACK r dl II � 414 \ •:1,5 25.SF / `._ ' .� -----__ - � � I � PUBLIC I II �i AC Condensate U Ty II Pipes______,4 \ �- � ~ pipe EASEMENT �.>, Pipes --_ 3841SF3 o tis R5 5' .. R2T R. � Ci4NOPY : < m ��-Z I ; rn I � ,u7 �t s Ww I ' ( 0 III 0)-p. III ;� ., • ar°1 '° • " I ' I / -•I----•_ II �' I �'>r I — , I ,a 'fY CO EXX UNE II I R27 5' W. 354 OB 6 SF II I 330 'F'a z . - � �- : c?'; I U do II 0 :� � a�I � L - m •" • 1 / I I .P c: , V rn � z II I I • �; •'-'-°�-.:' '. - DU PSTER PAD �- x II', , y, r 5 r �� � 374.48 ip � '— — -•_. II --___—_ F s I ,ioI I a =. II PR 6 _ R3 5 , �wr 7 s� I 3 °5 s ELEC \ n t 11 , r / v.' 'a is i t. 1 0. Conduyt 'I I . :.: ..::. ... .. ...... ... ,._. _. Q. '•"� <::... , Connect to Ex II, ri fYcls Contractor s ouId Id ve I1II1 I , ' •-- - : R5, � .�_ . �z,....:_ :• ./. ' uit location . � 4. 360 , ` S QF / r / r ` .13mer 7 i� 2f"$? , / tl % ., IX II SERVI E UNE I I rn _,_. � aces :: � 1 g : R35;i•�: �:: , 20 P BUC - UTILITY EASEMENT — — -- "- � I � d? ; - ; ——� --= _ Pro Fire 10' PRIVATE- �_ =� \ � I �I � Hydrant SEWER II EX 10' PUBLIC -MET I s � •► ..� � � ...�� � ®.....�=�3g•02.24" t°ROp \��\ r 4 � \ � 1 UTLTfY EASEMENT T CH=N fi0'35'» UII}- 2p' p ��\ I I�\ .� .. c " 52 � � � R, �FMF TC \ � - . � � EX 30' CROSS I I m IX 8 �--- \ __ � �O,D I �� - ACCESS EASEt1iiE'N�I/ •---- --- % II WATERLINE —._----__--- —_ �"�. � \ \ '--'- O PL UIX TY, EASEMENT � --� ��� ` I ' � c�, \ \ ,o zzzzz ��\\ Q ' \, \ EX 10' PUBUC UTLITY EASEMENT PLAT 6128\7 SFF P 6" \\\ 2. o°Nr�NSFRT NE �, �SOO<., CignO� OR pose Lagod Property Boundary Fire Lane — FIRE LANE — FIRE LANE — FIRE LANE � Water Line �- Sanitary Sewer Line ss . Overhead Electrical DE Contours 310 AC Units ❑❑❑ FDC > Cleanout ❑ MH Q 2 - 3 V21 IPx 4' CONCRETE FILLED PIPES IN 2' DEEP 12■ FOOTING TYPICAL FILL EACH CORNER CMU CELL �- WTH GROUT AND 04 REBAR RER�FOraCtNG, TYPICAL. S■ x 16' x 4■ CONCRETE NR MASOY WITS WITH TRUSS NGITU TYPE LODINAL. JJOINTREWORCING AT EVERY 01'FER COURSE TO SPAN CMU AND VENEER 1'1'x12■ CONCRETE BEAM WITH 2 5'S',TOP AND BOTTOM AND 03 STIRRUPS AT W O �` FILL FRONT 3 CELLS OF� CMU WITH GROUT AND 44 RES14R REINFORCING TYPICAL All curbs and curb ends designated as firelanes on plans shall be painted red . With 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not .be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be d surface of the pavement stupe on the behind parking stalls in lieu of signage. ®FIRE LANE — NO PARKING — TOW AWAY ZONE * FIRE L N STRIPING 18" x 12" I � � See Ordinance for additional Information VICINITY M A P FIRE LANE SIGN SCALE: N.T.S. G ERAL CONSTRUCTION NOTES: 1.It shall 2 be tie responsibility of the Contractor to verify the exact location of LL exisiling, underground utilities. Furthermore, the Contractor shall 8 co act all tlhty company representatives aminimum 0 f 4 hours in advance o ny exc i at . Ty p l e a l Island a. Contac Dig Tess ® 1-800-344-8377 . Detail b. C ntac ;Kimberly Winn ®ATMOS 774-2506 Radius 8c Parking Stall c. C ntac Mike Lavender ® Suddenlink 846-2229 d. C 'tact Gilbert Martinez ® College Station Electrical 764-3660 e. C ntac Mitchell Gas ®779-4460 f. Co tact Union Pacific Resources ® 778-8525 g. C ntac Richard Wallace ® Verizon 821-4752 h. Ccntac Butch Willis ® College Station Water & Sewer 764-3660 I 2 All construct on shall be in accordance with the current City of College S ion (C.S1) St ndard Specifications for Street Construction, B/CS Unified i T � nical Specifi ations, Water and Sewer and Generals, 2007, and BCS Unified D n Deta Is. A I inspection shall be performed by the staff of the City E neer of �IC.S. All construction shall be coordinated with the City of C.S. C Engineer'. C ( In lieu of u ing the construction materials indicated in these plans, the C ractor shall' btain written approval from the City Engineer for any s titution nor to Construction. Requests for changes should include product i f ation and an engineers seat where applicable. The contractor shall be I dally r spo sible for the engineers time spent reviewing changes and R3.5' - Typical r signing base on contractors requests. Throughout Trench Safety,Requirements shall be in accordance with O.S.H.A. Standard Parking Islands 2 CFR Pari 19262 Subpart P. For general requirements, see Sheet S3 for Unless Otherwise Noted d � ils. FACE BRICK TO MATCH�,,, BWLDING, TYPICAL 2 - 3 U21 x S' -S1 PIPES 3' DEEP 12' FOOTMG, METAL PANELS, TYPICAL PFLANN.T�y, DU F8,TER SGREEN DETAIL.s 5 V v AND BACKFILLING: All trenching and backfilling shall conform ROWI-OCK COURSE to t FACE BRICK TO MATCH�,,, BWLDING, TYPICAL 2 - 3 U21 x S' -S1 PIPES 3' DEEP 12' FOOTMG, METAL PANELS, TYPICAL PFLANN.T�y, DU F8,TER SGREEN DETAIL.s R Z Engine r. Mitchell & Morgan, LL.P. ' `� ' \ 511 University Drive East, Suite 204 Coll- a Station Texas 77840 SEMENI: /--- -� IX 10' PUBLIC \ , II UTUTY EASEMENT \ \ PLAT 6128\7 SFF \ N -1//O I II 0 cR O I o t ,I U Fm - O H o/ H , �YgyS FR 11 , -K-ACCESS EA TN � — oil, �T 9 (979) 260-6963 � Zoning: G neral Commercial (C-1) Existing U$e: Undeveloped -Vacant Proposed Use: Commerical Retail 7. Setbaiks: Per City of College Station Ordinances $. Site A yea: 1.738 acres I. Water Demands: M' n. 0 9Pm Av9 11 .62 9P m Peak 46 .5 9P m Sanytary Demon s: 8580 GPD boundary per ear floodplain n site lies within the 100 io of this t Port rY P M Y P F A s Flgpd 1 surance Rate Map panels 48041 CO144 C. Effective date: 2 1992. I Guesll I Roo s = 62 d Parking: fps/guest room =62 guest room/1ps =62 ps it Meetig Room Area = 704.21 d Parking: Jps/200 sf meetingroom=704.21sf/200sf=4ps it Parkil�g P ovided =66 Parking Spaces ( 3 HC P.S. Inc.) 'Tor Islands: lintedor Parking Spaces/15 x 180 SF= p.s. /1ri x , 80 SF = 240 SF (SEE INTERIOR ISLAND DRAWING) 5 ( TRENCHING AND BACKFILLING: All trenching and backfilling shall conform ROWI-OCK COURSE to he speaificat ons sets out herein. Testing shall be provided by a certified - 1 b rotory. nt th Owners expense, to verify these standards. Any retesting METAL PANELS TO FACE Y K TO T� d to substand rd work shall be at the expense of the Contractor. MATCH DRIvE -THRlJ ctural a reas shall include all sidewalks and shall extend 5 beyond the c ii i lines of all streets, alleys and parking areas. 6 2 It is th� re ponsibility of the contractor to comply with all State and calReg ulaticris regarding construction activities near energized overhead p i er lines Additionally, the contractor shall coordinate all proposed work and p educes RK,he City of C.S. Electrical Division. All mat rialsl& labor not identified as a Separate Bid Item shall be cosi idered ubsi' iary to the item in which it is used. All materials and eqI ipment shall be both furnished and installed unless otherwise noted. 8. The Co tractor must provide construction staking from the information p rc fide on he plans. S. MI soil pos' d by construction shall receive cellulose fibermulch seeding. H) HINGE HARDWARE �- --- -- :. _:. ,-- - 1° Trench Incri be left open overnight if properly barricaded. CANE BOL TS i 1 Adjust nt Systems, and an f Water. Meters, Valves, Manholes, Irrigation y y HRONT ELEVATION a I r Public: or rivate Utility, etc. are not separate pay items. The Price of t adjust ant hall be subsidiary to the construction of Sewer line, Force N,TAI, Ma 1222 , etc. The contractor shall coordinate with Suddenlink Communications, Atmos En rgy, and Verizon to adjust the location of existing facilities. 1 The contra for is responsible for traffic control. This is not a separate OC1C �� 1 a item. No spigil areas i are available on this site. -FACEBRICK, TYPICAL 1 All roq an' ground -mounted mechanical equipment shall be screened 0 f ro n view pr isc Plated so as not to be visible from any public right-of-way `fl MANAGE OPENINGS c r residenti I di trict within 150' of the subject lot, measured from a point the building AT 3' OIC. EACH WALL f v feet all ve rade. Such screening shall be coordinated with r itecturee, ma erials, colors, and scale to maintain a unified appearance. 16 Certify ate f Occupancies may be requested for each building separately. Bu ding, nui ibe are shown hereon in circles within each building footprint. 17 For t e pu oses of signage and NRA requirements, this lot shall be o sidered�.a be a part of Liberty Subdivision building plot. ,�ELEVATION I Ow I REAR _ I\ J�T� � V 1 i Contractor sihall restore all disturbed areas in equal or better condition. 1. I PLAN 14 Name Legal Owner• 0 Of Project: Uesc�ription: APRS, Country Inn &Suites Lot 2AR-2, Liberty Subdivision, 1.738 AC LTD. C/0 Sandip Patel I 2 12 Marta Street College Station, Texas 77845 (( 79) 324-9891 R Z Engine r. Mitchell & Morgan, LL.P. ' `� ' \ 511 University Drive East, Suite 204 Coll- a Station Texas 77840 SEMENI: /--- -� IX 10' PUBLIC \ , II UTUTY EASEMENT \ \ PLAT 6128\7 SFF \ N -1//O I II 0 cR O I o t ,I U Fm - O H o/ H , �YgyS FR 11 , -K-ACCESS EA TN � — oil, �T 9 (979) 260-6963 � Zoning: G neral Commercial (C-1) Existing U$e: Undeveloped -Vacant Proposed Use: Commerical Retail 7. Setbaiks: Per City of College Station Ordinances $. Site A yea: 1.738 acres I. Water Demands: M' n. 0 9Pm Av9 11 .62 9P m Peak 46 .5 9P m Sanytary Demon s: 8580 GPD boundary per ear floodplain n site lies within the 100 io of this t Port rY P M Y P F A s Flgpd 1 surance Rate Map panels 48041 CO144 C. Effective date: 2 1992. I Guesll I Roo s = 62 d Parking: fps/guest room =62 guest room/1ps =62 ps it Meetig Room Area = 704.21 d Parking: Jps/200 sf meetingroom=704.21sf/200sf=4ps it Parkil�g P ovided =66 Parking Spaces ( 3 HC P.S. Inc.) 'Tor Islands: lintedor Parking Spaces/15 x 180 SF= p.s. /1ri x , 80 SF = 240 SF (SEE INTERIOR ISLAND DRAWING) lu I - • 220' FROM II I� I I I I I I I �. HANDICAPPED PARKING N POND 5 SY ROCK RIPRAP —r L �--DC 10' PUBUC UTLITY EASEMENT PLAT 6128\7 `SFF 11V6 li�_ R � rpFiy N CoQ/il d Ha Z I wuV IDOWCA710H LOGO TO PIPES IN 2' DEEP 12' FOOTING BE PAINTED ON PAVING TYPICAL (WF LL SYWBD S N BRIGHT FILL EACH WIRNER CMU CELL BWE BACKGROUND) — SEE DET_ b. Iontdct C WIDE DIAGONAL m m C. SIRD°ING O 2V 81 x 16' x 41 CONCRETE CP \ if E;• IDti MASONRY UNUTS WITH TRUSS a' Imr a, IDN TYPE LOWSITUDINAL JOINT Mitchell Gas ® 779-4460 141 -mu REMFORC M AT EVERY EX 10'�PL)B!�` A Union Pacific Resources ® 778-8525 -100 OTHER COURSE TO SPAN UTUTY T HC SMSIM DETAIL P 128\7 NTS N POND 5 SY ROCK RIPRAP —r L �--DC 10' PUBUC UTLITY EASEMENT PLAT 6128\7 `SFF 11V6 li�_ R � rpFiy N CoQ/il d Ha Z I wuV HANDICAP SIGN — SEE DEL— u YI;rdI,a. I MMM Property Boundary Fire Lane — FIRE LANE FIRE LANE — FIRE LANE — Water Line -wL- Sanitary Sewer Line � ss - Overhead Electrical DE Contours 310 AC Units ❑❑❑ FDC > Cleanout ❑ MH Q 2- 3 1/2141 x 4 CONCRETE FILLED 1. ONSTRUCTION be util,ty ovation. PIPES IN 2' DEEP 12' FOOTING E' The seal appearing o t 1s_ outhorized by VD J.B. 77669 on December t TYPICAL HANDICAP SIGN FILL EACH WIRNER CMU CELL Dig Tess ® 1-800-344-8377 — SEE DET_ b. Iontdct C WIDE DIAGONAL m m C. SIRD°ING O 2V 81 x 16' x 41 CONCRETE 00 > > O.C. 0"o HANDICAP s"MOL E;• IDti MASONRY UNUTS WITH TRUSS a' Imr a, IDN HANDICAP SIGN — SEE DEL— u YI;rdI,a. I MMM Property Boundary Fire Lane — FIRE LANE FIRE LANE — FIRE LANE — Water Line -wL- Sanitary Sewer Line � ss - Overhead Electrical DE Contours 310 AC Units ❑❑❑ FDC > Cleanout ❑ MH Q 2- 3 1/2141 x 4 CONCRETE FILLED 1. ONSTRUCTION be util,ty ovation. PIPES IN 2' DEEP 12' FOOTING E' The seal appearing o t 1s_ outhorized by VD J.B. 77669 on December t TYPICAL FILL EACH WIRNER CMU CELL Dig Tess ® 1-800-344-8377 OflTH C,ROUT AND 04 REBAR b. Iontdct REINFORCING, TYPICAL m m C. Contact 81 x 16' x 41 CONCRETE 00 > > d. 11 ontdct MASONRY UNUTS WITH TRUSS N e.'I TYPE LOWSITUDINAL JOINT Mitchell Gas ® 779-4460 141 -mu REMFORC M AT EVERY Cpnta A Union Pacific Resources ® 778-8525 -100 OTHER COURSE TO SPAN Cont ct Richard Wallace @ Verizon 821-4752 0 0, o CMU AND VEER i ont ct Butch Willis ® College Station Water & Sewer 764-3660 'm v 12'x125 CONCRETE BEAM ocedures WITH 2 5'S TOP AND BOTTOM Allccnstruction AND 03 STIRRUPS AT W O shall be in accordance with the current City of College .0 Ion(( JS.) 36' METAL GATE FILL FRONT 3 CELLS OF chnical specifications, Water and Sewer and Generals, 2007, and BCS Unified CMU UTH GROTTY ANDN sign De�t ails. �'All inspection shall be performed by the staff of the City 44 REBAR REINFORCM TYPICAL gineer • FACE BRICK TO uipmen: BUILDING, TYPICAL. per. 2 - 3 U20 x &-8• PIPES s 3' DEEP 12' FOOTMCs JI of METAL PANELS, TYPICAL V/ All curbs and curb ends designated as firelanes on plans shall be painted red . with 4" (four inch) white lettering stating "FIRE LANE—NO PARKING -TOW AWAY ZONE" Wording may not .be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire Ione sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. I mg FIRE LANE ®NO PARKING an TOW AWAY ZONE l *FIRE LN* STRIPING 18" x 12" See Ordinance for additional Information FIRE LANE SIGN R3.5' – .yr,..... Throughout Parking Islands Unless Otherwise Noted Typical Island Radius & Parking Stall Detail PLAN N.TA DU" iPSTEFR 5GREEN DET>'AIL5 r www.mitchellon mor an.c VICINITY MAP.................... N VERONICA J .MORGAN SCALE: N.T.S. 7769 Q S G NERAL 1 It :shall a ALL existing c ntact a111 o any ex s 1. ONSTRUCTION be util,ty ovation. NOTES:SS70NA the responsibility of the Contractor to verify the exact location underground utilities. Furthermore, the Contractor shall company representatives a minimum of 48 hours in advance E' The seal appearing o t 1s_ outhorized by VD J.B. 77669 on December t the Owner's expense, to verify these standards. Any retesting work shall be at the expense of the Contractor. s shall include all sidewalks and shall extend 5' beyond the (Illantgct Dig Tess ® 1-800-344-8377 b. Iontdct Kimberly Winn ® ATMOS 774-2506 m m C. Contact Mike Lavender ® Suddenlink 846-2229 00 > > d. 11 ontdct Gilbert Martinez ®College Station Electrical 764-3660 N e.'I ontcict Mitchell Gas ® 779-4460 f. Cpnta A Union Pacific Resources ® 778-8525 w Y g. Cont ct Richard Wallace @ Verizon 821-4752 0 0, o h, i ont ct Butch Willis ® College Station Water & Sewer 764-3660 'm v ocedures o v Allccnstruction shall be in accordance with the current City of College .0 Ion(( JS.) Standard Specifications for Street Construction, B/CS Unified & labor not identified as a Separate Bid Item shall be chnical specifications, Water and Sewer and Generals, 2007, and BCS Unified sign De�t ails. �'All inspection shall be performed by the staff of the City gineer of C.S. All construction shall be coordinated with the City of C.S. uipmen: Engir per. s In lie JI of using the construction materials indicated in these plans, the Contractor ntroctor shall obtain written approval from the City Engineer for any LL_ bstitutic prior to Construction. Requests for changes should include product plans. iiiformaticn anti an engineers seal where applicable. The contractor shall be _0 ancially responsible for the engineers time spent reviewing changes and r designin based on contractors requests. O ` Tranc-I So ety Requirements shall be in accordance with O.S.H.A. Standard CFR Fort 926 Subpart P. For general requirements, see Sheet S3 for en#t tails. TRENOHINC AND BACKFILUNG: All trenching and backfilling shall conform n- i 54 4. th eclflca ;^nQ set out herein Testing shall be provided by a certified Private Utility, etc. are not separate pay items. The Price of Line, Force ROW..00K COURSE METAL PANELS TO FACE BRICK TO MATCH MATCH DRIVE -THRID' BUILDING BRICK TYPICAL e I boratory a to s ructurol at standard are the Owner's expense, to verify these standards. Any retesting work shall be at the expense of the Contractor. s shall include all sidewalks and shall extend 5' beyond the rb lines of all streets, alleys and parking areas. _ it is �tihe responsibility of the contractor to comply with all State and decal R�egulaions .regarding construction activities near energized overhead wer line. Additionally, the contractor shall coordinate all proposed work and ocedures wit 1 the City of C.S. Electrical Division. All materials & labor not identified as a Separate Bid Item shall be nsidere I subsidiary to the item in which it is used. All materials and uipmen: shayI be both furnished and installed unless otherwise noted. The Contractor must provide construction staking from the information C ovide o these plans. 9. All:�soi ex exp sed by construction shall receive cellulose fibermulch seeding. :)sed HD. HINGE FR4RDUb4R - es inay be left open overnight if properly barricaded.co -E �-re . 'Adjus en#t of Water Meters, Valves, Manholes, Irrigation Systems, and any ON-I- ELEVATION her ! Put��ic o Private Utility, etc. are not separate pay items. The Price of Line, Force •� a adju tmen shall be subsidiary to the construction of Sewer ain,:etc, ?� . The contractor shall coordinate with Suddenlink Communications, Atmos er and V nzon to adjust the location of existing facilities. NSERT 1;RE AR ELEVATION 3EMEN1 / ----- / == — —/�j/ i/ I I -� EX 10' PUBUC UTILITY EASEMENT � PLAT 6128\7 `l �� c° '° q<< 68)� �� Al / 1� ACCESS EA T ... N 9'21'21"' 5 E 69.11 . \� e_WL s 6 -WL — •`' 8 -WL 9� �1 9y I 13. The Cont actor is responsible for traffic control. This is not a separate y item.I No spoil ,areas are available on this site. 15. All roof and ground—mounted mechanical equipment shall be screened -am viel or solated so as not to be visible from any public right—of—way reside tial J istrict within 150' of the subject lot, measured from a point ve feet ri bov grade. Such screening shall be coordinated with the building chitect re, materials, colors, and scale to maintain a unified appearance. Ce cat., of Occupancies may be requested for each building separately. wilding n mb rs are shown hereon in circles within each building footprint. 7. For he urposes of signage and NRA requirements, this lot shall be nsidered to 'be a part of Liberty Subdivision building plot. B. Contra cto shall restore all disturbed areas in equal or better condition. ITE PLANT NO Name o Project: Country Inn & Suites Legal D scription: Lot 2AR-2, Liberty Subdivision, 1.738 AC Owner. IAPRS, LTD. C/O Sandip Patel 212 Marto Street College Station, Texas 77845 (979) 324-9891 Eng neer Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 Zon'�Ig: eneral Commercial (C-1) Exis Ging Use: Undeveloped–Vacant ProRose Use: Commerical Retail Settback Per City of College Station Ordinances Site Area: 1.738 acres I. Water Demands: Min.=O gpm, Avg.=11.62 gpm, Peak=46.5 gpm 0. Son'tary Demands: 8580 GPD N o Porton f this site lies within the 100–year floodplain boundary per j EMA's I lood Insurance Rate Map panels 48041 CO144 C. Effective date: my j2, o i _' il*' E TA )ms = 62 1 ps/guest room =62 guest room/l ps =62 ps oom Area = 704.21 1 ps/200 sf meetingroom =704.21 sf/200sf=4ps rovided =66 Parking Spaces (3 HC P.S. Inc.) Interior Parking Spaces/15 x 180 SF= Rte,.^ ,-.4,, — 240 SF (SEE INTERIOR ISLAND DRAWING) M = 1 document we Momon. P.E. IU vJ W �1 220' FROM G AV - --_— HANDICAPPED PARKING IDENTIFICATION LOGO ID BE PAINTED ON PAVING (WHITE LEITERS SOMMS & SIRM ON BRIGHT OWE BACKGROW) QC/S L —24" VIAPS-M EX 1�EASE UTUTT SMWL D�UAJL P 128\7 HTs N POND 5 SY ROCK RIPRAP F ---EX 10' PUBLIC i UTLITY EASEMENT \ PLAT 6128\7 � 2h HANDICAP SIGN — SEE DEr— i 01,4F ri 7/:f d Li Lawd Property Boundary Fire Lane — FIRE LANE — FIRE LANE — FIRE LANE Water Line wL. Sanitary Sewer Line ss Overhead Electrical OE Contours 310 AC Units ❑❑El FDC > Cleanout ❑ MH 0 2 - 3 112" ilp x 4' CO1.N1CRETE FILLED r PIPES IN 2' DEEP 128 FOOTING HANDICAP SIGN Z -`- - FILL EACH CORNER CM CELL — SEE Off- -- _ -C WIDE DIA DNNAL. I DRIVE EAST STRIPING O 2V O.O. (wHILEj HANDICAP IF611 a® SYMBDL. IMP.) I B' MIN B' Liw B' MIN HANDICAP SIGN — SEE DEr— i 01,4F ri 7/:f d Li Lawd Property Boundary Fire Lane — FIRE LANE — FIRE LANE — FIRE LANE Water Line wL. Sanitary Sewer Line ss Overhead Electrical OE Contours 310 AC Units ❑❑El FDC > Cleanout ❑ MH 0 F A r� 16? tiFOR I \ plc `711 \ �i 1 J 1-mn . ............ x-36" METAL GATT= All curbs and curb ends designated as firelanes on plans shall be painted red . With 4" (four inch) white lettering stating "FIRE LANE—NO PARKING -TOW AWAY ZONE" Wording may not .be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. ® FIRE LANE ® NO PARKING ® TOW AWAY ZONE 18" x 12" *FIRE LN* STRIPING See Ordinance for additional Information FIRE LANE SIGN 03.5' —-- Throughout Parking Islands Unless Otherwise Noted Typical Island Radius & Parking Stall Detail FLAN DUMFSTEFR SCREEN DETAIL5 INSERT 4 EXT X 10' PUBLIC UTUTY EASEMENT \ PLAT 6128\7 SFF � �oT FO \ -0- F i1r R 'SA �� S�14k p PON E \\ \ oyq<<�OPO, NO \ \ RNs OFR 9' 2 - 3 112" ilp x 4' CO1.N1CRETE FILLED r PIPES IN 2' DEEP 128 FOOTING TYPICAL. � Z -`- - FILL EACH CORNER CM CELL I�❑ -- _ REINFORCING, TYPICAL I DRIVE EAST ci- ❑ 8" x 16" x 4' CONCRETE OLLEGE STATIC MASONRY UNITS WITH TRIM PLAN & DESIGN TYPE LOMGITUDINAL JOINT I REINFORCING AT EVERY �---� OTHER C XME TO SPAN I- -- CM AND VENEER __" 02"x12 ...CONCRETE REAM I WITH 2 5's TOP AND BOTTOM AND 03 STIRRUPS AT W OZ`\ --f T � I FILL FRONT 3 CELLS OF''''"'�� _ CMU WITH CAR= AMD J` VERONICA J... 64 REBAR RENFORCING, TYPICAL ...................................... '...7769 1'... .. S FACE BRICK TO MATCH`/ SS70NA BUILDING, TYPICAL The seal appearing on authorized by Veronica 77689 on Decam this document we ',J.B. Morgan. P.E. er 1. 2008. M Do 2 - 3 V2" x 8'-8" PIPES 14— - N 3' DEEP 12" FOOTIN& W c METAL PANELS, TYPICAL' -- F A r� 16? tiFOR I \ plc `711 \ �i 1 J 1-mn . ............ x-36" METAL GATT= All curbs and curb ends designated as firelanes on plans shall be painted red . With 4" (four inch) white lettering stating "FIRE LANE—NO PARKING -TOW AWAY ZONE" Wording may not .be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. ® FIRE LANE ® NO PARKING ® TOW AWAY ZONE 18" x 12" *FIRE LN* STRIPING See Ordinance for additional Information FIRE LANE SIGN 03.5' —-- Throughout Parking Islands Unless Otherwise Noted Typical Island Radius & Parking Stall Detail FLAN DUMFSTEFR SCREEN DETAIL5 INSERT 4 EXT X 10' PUBLIC UTUTY EASEMENT \ PLAT 6128\7 SFF � �oT FO \ -0- F i1r R 'SA �� S�14k p PON E \\ \ oyq<<�OPO, NO \ \ RNs OFR 9' r n. TYP. METAL PANELS TO MATCH DRIVE-T�IRLI . CANE BOLTS Ffi�'ONT ELEVATION MTA fi`E,4i<' -ELEVATION II �' I I m I I II / 'jll ' I II I �\ `ziIJ s• o _ \�X'ACCESS 72. SEA T ...now N 59'21E 69. . 8_WL) i rC 7URSE TYPICAL P'ENINGSS CH WALL // SCALE: N.T.S. VERAL CONSTRUCTION NOTES: It sho l be the responsibility of the Contractor to verify the exact location ALL existing ',underground utilities. Furthermore, the Contractor shall (tact all ca company representatives a minimum of 48 hours in advance any ex vatron. a. Cbrita A Dig Tess @ 1-800-344-8377 b. C�ppnto t Kimberly Winn @ ATMOS 774-2506 C. Contact Mike Lavender @ Suddenlink 846-2229 d. Conto t Gilbert Martinez @ College Station Electrical 764-3660 e. 6onto t Mitchell Gas @ 779-4460 f. GLntoL t Union Pacific Resources @ 778-8525 g. Contact Richard Wallace @ Verizon 821-4752 h.pnto t Butch Willis @ College Station Water & Sewer 764-3660 All construction shall be in accordance with the current City of College tion, (C,S.) Standard Specifications for Street Construction, B/CS Unified :hnical �Specif ications, Water and Sewer and Generals, 2007, and BCS Unified iign Details. All inspection shall be performed by the staff of the City lineer of C.E. All construction shall be coordinated with the City of C.S. R Engine�I r. In lie of sing the construction materials indicated in these plans, the Ttractor� shall obtain written approval from the City Engineer for any Istitutio In prior to Construction. Requests for changes should include product Irmatiod an an engineers seal where applicable. The contractor shall be incial[y responsible for the engineer's time spent reviewing changes and esignini based on contractors requests. Trencl Safety Requirements shall be in accordance with O.S.HA. Standard CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for ails. TRENIIIING AND BACKFILLING: All trenching and backfilling shall conform the: spe ifications set out herein. Testing shall be provided by a certified rotary, �at t� a Owner's expense, to verify these standards. Any retesting L to substan and work shall be at the expense of the Contractor. uctural areas shall include all sidewalks and shall extend 5' beyond the b lines of a I streets, alleys and parking areas. It ;is t e r sponsibility of the contractor to comply with all State and feral Re lot' regarding construction activities near energized overhead Rer lines. Ad itionally, the contractor shall coordinate all proposed work and ced6reE wit the City of C.S. Electrical Division. Alll m erid' & labor not identified as a Separate Bid Item shall be isidered subsidiary to the item in which it is used. All materials and iipment shall be both furnished and installed unless otherwise noted. The C ntra for must provide construction staking from the information vide on I these plans. All soil expo, ed by__construction_ shall receive_ cellulose. fibermulch seeding. Trench s ; by be left open 'overnight if properly barricaded. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any er Pub[ or Private Utility, etc. are not separate pay items. The Price of adjust ent shall be subsidiary to the construction of Sewer Line, Force n. etc. The ontr 'ctor shall coordinate with Suddenlink Communications, Atmos :ray; a a Ve Yon to adjust the location of existing facilities. The i ntr ctor is responsible for traffic control. This is not a separate item. No oil I oireas are available on this site. All r f a d ground—mounted mechanical equipment shall be screened m view or isolated so as not to be visible from any public right—of—way residen W d strict within 150' of the subject lot, measured from a point feet o ove grade. Such screening shall be coordinated with the building hitectuta�e, mi terials, colors, and scale to maintain a unified appearance. Certificate ( of Occupancies may be requested for each building separately. [ding n knbei are shown hereon in circles within each building footprint. For ihe p ai rposes of signage and NRA requirements, this lot shall be isidered to 6e a part of Liberty Subdivision building plot. Contr etor 'shall restore all disturbed areas in equal or better condition. E PLAN NOTE Name of �'roject: Country Inn & Suites Legal De ,.ription: Lot 2AR-2, Liberty Subdivision, 1.738 AC Owne : PRS, LTD. C/O Sandip Patel 12 Marta Street allege Station, Texas 77845 �( 79) 324-9891 Engir er. Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260-6963 Zoni : General Commercial (C-1) Existi g se: Undeveloped—Vacant Prop ed!Use: Commerical Retail Seta ks: Per City of College Station Ordinances Site rea: 1.738 acres Wate. De ands: Min.=O gpm, Avg.=11.62 gpm, Peak=46.5 gpm Sani ry emands: 8580 GPD Portiori of this site lies within the 100—year floodplain boundary per WA's Flood Insurance Rate Map panels 48041 CO144 C. Effective date: v 2. 1992.1 I Guest Roams = 62 d Pa ng: Ips/guest room =62 guest room/1 ps =62 ps it Meets ig Room Area = 704.21 d Park'ng: i1ps 200 sf meetingroom =704.21 sf/200sf=4ps lPark�ngProvided =66 Parking Spaces (3 HC P.S. Inc.) •ioc Islands: Interior Parking Spaces/15 x 180 SF= 240 SF (SEE INTERIOR ISLAND DRAWING) II ,A .j t T.979.260.6963 F.979.2 0.3564 511 UNIVERS DRIVE EAST SUITE! 204 OLLEGE STATIC N, TX 77840 PLAN & DESIGN SPECIAILISTS IN CML ENGINEERING * HYDRAULICS HYDROLOGY • UD ES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorqan.com .. T � *= q ........... *- VERONICA J... MORGAN ...................................... '...7769 1'... .. S ....... SS70NA '. �aG The seal appearing on authorized by Veronica 77689 on Decam this document we ',J.B. Morgan. P.E. er 1. 2008. M Do m N W c m � � U U O P O LL_ w W N O �I �W �J QL 4--1 "' J 0 V ail .j t LIE OJECT �-MARK: SQUARE CUT INEBACK OF CURB/jOFuE I�NAT DRIVE APPROX. „� � ut uE--_._.�R •- G ��--- SOUTIHWET PARKWAY 220' FROM SO WEST PARKWAY X 3565959 36 Y 1 11251.0 7, ELEV.= 283.90 �- VARIABLE WIDTH R.O.W. \-�'`-`"E �����_ -' =_ PAW NANDIGPPEO PARKING IDEfifffIG710N LOGO 7D BE PADM ON PAVING (WHRE lETFERS SY103DLS & STRIPES ON BRIGHT \ \ \ \ \ BLAE INIMCROUN ) \`�`�1'33'41�� � � `EX 2 i , I 172.80 P � RC II \ 283 �• STORM DRAT PIPE 'b \ED R II III UTUTYEASE T Emu**' ENGIPUB DETAIL it II 13 s aces MC SYlIl�01L IL II a -------------- \ ` � Z P 128\7 � II � 7.5' SIDE�I iso - � :_ . ,� i : � � 'I •SETBACK I I s 143 ' s ces VAN ACG'ESSBLE MC SMP/MG DETA/L II � SF , • NIS 5 TYP SF I 5 II o I R LOT :.2AR 2: r , 35 I o � � I I I ., a , - TYP 180 t � IIRAW _ .II II :N , � I ao _ rn-...+.. ..:....:::L •::ERTY .SU � SIO:N:: d B B D IVI. ��. r ,., _ NANDICAP SIGN I I Q ti.. .- , N SEE DEf , J s A , d - r ... 1.:x3.8. • ACRES N , N V A WIDTH I .;/ � � I I IX A BLE a N I _ �. p E T / a- •�- z 0 ACI EASEM N I 5 --J _ N R3.5 /.• - -, - -� PLAT 6128 7 � � : .. TYP. �- `? ' . -. ; ... 15562 : _ , �-• II , 432.14 r o - _ `'= - -•,-: _ r I 4 I r- t - R3.5 --s , Q c' - 10N - I I - - 5 SY ROCK RIPRAP . o - It E,IIC ^� S7R►PIMG DETAIL POOL 's't<> I c°I ' Nis Flag Pole ' S ACK Lamind , 'Y. • 1 Y' _ `.•-_ _ - Property Bounds - - Y rY I I;' ,_ : ; FIRE LANE FIRE LANE FIRE LANE m_:.�-� _,- _ -- t'I _ �'`-•_, Fire Lane 414 •� ,a- ,. ��/ - `� 25.5' / _, z Water Line wL EX 10' PUBLIC SS {{ ?. AC Condensate Sanitary Sewer Line UTUTY EASEMENT OE Overhead Electrical 10 `1) '� AC Condensate I Contours 310 Pis e P -_ -- AC Units ❑❑❑ r I ' aY 1� s I FDC w 11 � Cleanout ❑ MH 0 384F13 , All curbs and curb ends designated as firelanes on plans shall be pointed red . With 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not .be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. ®FIRE LANE -NO PARKING -TOW AWAY ZONE® I' 18" x 12" *FIRE LN* STRIPING II See Ordinance for additional Information _ VICINITY MAP SCA FIRE LANE SIGN LE. N.T.S. ERAL CONS UCTION NOTES: It shall be he responsibility" . ' of the Contractor to verify the exact location o exi m under r f ALL g g ound utilities. Furthermore, the Contractor shall I tact all utility company representatives a minimum of 48 hours in advance of any exic ovati Ion. a. Contact Dig Tess ®1-800-344-8377 b. Contact Kimberly Winn ®ATMOS 774-2506 C. d nta t Mike Lavender ® Suddenlink 846-2229 d. Conta t Gilbert Martinez @ College Station Electrical 764-3660 e. Conta t Mitchell Gas ® 779-4460 f. C n ct Union Pacific Resources ® 778-8525 hConto t Richard Wallace @ Verizon 821-4752 . Contact Butch Willis @ College Station Water & Sewer 764-3660 2. All caristructlon shall be in accordance with the current City of College St tion (C.S.) S -andard Specifications for Street Construction, B/CS Unified Te hnical8�ecifcations, Water and Sewer and Generals, 2007, and BCS Unified D ign 'Details. All inspection shall be performed by the staff of the City En ineer of) C.S. All construction shall be coordinated with the City of C.S. Ci Engineer. 3. In lieu of using the construction materials indicated in these plans, the Cc tractor shall obtain written approval from the City Engineer for any su istitution p6o to Construction. Requests for changes should include product iirmation and an engineers seal where applicable. The contractor shall be KIn incially9spo isible for the engineers time spent reviewing changes and re signing based on contractors requests. , •. Trench S3 ty Requirements shall be in accordance with O.S.H.A. Standard 2 CFR Part 1G26 Subpart P. For general requirements, see Sheet S3 for de ails. 8. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified Id ratory, at the Owner's expense, to verify these standards. Any retesting du t to substandard work shall be at the expense of the Contractor. §tI ictural areas' shall include all sidewalks and shall extend 5' beyond the (u lines pf al� streets, alleys and parking areas. It is tt responsibility of the contractor to comply with all State and e eral Reg lotions regarding construction activities near energized overhead o er linasAdc itionally, the contractor shall coordinate all proposed work and r t edu'res (uvith the City of C.S. Electrical Division. 7. All ;material & labor not identified as a Separate Bid Item shall be ao sidered subs diary to the item in which it is used. All materials and eq Kpment hall be both furnished and installed unless otherwise noted. 8. The Cc ntractor must provide construction staking from the information pr vide on these plans. i ed by construction shall receive cellulose fibermulch seeding. 90 Trench xpm, e' be left open overnight if properly barricaded. - i 1 Adlustm nt' ' f Water Meters,' Valves, Manholes, Irrigation Systems, and any ott 3r Public or Private Utility, etc. are not separate pay items. The Price of thq adjust�j ent hall be subsidiary to the construction of Sewer Line, Force Ma , etc. 112 The contra for shall coordinate with Suddenlink Communications, Atmos En rgy, aric Venzon to adjust the location of existing facilities. 13 The ci ntral.,tor is responsible for traffic control. This is not a separate a item. 14 Nol s it areas are available on this site. 15, A] III ro ani ground -mounted mechanical equipment shall be screened frc n view i r isolated so as not to be visible from any public right-of-way r residentii il di strict within 150' of the subject lot, measured from a point v feet at :)ve grade. Such screening shall be coordinated with the building r itecture� materials, colors, and scale to maintain a unified appearance. 16 Certifi ate f Occupancies may be requested for each building separately. Eu ing, nui be are shown hereon in circles within each building footprint. 1 For th pp oses of signage and NRA requirements, this lot shall be Co idered o b a part of Liberty Subdivision building plot. 18 Contra for shall restore all disturbed areas in equal or better condition. PLAN OTES: 1. Name of project: Country Inn & Suites 2. Legal ©esdnption: Lot 2AR-2, Liberty Subdivision, 1.738 AC Owner r APRS, LTD. C/O Sandie Patel 2 2 Marta Street College Station, Texas 77845 (9 9) 324-9891 Engineer. Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 I Colle) a Station, Texas 77840 (979 260-6963 E. Zoning i Ge ieral Commercial (C-1) 6. Existing U' e: Undeveloped -Vacant Propo ed se: Commerical Retail 7 Setba <s: er City of College Station Ordinances 8. Site Aa: 1.738 acres 9. Water Dem' nds: Min.=O gpm, Avg.=11.62 gpm, Peak=46.5 gpm 1 b Sanitary Demands: 8580 GPD N 'on - Na Porti of his site lies within hm the i 00 ear floodplain to Iain bounds per t Y P boundary P FEI1A,2, s Flood Insurance Rate Map panels 48041CO144 C. Effective date: Jul 1919, 2. Typical Island Radius & Parking Stall Detail ughout {I; R 5' w 'a' r:~:a w W r Th o \\ r a / Parking Islands I II :yam`' �'� z Y ;• Unless Otherwise Noted II , 2 - 3 V21 x 4 CONCRETE FILLED PI IN 2' 12• F'E8 DEEP FOO'i'MG CL a _ II �R3, 1 f% I end -z TYPICALFILL EAC14 j / 4 CMU CEI I a) i- E9ARWT14 GRO�014 RERFORING, TYPICAL rrI I ►► o III . i� ,� :.0� �:. `- ` b , ; Z o I / � 1 , -P I � _ , ., , �,. - ' r 1� I/ (, � --- •� _i 81 X 16• x 41 CONCRETE I I I ; : � t< ' ,�• ; - rl _ __._. --- M,480NR1' � WTH TRIMTRi TYPE thL4L "iNT REIPFORCING AT EVERT = OTHER CGIJRSE TO SPANCMU ANP VENEM 9 12sxMR CONCRETE BEAM v',.,, > . :•:.. •:_: _ :: -, _ _ ., - r ,� I UIfM 2 9'S TOPAND BOTTOM '�`�•• : � .,�„-;•-•.''.=�' o IX 6" SS '-I--'-----.._ ,aND 9 BTiRR1JPS AT 4' O '�',_ `w. �-"-•"":- ' I SERVICE UNE • 36 METAL GATE sos / FILL FRONT 3 CELLS OF CMU wT>{ Gtaour ANP 04 REBAR REftft=W_% TYPICAL II 1 R27 5' w =`ems`• rl FACE BRICK TO MAT II I 3 �5 5' 3s4.os BUILPM TYPICAL II I a r ?' �r� I\ ® 2- 3 1/1• X W -W PIPES I 11 �I SF 3' DEEP tea FCOTM 330 I-II � METAL PANELS TYPICAL I '= ��/ o I a�� 11 I ELJv 11 � �0 0 LAl V II = D I r ,w I KTA , II '' ii �, , r i L7 DU FSTEFR SCfi� N DETAILS 11LnW { .�1� I , V 11 I : L 1 ,, I f e II I , s t I I I ,t' I° r. .>t:.� � _ • .'..� '.. DU PSTER 11 /J/ � _ - • /`; - PAD ---_ N � � I �]i - - - II to / �' , � •� � �+ =�.- - I o e -." ' � I SEMENT -- � INSERT F d 92 co T.979.26 HANDICAP SIGN F.979.260.3564 - SEE OEf.- DRIVE EAST SUITE r WIDE MV;ONAL COLLEGE STATION,. TX 77840 SRMVE O 24' O.Q. o mEj HANDIGP SYMML) a s` imr I a� I s' wN I e' 1m+ II � 7.5' SIDE�I iso - � :_ . ,� i : � � 'I •SETBACK I I s 143 ' s ces VAN ACG'ESSBLE MC SMP/MG DETA/L II � SF , • NIS 5 TYP SF I 5 II o I R LOT :.2AR 2: r , 35 I o � � I I I ., a , - TYP 180 t � IIRAW _ .II II :N , � I ao _ rn-...+.. ..:....:::L •::ERTY .SU � SIO:N:: d B B D IVI. ��. r ,., _ NANDICAP SIGN I I Q ti.. .- , N SEE DEf , J s A , d - r ... 1.:x3.8. • ACRES N , N V A WIDTH I .;/ � � I I IX A BLE a N I _ �. p E T / a- •�- z 0 ACI EASEM N I 5 --J _ N R3.5 /.• - -, - -� PLAT 6128 7 � � : .. TYP. �- `? ' . -. ; ... 15562 : _ , �-• II , 432.14 r o - _ `'= - -•,-: _ r I 4 I r- t - R3.5 --s , Q c' - 10N - I I - - 5 SY ROCK RIPRAP . o - It E,IIC ^� S7R►PIMG DETAIL POOL 's't<> I c°I ' Nis Flag Pole ' S ACK Lamind , 'Y. • 1 Y' _ `.•-_ _ - Property Bounds - - Y rY I I;' ,_ : ; FIRE LANE FIRE LANE FIRE LANE m_:.�-� _,- _ -- t'I _ �'`-•_, Fire Lane 414 •� ,a- ,. ��/ - `� 25.5' / _, z Water Line wL EX 10' PUBLIC SS {{ ?. AC Condensate Sanitary Sewer Line UTUTY EASEMENT OE Overhead Electrical 10 `1) '� AC Condensate I Contours 310 Pis e P -_ -- AC Units ❑❑❑ r I ' aY 1� s I FDC w 11 � Cleanout ❑ MH 0 384F13 , All curbs and curb ends designated as firelanes on plans shall be pointed red . With 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not .be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage. ®FIRE LANE -NO PARKING -TOW AWAY ZONE® I' 18" x 12" *FIRE LN* STRIPING II See Ordinance for additional Information _ VICINITY MAP SCA FIRE LANE SIGN LE. N.T.S. ERAL CONS UCTION NOTES: It shall be he responsibility" . ' of the Contractor to verify the exact location o exi m under r f ALL g g ound utilities. Furthermore, the Contractor shall I tact all utility company representatives a minimum of 48 hours in advance of any exic ovati Ion. a. Contact Dig Tess ®1-800-344-8377 b. Contact Kimberly Winn ®ATMOS 774-2506 C. d nta t Mike Lavender ® Suddenlink 846-2229 d. Conta t Gilbert Martinez @ College Station Electrical 764-3660 e. Conta t Mitchell Gas ® 779-4460 f. C n ct Union Pacific Resources ® 778-8525 hConto t Richard Wallace @ Verizon 821-4752 . Contact Butch Willis @ College Station Water & Sewer 764-3660 2. All caristructlon shall be in accordance with the current City of College St tion (C.S.) S -andard Specifications for Street Construction, B/CS Unified Te hnical8�ecifcations, Water and Sewer and Generals, 2007, and BCS Unified D ign 'Details. All inspection shall be performed by the staff of the City En ineer of) C.S. All construction shall be coordinated with the City of C.S. Ci Engineer. 3. In lieu of using the construction materials indicated in these plans, the Cc tractor shall obtain written approval from the City Engineer for any su istitution p6o to Construction. Requests for changes should include product iirmation and an engineers seal where applicable. The contractor shall be KIn incially9spo isible for the engineers time spent reviewing changes and re signing based on contractors requests. , •. Trench S3 ty Requirements shall be in accordance with O.S.H.A. Standard 2 CFR Part 1G26 Subpart P. For general requirements, see Sheet S3 for de ails. 8. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified Id ratory, at the Owner's expense, to verify these standards. Any retesting du t to substandard work shall be at the expense of the Contractor. §tI ictural areas' shall include all sidewalks and shall extend 5' beyond the (u lines pf al� streets, alleys and parking areas. It is tt responsibility of the contractor to comply with all State and e eral Reg lotions regarding construction activities near energized overhead o er linasAdc itionally, the contractor shall coordinate all proposed work and r t edu'res (uvith the City of C.S. Electrical Division. 7. All ;material & labor not identified as a Separate Bid Item shall be ao sidered subs diary to the item in which it is used. All materials and eq Kpment hall be both furnished and installed unless otherwise noted. 8. The Cc ntractor must provide construction staking from the information pr vide on these plans. i ed by construction shall receive cellulose fibermulch seeding. 90 Trench xpm, e' be left open overnight if properly barricaded. - i 1 Adlustm nt' ' f Water Meters,' Valves, Manholes, Irrigation Systems, and any ott 3r Public or Private Utility, etc. are not separate pay items. The Price of thq adjust�j ent hall be subsidiary to the construction of Sewer Line, Force Ma , etc. 112 The contra for shall coordinate with Suddenlink Communications, Atmos En rgy, aric Venzon to adjust the location of existing facilities. 13 The ci ntral.,tor is responsible for traffic control. This is not a separate a item. 14 Nol s it areas are available on this site. 15, A] III ro ani ground -mounted mechanical equipment shall be screened frc n view i r isolated so as not to be visible from any public right-of-way r residentii il di strict within 150' of the subject lot, measured from a point v feet at :)ve grade. Such screening shall be coordinated with the building r itecture� materials, colors, and scale to maintain a unified appearance. 16 Certifi ate f Occupancies may be requested for each building separately. Eu ing, nui be are shown hereon in circles within each building footprint. 1 For th pp oses of signage and NRA requirements, this lot shall be Co idered o b a part of Liberty Subdivision building plot. 18 Contra for shall restore all disturbed areas in equal or better condition. PLAN OTES: 1. Name of project: Country Inn & Suites 2. Legal ©esdnption: Lot 2AR-2, Liberty Subdivision, 1.738 AC Owner r APRS, LTD. C/O Sandie Patel 2 2 Marta Street College Station, Texas 77845 (9 9) 324-9891 Engineer. Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 I Colle) a Station, Texas 77840 (979 260-6963 E. Zoning i Ge ieral Commercial (C-1) 6. Existing U' e: Undeveloped -Vacant Propo ed se: Commerical Retail 7 Setba <s: er City of College Station Ordinances 8. Site Aa: 1.738 acres 9. Water Dem' nds: Min.=O gpm, Avg.=11.62 gpm, Peak=46.5 gpm 1 b Sanitary Demands: 8580 GPD N 'on - Na Porti of his site lies within hm the i 00 ear floodplain to Iain bounds per t Y P boundary P FEI1A,2, s Flood Insurance Rate Map panels 48041CO144 C. Effective date: Jul 1919, 2. Typical Island Radius & Parking Stall Detail ughout {I; R 5' w 'a' r:~:a w W r Th o \\ r a / Parking Islands I II :yam`' �'� z Y ;• Unless Otherwise Noted II , 2 - 3 V21 x 4 CONCRETE FILLED PI IN 2' 12• F'E8 DEEP FOO'i'MG CL a _ II �R3, 1 f% I end -z TYPICALFILL EAC14 j / 4 CMU CEI I a) i- E9ARWT14 GRO�014 RERFORING, TYPICAL rrI I ►► o III . i� ,� :.0� �:. `- ` b , ; Z o I / � 1 , -P I � _ , ., , �,. - ' r 1� I/ (, � --- •� _i 81 X 16• x 41 CONCRETE I I I ; : � t< ' ,�• ; - rl _ __._. --- M,480NR1' � WTH TRIMTRi TYPE thL4L "iNT REIPFORCING AT EVERT = OTHER CGIJRSE TO SPANCMU ANP VENEM 9 12sxMR CONCRETE BEAM v',.,, > . :•:.. •:_: _ :: -, _ _ ., - r ,� I UIfM 2 9'S TOPAND BOTTOM '�`�•• : � .,�„-;•-•.''.=�' o IX 6" SS '-I--'-----.._ ,aND 9 BTiRR1JPS AT 4' O '�',_ `w. �-"-•"":- ' I SERVICE UNE • 36 METAL GATE sos / FILL FRONT 3 CELLS OF CMU wT>{ Gtaour ANP 04 REBAR REftft=W_% TYPICAL II 1 R27 5' w =`ems`• rl FACE BRICK TO MAT II I 3 �5 5' 3s4.os BUILPM TYPICAL II I a r ?' �r� I\ ® 2- 3 1/1• X W -W PIPES I 11 �I SF 3' DEEP tea FCOTM 330 I-II � METAL PANELS TYPICAL I '= ��/ o I a�� 11 I ELJv 11 � �0 0 LAl V II = D I r ,w I KTA , II '' ii �, , r i L7 DU FSTEFR SCfi� N DETAILS 11LnW { .�1� I , V 11 I : L 1 ,, I f e II I , s t I I I ,t' I° r. .>t:.� � _ • .'..� '.. DU PSTER 11 /J/ � _ - • /`; - PAD ---_ N � � I �]i - - - II to / �' , � •� � �+ =�.- - I o e -." ' � I SEMENT -- � INSERT F d 92 co T.979.26 TYP. METAL PA42LS TO MATCH DRIVE -TTM fREAR ELEVATION K,TA ,p � I _ � I --=- --.__-- II � � ❑ -��__ � / I I � ' zo7ss / -1 SF \ I / I I Y~ . I EX 10 PUBLIC- =- 4 - 3 \ ;..:; . ;:::Yti t.•�ur� ,.: �::.. 35...:.. EASEMENT I 11 - .TYP _o�. ..,�: +. - s ELEc UTUTY r BW _7 TYP r 1 5S SERVICE LINE. /: / �� c PLAT 6128\7 F I I I F tl:.:.:...:.... . ,.,.... / .:;....,,:. . - - .. -:.. ..: E.. ... s1 R 5 t i 1 0. Conduit \ N S � 1 ' ..,. _-::.a•.._:..,:..,.;...:.;.;::....;. :... �_.. ...._:_.•,:... .; �.' Exit ( ?. Connect � ' vId verify 1 , Contractor sh Id t ff t t t fY ? F q : S T I gu 1 R5 5 \ / L Olocation of Exist. nduit \ v0 /O °R l� r r „ O F \ I 360 ..... ,: _ -:.... ; _ .._... •.: .. ,....: ❑) r _:........ - n 1 � .. ► � I \ pt. II I 1 N PV uKtsr\�\ \ \ C C O, 1 SF ,� / � / r a27b �ar� 282 �. r ' \ ° II It r tl � EX " ss 1 ,�-F �\, \ syq�i�-70 `•. 11 / ' I, I \\ '' m • .- -- -' '�- - - :: :. % � , , .: / � •,. , „ `c!y? _ l; E�A . R+ SERVI E UNE , � �° � �� CON <� e TOR \ R ' /L RG OND 20 P Buc _ � • � _ � UTILITY EASEMENT // o? / � qy R _ . _ -- Pro Fire � __. _ _ _ - - / � o � 10' PRIVATE � \ \ S Hydrant \ o _. � \ �� C�y\� '��� --_._ 1 `�•� � // SEWER T ���\�\� - I . \ _-�" \ \ �\ 6g � S�Oh � _-•--__ 11 t o ..• -' � � � 4==39'02'_\ <IIEX 10' PUBLIC '-•--=-�--- \ �'\\ �� � ISS '_ `_-- =•� --- _.--__ _.1- \ � 11 // "'� U1 ...s-� ,.."..lmo24" pROp �\ �� o \ I UTLffY EASEMENT \ CH=N 60'35'" � Own- ?0' P � �\ � �%\ ! ' = _ -=- ..-.. __ \ \ / \ \' \� � � �---•-_. ��. a � �l 1 1 GOP m EX 8" � � R� �FMFNTc \ _ �/ EX 30' CROSS •••i i� � \ \� � � CESS -72. _--- \ __ � 0 0 I ��\ _ r\ % ACCESS EASEtu 'NSI. �-- - /' / \ \ \� � � X,AC 1 1 WATERLINE __..._--=- -- -_-_� \\ \s. \ EA T •• .•„ IX 15 PUBLIC _"-'- -L. - `' �•�,` ss � '' .� \ \ % ❑ � ❑ --- `-_ ._- _ \ \ \ \� w� \ �\�••-•,.�•__. N 59'21�'�•.`......�, � ( U•n QTY EASEMENT � --``��� ' � �'►\ , �' :�- \ \ � ` _'. =�•_. 25 E 69' /� _ � L v,+ -s _____.�.: � _� \ . \ \�\ t •\ EX 10' PUBLIC \�\ o UTLITY EASEMENT _ _ ._ - _ ._ _ _ _ L\� \\ \ PLAT 6128\7 P 6NE \ \ \�'_-- L.?1 ��rY�jq�T FO _.. _ -_-�_�_-_` e-wi-_____-- ...- - _ \ � \ � \\\� � �• \ SON OFN OH R - - -._. _,_• _��._�� 8 -WL � 11 I70 4 Guest Roor�►s = 62 d Parking: 1 ps/guest room =62 guest room/1 ps =62 ps I Meeting Room Area = 704.21 d Parking: 1 ps/200 sf meetingroom =704.21 sf/200sf=4ps it Parkin Provided =66 Parking Spaces (3 HC P.S. Inc.) •nor Isla ds: I; terior Parking Spaces/15 x 180 SF= P_. /1 x 1 0 SF = 240 SF (SEE INTERIOR ISLAND DRAWING) MITCHELL IV49 I T.979.26 0.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 1204 COLLEGE STATION,. TX 77840 PLAN de DESIGN PECIAIJSTS IN CML ENGINEERINI RAULICS HYDROLOGY • UTIL nEs • sTREETs SITE PLANS • S IBDIVISIONS www.mitchellono i mor an.com OF TFC �p,C� 5:• •'9tP .. ......... ......... VERONICA J •MORGAN ......;. .11 The seal appearing onis authorized by Veronica 77689 on Decemb document wo ',B. Morgan. P.E. 'r 1. 2008. m:2.IM U ltmm�•L1.1C C � � Otyly O C3 D U i O O 0 1� 0 Q) O ii (n a� 0_ IW i " J V O 4 - ME, -9 W71- � Ma0i ��l Landscape Calculations Required 4, POINT CALCULATIONS Site - 751716 / 1000 x 30 = 2,272 Points STREETSCAPE SOUTHWEST PARKWAY: 213' (Frontage) 213' / 50 X 300 = 1,278 Points Required 213' / 25' = q Canopy Trees Required TOTAL POI NTS REQUIRED = ,% 550 Points CANOPY TREE REQUIREMENT 3, 550 Total Points x 50% = 1,776 Canopy Tree Points Required Proposed Landscaping NEW CANOPY TREES (container) (3V' Cal.) G @ 300 Points 1,800 Points NEW NON -CANOPY TREES (container) 240 Points 6 @ 40 Points " SHRUBS (5 gal. or larger) 154 @ 10 Points 11540 Points TOTAL PROPOSED LANDSCAPING 3,580 Points 2-L0 POOL SIDEWALK L -Z... ZZ_J V Ll Z N - 1 c� S 31'016'55° E 388.23' �rmrii� 15 SERB FLAG POLE _ SIDEWALK `Z \ 19 -SG N r I 4 -CM r O 110 Sq. Ft. Enhanced Paving r� 14-E 10-L u7 z -- 1-1_00 a O b• LAWN LAWN G 13- . 13-E 7 LAWN IY� SIDEWALK 10 - 7IYAL DUM STER F TO GENERAL NOTE # 9) . 26-0 Ito Q r ry °J LAWN 10-\E- LLJ F- <C. 9• W41P[� [407 OF000...............ROBERT B. RUTH1434 °°.. •:FGIST��4oQ o000 10/13/08 N N 40N Z in r1,0 N a �N �-N0 U }I X {p � c ' o r0� Ziii� J� 06.�L N Z®E C -I Landscape Plan L � o Ref; None Scale: I" - 20' •� �..� ote: Verify all dimensions before construction. North NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass 15 required in parking lot islands, 5LualeS and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. Plant List 04. Broken pieces of sod (smaller than 8" square) are not acc ip able. Key ©01AIty 31w Common None Motanleal Name) Palet Value PoIr" carrertertte r lud from N Conopy Trow keelpina the LO106 3%2' Cal. Live Oak (Quercus virginla) Id 1800 10/12' Ht., 3/4' 5p., Matched 6'-0" Clear Trunk Min., Container minimum trunk diameter of 3%211, V Non -coapt' Trees 08. An automatic irrigation system shall irrigate the entire lan aped CM ® 6 2" Cal, Crape Myrtle (Logerstroemia Indica 'Bashom's Pink') AO 2A0 6/8' Ht., 3/4' Sp., 3-5 cones, Matched, and toi give (30 Gal.) See Landscape Architect for Specific Instructions for Bed Pr 02. All Plant Material must be approved by the Landscape Arc installation. H ct bef Min. Cane Dia = 1", 4' Clear Trunk II. Five pounds of fertilizer (3-2-1 ratio) per 1000 Sc, Ft. shal be to incorporated into bedding soil, E @ 50 5 Gal. Elaeagnus (Elaeagnus x ebbingel) 10 500 36" Height Min., Rooted, Full L �° 36 5 Gal. Llgustrum (Llgustrum japanicum) 10 360 36" Height Min., Rooted, Full 0 ® 26 5 Gat. Hardy Pink Oleander (Nerlum oleander 'Hardy Pink') 10 260 36" Height Min., Rooted, Full SG ® 42 5 Gal. Sea Green Juniper (Juniperus chinensis 'Sea Green') 10 420 36" Height Min,, Rooted, Full I Qr =W Cmw / Amuck / Peromlala ■ Turf Lawn (Verify) 5q, Ft. Common Bermuda (Cynodon doctylon) 0 0 5olid Sod, Weed Free TOTAL PROPOSED LANDSCAPING 3, 580 Points a 15 SERB FLAG POLE _ SIDEWALK `Z \ 19 -SG N r I 4 -CM r O 110 Sq. Ft. Enhanced Paving r� 14-E 10-L u7 z -- 1-1_00 a O b• LAWN LAWN G 13- . 13-E 7 LAWN IY� SIDEWALK 10 - 7IYAL DUM STER F TO GENERAL NOTE # 9) . 26-0 Ito Q r ry °J LAWN 10-\E- LLJ F- <C. 9• W41P[� [407 OF000...............ROBERT B. RUTH1434 °°.. •:FGIST��4oQ o000 10/13/08 N N 40N Z in r1,0 N a �N �-N0 U }I X {p � c ' o r0� Ziii� J� 06.�L N Z®E C -I Landscape Plan L � o Ref; None Scale: I" - 20' •� �..� ote: Verify all dimensions before construction. North NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass 15 required in parking lot islands, 5LualeS and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 03. Verify all quantities before installation. Plant List 04. Broken pieces of sod (smaller than 8" square) are not acc ip able. Key ©01AIty 31w Common None Motanleal Name) Palet Value PoIr" carrertertte r lud from N Conopy Trow keelpina the LO106 3%2' Cal. Live Oak (Quercus virginla) 300 1800 10/12' Ht., 3/4' 5p., Matched 6'-0" Clear Trunk Min., Container minimum trunk diameter of 3%211, V Non -coapt' Trees 08. An automatic irrigation system shall irrigate the entire lan aped CM ® 6 2" Cal, Crape Myrtle (Logerstroemia Indica 'Bashom's Pink') AO 2A0 6/8' Ht., 3/4' Sp., 3-5 cones, Matched, and toi give (30 Gal.) See Landscape Architect for Specific Instructions for Bed Pr 02. All Plant Material must be approved by the Landscape Arc installation. H ct bef Min. Cane Dia = 1", 4' Clear Trunk II. Five pounds of fertilizer (3-2-1 ratio) per 1000 Sc, Ft. shal be Shrubs incorporated into bedding soil, E @ 50 5 Gal. Elaeagnus (Elaeagnus x ebbingel) 10 500 36" Height Min., Rooted, Full L �° 36 5 Gal. Llgustrum (Llgustrum japanicum) 10 360 36" Height Min., Rooted, Full 0 ® 26 5 Gat. Hardy Pink Oleander (Nerlum oleander 'Hardy Pink') 10 260 36" Height Min., Rooted, Full SG ® 42 5 Gal. Sea Green Juniper (Juniperus chinensis 'Sea Green') 10 420 36" Height Min,, Rooted, Full I Qr =W Cmw / Amuck / Peromlala Turf Lawn (Verify) 5q, Ft. Common Bermuda (Cynodon doctylon) 0 0 5olid Sod, Weed Free TOTAL PROPOSED LANDSCAPING 3, 580 Points 03. Verify all quantities before installation. 04. Broken pieces of sod (smaller than 8" square) are not acc ip able. 05. All Crape Myrtle Trees are to be pruned up to expose 4' c r trun (s). 06. Landscape Contractor is responsible for clearing any dirt or r lud from N public roadway. Landscape Contractor is also responsible for keelpina the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall' be containerized anc have a minimum trunk diameter of 3%211, V General Notes 08. An automatic irrigation system shall irrigate the entire lan aped ire 01. All Plant Material shall be pruned / shaped as per LandscapE Archl ect reen. o after installation to remove any broken or damaged branches uniformity of shape. and toi give See Landscape Architect for Specific Instructions for Bed Pr 02. All Plant Material must be approved by the Landscape Arc installation. H ct bef re' II. Five pounds of fertilizer (3-2-1 ratio) per 1000 Sc, Ft. shal be 03. Verify all quantities before installation. 04. Broken pieces of sod (smaller than 8" square) are not acc ip able. 05. All Crape Myrtle Trees are to be pruned up to expose 4' c r trun (s). 06. Landscape Contractor is responsible for clearing any dirt or r lud from public roadway. Landscape Contractor is also responsible for keelpina the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall' be containerized anc have a minimum trunk diameter of 3%211, 08. An automatic irrigation system shall irrigate the entire lan aped ire 5, Oq. Typical Dumpster Screen Fencing is to be a 6' Ht, Wood Pri eacy S: reen. 10. BeddingSoil flower beds shall be prepared to a depth o ( ) p p P f Inches. See Landscape Architect for Specific Instructions for Bed Pr paratiorn, II. Five pounds of fertilizer (3-2-1 ratio) per 1000 Sc, Ft. shal be incorporated into bedding soil, 12. Bedding Soil mix shall be an 6" layer of 20% Sandy Loam psoil nd 80% Black Humus (black velvet). 13. All flower beds top dressed with a 2" layer of Black Hum s, 14. Install 3' diameter mulch rings (3" thick, Black Humus) aro nd all trees in lawn areas. 15. All plant material is to be guaranteed for I full year. 16. Erosion control is required as needed and cleanup shall bei luded. I Date: 8 --13 - 08 Revisions: •J Sheet Number 09d LS1 9 i- I - - -.L : - r -1 UE— L _ 24 RCP - _ �PffOJECT MARK: SQUARE CUT INBACKOF CURR�jOFUE I�NAT DRIVE APPROX. vL �t =—,� - U E — 220 FROM SOU WEST PARKWAY X= 3565959.36, Y 1 11251.07, ELEV.= 283.90 SOUTHWEST PARKWAY \E - � --_ \\283 // \ VARIABLE WIDTH R.O.W. ����\ _J � 319 319 .�\ 319 'UE i N 51'33'41 " E 172.80' �\ alt. �'� EX P �� \ 2gs\ _� —� ` �•� STORM DRAT PIPE ----- I II —=-- \---------- —j— ----------------- \--� `� M RAMP HANDCAPPED PARKING ao T IDENTIFICATION LOOD TO BE PAINTED ON PAVING &S SYMBOLS _SIM M7_ STON BPogii BWE .BACKGROUND) 5. 6. Zoning: sDi1PING O 24' D.O. offs ro HANDICAP SYMBOL 00 l ru 8• MIN I ! Used: Undeveloped -Vacant T' To d Use: Commerical Retail I — Z4• D MC SYl/BIOiC:&CTM in 's: Pr City of College Station Ordinances M RAMP NG IF4W All curbs and curb ends designated as firelanes on plans shall be painted red with 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of :signage. FIRE LANE NO PARKING TOW AWAY ZONE 18" x 12" *FIRE LN* STRIPING See Ordinance for dd'f I I f T.979.26 .6963 F.979.26 .3564 511 UNMSITY'DRIVE EAE SUITE 204 -OLLEGE STATION, TX 778, PLAN & DESIGN ECIALISTS IN CML ENGINEERING'* HYDRAULICS HYDROLOGY * UTI ES * STREETS SITE PLANS * SUBDMSIONS U I Iona n ormatlon VICINITY MAP w VERONICA J B MORGAN FIRE LANE SIGN SCALE: N.T.S. o : 77689 O \ E ERAI� C NST�2UCTION NOTES: s'ocFG� Ft��``' 1 it shall be he responsibility of the Contractor to verify the exact location 1, FSS...ST N6� a MIN s• MIN qo, LL exis'ng underground utilities. Furthermore, the Contractor shall �0 aL callact allutility company representatives a minimum of 48 hours in advance W SMRMG MUM off ny excalation. Typical Island a. Contac Dig Tess CSD 1-800-344-8377 Radius 8c ParkinLamdg Stall eta I I b. Cd itac Kimberly Winn @ ATMOS 774-2506 m g po c. Co�Ttaci Mike Lavender ®Suddenlink 846-2229 Do d. Cc itaci Gilbert Martinez ® College Station Electrical 764-3660 0e. �� T f. Cont tact Union tact ell Gas 0 779-4460Pacific R sources @ 778_8525 a v m In PrOPerty BOUndary - - 1 _C tac Richard Wallace =® V�nzon 82_1__ 475 W _ - _ _ =, _ _., -.. IRE -LAN _��- - _. F-Tre•:. a.ne E FIRE "CANE- -FIRE CANES .- "— . _ .----_ __._ _ _. 9• 2_ h. i'I C toe Butch Willis ®College Station Water &Sewer 7s4--3660 - Water Line WL Sanitary_ Sewer Line ss Overhead . Electrical OE Contours 310 AC :Units ❑❑❑ FDC > Cleanout ❑ MH Q 9' ao T o- HANDICAP SIGN _SIM M7_ 4' WWIDE DIACONAL 5. 6. Zoning: sDi1PING O 24' D.O. offs ro HANDICAP SYMBOL 8• MIN l e' MIN 8• MIN NG IF4W All curbs and curb ends designated as firelanes on plans shall be painted red with 4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of :signage. FIRE LANE NO PARKING TOW AWAY ZONE 18" x 12" *FIRE LN* STRIPING See Ordinance for dd'f I I f T.979.26 .6963 F.979.26 .3564 511 UNMSITY'DRIVE EAE SUITE 204 -OLLEGE STATION, TX 778, PLAN & DESIGN ECIALISTS IN CML ENGINEERING'* HYDRAULICS HYDROLOGY * UTI ES * STREETS SITE PLANS * SUBDMSIONS U I Iona n ormatlon VICINITY MAP w VERONICA J B MORGAN FIRE LANE SIGN SCALE: N.T.S. o : 77689 O \ E ERAI� C NST�2UCTION NOTES: s'ocFG� Ft��``' 1 it shall be he responsibility of the Contractor to verify the exact location 1, FSS...ST N6� a MIN s• MIN qo, LL exis'ng underground utilities. Furthermore, the Contractor shall �0 aL callact allutility company representatives a minimum of 48 hours in advance W SMRMG MUM off ny excalation. Typical Island a. Contac Dig Tess CSD 1-800-344-8377 Radius 8c ParkinLamdg Stall eta I I b. Cd itac Kimberly Winn @ ATMOS 774-2506 m g po c. Co�Ttaci Mike Lavender ®Suddenlink 846-2229 Do d. Cc itaci Gilbert Martinez ® College Station Electrical 764-3660 0e. �� T f. Cont tact Union tact ell Gas 0 779-4460Pacific R sources @ 778_8525 a v m In PrOPerty BOUndary - - 1 _C tac Richard Wallace =® V�nzon 82_1__ 475 W _ - _ _ =, _ _., -.. IRE -LAN _��- - _. F-Tre•:. a.ne E FIRE "CANE- -FIRE CANES .- "— . _ .----_ __._ _ _. 9• 2_ h. i'I C toe Butch Willis ®College Station Water &Sewer 7s4--3660 - Water Line WL Sanitary_ Sewer Line ss Overhead . Electrical OE Contours 310 AC :Units ❑❑❑ FDC > Cleanout ❑ MH Q 9' ao T o- TYP. 00 2 All eon ruction shall be in accordance with the current City of College S ion (C. �) Standard Specifications for Street Construction, B/CS Unified T nical Specifications, Water and Sewer and Generals, 2007, and BCS Unified D gn Deta s. All inspection shall be performed by the staff of the City Z E neer of C.S. All construction shall be coordinated with the City of C.S. Q C t, Engine i 3 In lieu bf using the construction materials indicated in these plans, the L C ractar all obtain written approval from the City Engineer for any CIO s titution riot to Construction. Requests for changes should include product LL_ r1l i f -motion nd n engineers seal where applicable. The contractor shall be fire cially re, 3par sible for the engineers time spent reviewing changes and (D R3.5' -Typical red signing basec on contractors requests. o \ O Throughout 41 Trench afe Requirements shall be in accordance with O.S.HA. Standard Q Parking Islands 2 FR Pa 1926 Subpart P. For general requirements, see Sheet S3 for U Unless Otherwise Noted de�t els. t1 Q O 2- 3 LJ2 x 4 FI ,�, 5 � TRENCHING D BA . � COqNC�iETE LLED TREN BACKFILLING: All trenching and backfilling shall conform s 4` PIPES IN 2' DEEP FOOTING to he Spec Tcat ons set out herein. Testing shall be x . TYPICAL OCK COLME P g provided by a certified V lab atory, I th Owners expense, to verify these standards. Any retesting METAL PANELS TO FACE BRICK TO MATCH FILL EACH COINER CMU CELL MATCH DRIVE -THRLI BUILDING BRICK du to substandard work shall be at the expense of the Contractor. OATH GROUT AND 04 RESAR TYPICAL Sn ctural a, ms hall include all sidewalks and shall extend 5' beyond the �'��- cot lines oaf all streets, alleys and parking areas. 6J It is they resQonsibility of the contractor to comply with all State and Fed Fal Reglations regarding construction activities near energized overhead po r lines. Addi ionally, the contractor shall coordinate all proposed work and V x 160 x 4° CONCRETE pro edures with -he City of C.S. Electrical Division. MASONRY INTOJOINT 7 All mate 'als j& labor not identified as a Separate Bid Item shall be ��0RC� AT �'-m" _ can idered subsi iary to the item in which it is used. All materials and OTf ER COURSE TO SPAN 0 eyu merit all a both furnished and Installed unless otherwise noted. O U ANC> VENEER R 8 The Co ract r must provide construction staking from the information d pro de on ese plans. Tl"x12° BEAM 9� 11 sail a pos d by construction shall -receive-cellulose- fibermulch -seeding: WTN 2 5'S top AND BOTTOM �' HtNGE HARAUI4tiE ` 1 Trenchesma be left open overnight if properly barricaded. (n 'AND *3 STIRRUPS AT 4' O . CANE BOLTS X 0 1 �. djustment of Water Meters, Valves, Manholes, Irrigation Systems, and anyMETL ° AL TE HRON I ELEVATION ofih Public or Private Utility, etc. are not` separate pay items. The Price of 'I`' FILL FRONT 3 CELLS OF the adjustor nt shall be subsidiary to the construction of Sewer Line, Force � CM unTN G44= AND N.T . Mai etc. a>j ct 44 REBAR REINFORGM TYPICAL �""""° 12. The contractor shall coordinate with Suddenlink Communications, Atmos ) II !I s Tc�r r , . -- - w �� FACE BRICK TO MAT — Er'e y, and ere on to adjust the location of existing facilites. 384.0a // BUILDING, TYPICAL 13. The; co itractor is responsible for traffic control. This is not a separate T� sF t C I P,YI D II 330 is = 1I2° x 8'-S• PIPES _ 1,e No sp 1 areas are available on this site. II A EMCKTYPICAL 1iAll roo and ground -mounted mechanical equipment shall be screened3' DEEP tz° FOOTMQ LEI fror view o isol ted so as not to be visible from any public right-of-way DRAINAGE OP80M or siderite I des ict within 150 of the subject lot, measured from a point MEL4t. PANELS. TYPICAL AT 3' O:G. EACH UJALL five feet' abi ve Ode. Such screening shall be coordinated with the building 1 w o CO)anc tecture, ma rials, colors, and scale to maintain a unified appearance. -►- i FLAN 1 Certific to Occupancies may be requested for each building separately. TYPi I i Boil Ing nu ers are shown hereon in circles within each building footprint. 9 P II s p a N.t�l. 1 �. For th pu oses of signage and NRA requirements, this lot shall be IN ►O I o y i ' I c n Idered t be (a part of Liberty Subdivision building plot. 1 ontract r s all res I�ore all disturbed areas m al or belt condition. COD �I I fizr4lz Y�4T ELEVATION equal better ndif II -+:'o I u_ N/ ._-. =. � \ll I 1 ��.I�'I��J' T�� SC����I ��T,�II�S � XTA6 S PLAN N TES: 1. Name of Project: Country Inn & Suites 11 c,i' I i 2. Legal D scr'ption: Lot 2AR-2, Liberty Subdivision, 1.738 AC 9R 3. ;Owner: AP S, LTD. C/O Sandip Patel 212 Marta Street Col ege Station, Texas 77845 a -ERT - 4: Engineer. Mitchell &Morgan, L.L.P. -4- 511 University Drive East Suite 204 — 10' PRIVATE Hydrant op.Fire i\ o H� � - �/ n SEWER Z-� y �_ _ _ 4==39'02'-� �..- I4 � I ; � IIEx 10' PUBLIC I ago C"' H'4..¢" � Rpp ��\ S � \ I UTILITY EASEMENT I 1 �, ..• N 60'35'52"�`\` n/ry ��� �h rn EX 8" R�EX 30' I WATERLINE — _______�-'_ 3 O FAIT I \\� \ CESS E SEt1vENT./"/ _6 \ 1 EX 15' PUBUC -- 1 UTILITYEASEMENT\� 1 �1M-9 ,A, I / NE ELEC verify wain ;--ED( 10' PUBLIC UTLITY EASEMENT PLAT 6128\7 SF 1>1 CIL, 'Ro" X,ACCESS _72' N 59'21''!.""'°° �,■, 25 ...9. 11 N CiY SEP 2 9 2009 ;A` CULLCU'L 0IA1 iu DEVELOPMENT SERVICES PLAT FILED: �rls ScaTe �I hr' zot:__ __.. 4 �- �MP IAN s,r 6 s ` b 4 � � Rte' College Station, Texas 77840 ('979) 260-6963 5. 6. Zoning: General Commercial (C-1) l Existing Used: Undeveloped -Vacant To d Use: Commerical Retail ` 7. Set ac 's: Pr City of College Station Ordinances 8. Site Area: 1.738 acres ( n 9. Water Dem nds: Min.=O gpm, Avg.=11.62 gpm, Peak=46.5 gpm ( 1 10. Sanitla emands: 8580 GPD No Portion 's of this site lies within the 100 -year floodplain boundary per FEM Floo i Insurance Rate Map panels 48041 CO144 C. Effective date: � July 2, 199. P Toa I ING REQ Guest Looms U�IREMENTS = 62 Req Parkin 1 ps/guest room =62 guest room/l ps =62 ps i Tota Re Meeting Parking Roo Area = 704.21 1 • f p6/200 sf meetingroom =704.21 sf/200sf=4ps ^ Toa Parking Provided =66 Parking Spaces (3 HC P.S. Inc.) `� J IntBr r Islands: Interior Parking Spaces/15 x 180 SF= l� 20 I.s. /15 c 18D SF = 240 SF (SEE INTERIOR ISLAND DRAWING) REVIEWED FOR N CONAPI._AANC O c l N CiY SEP 2 9 2009 ;A` CULLCU'L 0IA1 iu DEVELOPMENT SERVICES PLAT FILED: �rls ScaTe �I hr' zot:__ __.. 4 �- �MP IAN s,r 6 s ` b 4 � � Rte' \-Z V ZONE C-1 0 C 0 0 0 0 0O 0 3 -LO 0 _�110 Sq. Ft. Enhanced Paving 10 -SG 4 -CM 14-E 10-L LO Z 0 SIDE 00 1 - LO 0 0 0 LAWN CJ Ll Z(3N I C-0 OF o 0, ROBERT B. RUTH Q ...,.......1434.°........ 34 GIST Opo o� 10/13/013 minimum trunk diameter of 3%2 08. An automatic irrigation system shall irrigate the entire Ion aped '-ea ic C J *1P C ON 0 (000 2 _, 0) P_ too) P- W (0 its 10. Bedding Soil (flower beds) shall be prepared to a depth of See Landscape Architect for Specific Instructions for Bed Ph 11. Five pounds of fertilizer (3-2-1 ratio) per 1000 Sci, Ft. shall incorporated into bedding soil, t X fo 0) 41 N in C M o . ....... 7-7.7. 13. All flower beds top dressed with a .2" layer of Black Humus. O . ... . .. .. A. r G0 _�110 Sq. Ft. Enhanced Paving 10 -SG 4 -CM 14-E 10-L LO Z 0 SIDE 00 1 - LO 0 0 0 LAWN CJ Ll Z(3N I C-0 OF o 0, ROBERT B. RUTH Q ...,.......1434.°........ 34 GIST Opo o� 10/13/013 NqL�;;, LY ILI • LAWN 13= G 13-E LAWN ......... . ...................... SID LK 1P F, X V) 06 V ZONE C-1 Landscape Plan L �Oo Ref; None Scale: 1" = 20' Note: Verify all dimensions before construction, North NOTE: -P 07 100% coverage of groundcover, decorative paving, decorative rock, or perennial crass is reqpired in rarkina tot islands/ 5WOle5 and drainace areas, the parking lot Setback/ rights-of-way/ and adjacent property disturbed during construction, General Notes 01. All Plant Material shall be pruned /,shaped as per Landscape Archit ct after installation to remove any broken cr damaged bronche5� nd,to 0 giv?, uniformity of shape. r 02. All Plant Material Must be approved by the Landscape Arch t !ct be re installation. 03. Verify all cIpantities before installation. 04. Broken pieces of sod (smaller than B" swore) are not occeD able. 05. All Grope Myrtle Trees are to be pruned up to expose 4' cl e( r trun <, (s) 06. Landscape Contractor is responsible for c",earing any dirt or rr ud fro public roadway. Landscape Contractor is also responsible for <eeping th-, site clean during construction and plant installation. REVIEWEDFOR 07. All proposed "New Canopy Trees" shall be containerized and lave a Of'AAM IPU V. minimum trunk diameter of 3%2 08. An automatic irrigation system shall irrigate the entire Ion aped '-ea ic C J *1P C ON 0 (000 2 _, 0) P_ too) P- W (0 its 10. Bedding Soil (flower beds) shall be prepared to a depth of See Landscape Architect for Specific Instructions for Bed Ph 11. Five pounds of fertilizer (3-2-1 ratio) per 1000 Sci, Ft. shall incorporated into bedding soil, t X fo 0) 41 N in C M o >1 NqL�;;, LY ILI • LAWN 13= G 13-E LAWN ......... . ...................... SID LK 1P F, X V) 06 V ZONE C-1 Landscape Plan L �Oo Ref; None Scale: 1" = 20' Note: Verify all dimensions before construction, North NOTE: -P 07 100% coverage of groundcover, decorative paving, decorative rock, or perennial crass is reqpired in rarkina tot islands/ 5WOle5 and drainace areas, the parking lot Setback/ rights-of-way/ and adjacent property disturbed during construction, General Notes 01. All Plant Material shall be pruned /,shaped as per Landscape Archit ct after installation to remove any broken cr damaged bronche5� nd,to 0 giv?, uniformity of shape. r 02. All Plant Material Must be approved by the Landscape Arch t !ct be re installation. 03. Verify all cIpantities before installation. 04. Broken pieces of sod (smaller than B" swore) are not occeD able. 05. All Grope Myrtle Trees are to be pruned up to expose 4' cl e( r trun <, (s) 06. Landscape Contractor is responsible for c",earing any dirt or rr ud fro public roadway. Landscape Contractor is also responsible for <eeping th-, site clean during construction and plant installation. REVIEWEDFOR 07. All proposed "New Canopy Trees" shall be containerized and lave a Of'AAM IPU V. minimum trunk diameter of 3%2 08. An automatic irrigation system shall irrigate the entire Ion aped '-ea J DEC 18 2008 Oci. Typical Dumpster Screen Fencing 15 to be a o' Ht. Wood Pri acy Scree COU-ti,:1t: DEVEL0,PMEN'T'SE'-_'­ - " ' A - k M I . PLAT ALEDA_' �If IV A 10. Bedding Soil (flower beds) shall be prepared to a depth of See Landscape Architect for Specific Instructions for Bed Ph 11. Five pounds of fertilizer (3-2-1 ratio) per 1000 Sci, Ft. shall incorporated into bedding soil, Inch paratic be 12. Bedding Soil mix shall be an 6" layer of 20% Sandy Loom TcDsoil 60% Black Humus (black velvet). a d 13. All flower beds top dressed with a .2" layer of Black Humus. 14. Install 3' diameter mulch rings (3" -thick, Black Humus)or u id all Ire It -4 V 10 Points IIW-" F-WIF140 Lawn (Verify) Sq, Ft. Common Bermuda (Gynodon doctylon) a Solid Sodl Heed Free in lawn areas. Sheet Nu TOTAL PROPOSED LANDSCAPING mber 315130 Points TOTAL PROPOSED LANDSC.\PING 31 SW Points 15. All plant material is to be guaranteed for I full year, 16. Erosion cant ol is reclpired as needed and cleanup shall be I cluded. LS 1