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HomeMy WebLinkAboutDrawingsNotes: 1. The sign shall be 12" wide by 18" in height and be mounted in the location shown. 2. Sign shall be painted on white background with symbols, letters, and border in red. 3. Ssign shall comply with the cob fire service standards. Fire Lane Sign Detail N.T.S Construction Notes: 1. Contractor is to verify the exact location and vertical positioning of existing utilities and service lines within the project area, whether shown on plans or not, at least 48 hrs. prior to any construction. contractor is responsible for any damage done to existing facilities. call 1-800-dig-tess. 2. All radii and distances are measured to the back of curb unless otherwise noted. 3. All site work is to be done in conformance with the Bryan / College Station 2012 Standard Specifications for Water & Sewer and the City of College Station Standard Specifications for Streets & Drainage. 4. All utility lines (water, gas, sanitary sewer, g.t.e., storm sewer, etc.) shown are taken from best available record information based on construction utility map documents obtained by from city & independent agencies and/or above ground field evidence. shown positions may not represent as -built conditions. 5. Electrical conduit for parking lot lighting will be shown on the electrical site plan. 6. Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that ther to p oleo d cone of light does not cross- any property line. 7. The parking lot is 6" depth concrete pavement to meet or exceed minimum City of College Station Requirements. - - -- 8. Landscaping Design & Analysis will be provided on the Landscape Plans. 9. The back of curb radius is shown on the Pavement Plan. 10. The bearing system shown hereon is based on grid north as established from GPS observation. 11. Building Setback lines shall be in accordance with the City of College Station UDO. 12. Solid waste storage areas, mechanical equipment, air conditioning, electrical meter and service components, and similar utility devices, whether ground level, wall mounted, or roof mounted, shall be screened from view from right-of-way. Exterior screening materials shall be opaque and the same as predominantly used on the exterior of the principle; building. such screening shall be coordinated with the building architecture, colors, and scale to maintain a unified appearance. Acceptable methods of screening various equipment include encasements, parapet walls, Partition screen; andbrick Walls. _ P 13. Proposed signs "shall be permitted separately in accordance with ? the City of College Station UDO. 14. Type 3A1OBC fire extinguishers shall be placed at the pumps. Parking .Analysis: Proposed hnprovemcnts: 4,800 SF Convenience Store 1,200 SF Lease Space 1,200 SF Lease Space 7,200 SF Total Retail Area New Required Parking: 24... 1 Space per 300 SF GC -General Commercial New Provided Parking: 26... Straight in Parking 2... ADA Parking w/Van Accessible 10.... Fuel Island Parking • 38.... Total Provided Fire Lane Striping: All curbs - and curb ends designated as firelanes on plans shall be painted red with 4" white lettering stating -ME LANE -NO PARKING -TOW AWAY ZONE". Wording may not be spaced more than 15' apart. M FIRE LANE NO PARKING TOW AWAY ZONE 24" '/4"R 15" f X"R 5" 4 - 0 6" " 3" 19" 1 7 I I o #4 Bars -4 3" 1- 4" - 4" 0 EX" x 18" Smooth Expansion Dowels Drivewav Raised Curb Detail N.T.S 1 SewergMvin 8' N E DO �¢ Q j IW 3ti ,J 0 2 v 15'PUE (11092/100) A% n H8ro Water W 8 ( 30 15 0 30 Plans Approvied t , l w/ Fina/ Plot 55x55' CROSS Proposed%ater 6' Wooden ) / 0� ACCESS EASEMENT 3 O f' PVC PdVVQ Fence �ryh Proposed 1' (11092/100) / Water Meterse 7.5 BLDG SEM4CK r'roPeNJ' 3 -Domestic 6 : ' a 1 /rrigotion f0' B!/FFER / 8' PUE (11092/1010) / V"e .00 q a, •, a �. ^�• z -x -z -x- 10* " a 4 a Proposed 6' ° * �\ I Q`o�, r p 'l. lbncresrte Pant roposed Drain Prop 7.5' BLDG SET&ICK4. Fire Lane ' 1.... ; • K _ a • , ®: Sign :d ; ` . mq A ` ®, a ° '...", .. 4s. Single Story PUE (11092/100) r' -v .�. 8 Storm •. ' ° Drain r� •20 DO t �° • ProposedFF=3269 d I moo,. • . y n I i Tranformer ®; . ° Y A , `, - , . rue/ Disconnect 720x!Sr 12.00 15.40 bu (Exterior of Bldg) Bo//ard T UER25 UE ' ft) Proposed Trash Enclosure w/ 8 CY -®' 930.00 e. g : • RBCeptoc% and 6 00 �-z- z-x-z-z-zix-x-x-x-z-z-x-xrz x y 339 SF s _ Wooden Fence a m' • a� -. a A.. •.m z ° d' a . .. ..$ .•.9.r00' 4 e.® ®µ . �:. ;a • T ' Q,• rN:' ... I (Oates, Must Swing r Open 180, „ 10 4Q. Degrs) , x-° �6 18.00 v \ \ ,LAN ai LAN=-• �. ® • 4 y Property d : e. :. °e :� 12 Storm ' '®' ®::. :..� ti:. f2' Storm a . ® ,: A a:l :° ° 4 Proposed Line a ... Drain :• : ®: : ®4 :o.' . ° .. a <` �e • ,a ®'. ° ' I Light Pole v �,' <• '°•' :; ; ° •-:• • ::: , .. ,.� a. a .. . .: ,. :. • e • °°' ffi' Pro 6' '•®�cb_•�•. " ':� t•®-,-•.'0='_� '•' �"'..; .--�.. ..---`�•�•'e: paced •'�,'' C1p� Concmte Pvmt to �' M• '•m: v n 0.•Pmposed 6' ' .° ,. Q• Eaz��e l.Mr :z -f �,C d ��bFii •a G•' tl p Q • a. . .,®: e °, (,.-:fl}'. W _ N /� y y a ,•,, flctent%On a pY -t "chi u 3 r baa '• a. ' a'. s Pond a Gutter) : 4 : - _, a �:.. _ K s :. < i.. 6 Wooden ..f.x �,-.Ft i'" 1 ,y 1` a 1t� '�a .rax st �'y.'.3m i a Argposed / _ ::: `- Y = i . ... ter: �: y 1 _ k . f PMac Fence 6 PVC l :� �� <: -•;: g ; - _= Fre/ L9/andb aa.: _ •` ,i- g t ��d ;@ .. :e - b _- . 600 ••T �'. .. •'• •.':. •••• a ks' . • `.-ti:• r...: w Can ' A SBeSheet •�". w..Te....e..�» ,n. ,n..:.. .bi..,..,• .,»� .uLa. » , ' ,, �G> 14 .,� -..... -.. F . a_ .. a® fzz.'-sY ..a. -: r,±�,`K :.- -,^`•_av°�cT'.w.tm,.r' .;:: f L"'c„.. »»f �..+^.. •"N' '.:r.`t-r"-.-.:ts• a.: _ C5 for I .' t a®gFuel Parking12�'�� StorSDetention P/ayn; OrIn Drain /� y. • • : Q,A: ' °• .�`�. .o' ' • 'P?s�Q"°' a a :-*• -^-...='b•-�-� ° 25' Bldg Setback D Proposed 316 SF a 4 av a p 8 ' - ' ° ' a Proposed 15' PUE (9515/150 ° �-< Proposed Fire I - e Stdewa/k _ SWewa/k •a . °e.e : '.� : Lane Sign AE AE AE AE ` • AE`s ;z '. ' a AE _ AE -AE -AE -1 AE --s - sign --�--- - - _ _ �: GA (B)' SeparateGAS GAS G1I5--� G G� - .•.-°• T- T T T T '--- T T See Sheet :� Phones Proposed g isti3'�9 L 1 for ,-- ° - a NQTICE! Detention lm Phone Landscoping ' Pane/ Plpe/lne ' •Ouffa// -°., °� : m�,, Proposed 6' The contractor is specifically cautioned that C11F6 d the location and/or elevation of the existing • - ®� ®. Gutter (lYP) utiliities as shown on these plans is based on CONTROL f�ID/NT.• a ®: 112 7R ° , < records of the various utility companies and, -, •,, ' where possible, measurements taken in the p EAvv = 322.40 .3500' • .` ..' field. The information is not to be relied \ N.•1019990&53 e ' .b • : $ ' E:3553504.43 a ,, $: upon as being exact or complete. It is the Proposed --.. avoid all existing .. _ _ ,-_ . � _.__ ___. _ •. a ; a •• - ° - ' >3� • : � .con c r s responsibilityto , -_ - _-- - _ "utilities. andspair any d ed_ lines. at on . .. o_ - __ _._ e, whether the ty' is ,shown on .. ... - own ens - \ proper •. these plans or not. The contractor shall Drainage flume '�- - - K�` - notify the appropriate u 'ty company 48 "� hours prior to any excavati Contact Information: - f, - -q - Texas One Call: -245-4545 Lone Star One Call: -669-8344 °'G . Texas Excavation Safety -344-8377 EkA ng 24' • : �-T -- System ( es) RCP w/ 4:1 SE71s Proposed 24' '� : °d • • is : • College Station Utilities 979-764-3838 - a4 -'- - - - - -- --- RCP w/ 4:1 SET's .: : a��: - Bryan Texas Utilities 979-821-5865 4 -` "° �: _ Atmos Energy 1879-774-2506 i`' -- _ • ` - '` -- --� m• �o . _+:• �� Verizon 9-821-4300- // prop _ __- ___ ;�." . .•tr ' t •a' - --- Suddenlink 9-846-2229 _ _ - - - - `� Lone Re SYriping _ , : __ �- a ' -7 Pbmvermneflt _ ---" For Addit/ona/ Lane Traffic __-- a a' < a' • . e ____ -- `_ 77 _ - of a s�r - Steel Reinforcing Bars Concrete Pavement a a X „- moi%\\ % J�\\�.-�i�%\_ 1�1\\%--,i1\%•,� -Proof-Rolled Subgrade 1. X=6" as Shown on the Plan 2. 6" Pavement - use #4 rebar 0 12" O.C.E.W. Typical Concrete Paving Section i Raised HARVEY MITCHELL PKWY N (ROW VARIES) F � �i �•3' 0 +4' t i if`i REQUIRED TYP 6' Gate Notes: 1. All lumber shall be weather resistant cedar or pressure treated. 2. Pickets are to be 1x6, dog-eared, fastened Concrete Lane ENGINEERING AUG 1'0 2013 55565' CADS G, U A�ESS � 1DEi9ILMOT S�V FLAT FILED: - -- N 85' 26' 49' E 306.00' i w/ 1 3fi" galy. screws, 6' m 7,51 PUE min 2 per connection. (11092 ,/100) v? 3. Rails are to be 2x4 n fastened w/ 3" gale. r screws, min. 3 per Fence to be 3 15' PUE connection. at Top of Curb (1 1 0 92/1 0 0) Lokeridge Subdivis C4 � Lot 2, Block 1 4. Post are to be 4x4, 1.25 AC placed 6 O.C., & set 15' PUE in 3,000 PSI concrete. 2' kj (95151150) 5. Screening fence&'FT� / 1' Z post are to be placed � outside dumpster pad. f 61 (Max) - S 85' 31' 02' W 305.99' Typical Dumpster Enclosure Property Description !, WZ Double -Hung Gatee p y p N.T.S N.T.S n Site P14 General Notes I. The topography shown is from field survey data. 2. Refer to Final Plat for all lot dimensions and bearings. 3. All utilities shown are taken from the best available information based on construction utlility documents obtained by � J4 Engineering from City and Independent agencies and/or above ground field evidence. Shown positions may not represent as -built conditions. 4. The contractor shall be responsible for verifying the exact location of all existing underground utilities, whether shown on these plans or not. Notification of the utility companies 48 hours in advance of construction is required. 5. Contractor is responsible for field verifying existing and proposed grades prior to any construction and reporting any inconsistencies to the Owner. 6. All construction shall be in I accordance-- �wzth the current - BCS --- - Standard Specifications, Details, and Design Guidelines for Water, Sewer, Streets, and Drainage, unless otherwise noted. 7. The contractor shall be responsible for the containment and proper disposal of all liquid and solid waste associated with the project and shall use all means necessary to prevent the occurrence of blown litter. 8. It is the intent of these plans; to comply with all City of College Station guidelines, details, and specifications. 9. See Sheet C1 - General Notes Property Owner/ Applicant: SF Buisness Investments 2606 South College Ave. Bryan, TX 77802 PSE OF 1F t 1 _.. 'gslll, / GLENN JON S / /......... .....0 *� 97600 0 Glow XIX /ONAL •E The seal on this document was authorized by Glenn Jones 7600 on this date, Aug 16, 2013. Alteration of a sealed document with out proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act I set 15 m and Addeew Hoffe=an Exxon 2041 Holleman Drive Lot 2, Block Lakeridge Subdivision---1.2-fAC College Station, Brazos County, 7 nedic I leets Aug2013 scam As Noted C2 mmm �' 1 0 0 W 0 0 Typical tree in sod area, see landscape plans for locations -I- ___ __- to 0 0 N W 3" Depth 8" Depth Notes: Tree Staking & Planting N.T.S 1. Container grown plants only. 2. Remove containers from plants before installing. 3. Place plants in prepared bed as shown. 4. Edge spacing for plants varies with species and location. , Groundcove-r - lant material - TYP evenly ZZdistribute the specified quantity of plants within each designated area. Maintain edge and separation separation' distances between plant types. Shrub Planting N.T.S 3" mulch layer. No geo- textile weed barrier fabric planting beds. Prepared bedding soil backfill (TYP) Guy wire through garden hose (TYP) to the size of container. Top of root ball shall be 3" higher than 2-"T" rocks and any other final grade posts * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 3. Install premixed soil (op) � Bare soil area (TYP)-No turf here Bare soil 3 Prepared bedding soil backfill (TYP) area (TYP) 0 accurate as built irrigation plans no turf here department. Show lines, valves, 1. Fully remove native soil to the size of 5. 100% coverage of groundcover, decorative paving, decorative container. Live Oak swales and drainage areas, the 2. Fully remove all construction debris, .�-g__ .X> and adjacent property disturbed during construction. trash, rocks and any other material (Quercus virginia) 8 greater than 2" in diameter. 1200 .� P•�E OF TE Al 3. Install premixed soil containing 40% Canopy Streetscape sandy loam topsoil, 40% black humus �.... .GLENN*JON ....... Ij and 20% sharp sand. , Notes: VolG } The seal on this document was authorized by Glenn Jones W600 4. Dig planting hole width 12" larger than 1. Trees to be balled and rootball on all sides. burlapped or container grown 5. Scarify root ball. 2. If container grown, remove container from tree before 8. Root flare shall be exposed. planting, 40 400 3. Top of root ball to be 3" Non -Canopy higher than final grade. treated. Rev1a1on/lesue 4. Top of root ball to be exposed. Root ball to rest on native soil 2. Pickets are to be 1x6, dog-eared, Native soil -I- ___ __- to 0 0 N W 3" Depth 8" Depth Notes: Tree Staking & Planting N.T.S 1. Container grown plants only. 2. Remove containers from plants before installing. 3. Place plants in prepared bed as shown. 4. Edge spacing for plants varies with species and location. , Groundcove-r - lant material - TYP evenly ZZdistribute the specified quantity of plants within each designated area. Maintain edge and separation separation' distances between plant types. Shrub Planting N.T.S 3" mulch layer. No geo- textile weed barrier fabric planting beds. Prepared bedding soil backfill (TYP) 1. Fully remove native soil to the size of container. FM 2818 STREETSCAPE: 250'/25 = 10 Canopy Trees Required 2. Fully remove all construction debris, trash, rocks and any other material greater than 2" in diameter. * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 3. Install premixed soil containing 50% native soil, 257 humus' and 25% sand. 4. Dig planting hole width 1.5x larger than root ball on all sides.. 150 5. Scarify root ball. 0 Make sure that plant root ball is fully planted to the depth of the container in prepared planting mix. Do not plant groundcover in mulch layer only. Native soil Points Required Landscaping Requirements 54,450 Disturbed Area (sf) (54450 sf /1,000) x 30 Points = 1634 (Min of 800 Points) Additional Landscape Points for Streetscape Holleman - (146/50) x 300 Points = 876 FM 2818- (250{/50) x 300 Points = 1500 Total Points Required = 3134 Streetscape Required - _ -_ _ _ Provided Holleman Streetscape: 146/32 = 5 Canopy Trees Required Quantity FM 2818 STREETSCAPE: 250'/25 = 10 Canopy Trees Required 8 Canopy Tress Provided & issued. 14 Non -Canopy Trees Provided* Live Oak * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE Points Provided Symbol Size Name &Type Quantity Point Value Total Points issued. 2. Irrigation system must be Live Oak vacuum breaker, reduced pressure principle back flow device, or a e installed as per city ordinance 2.1" -3.4" CAL. (quercus virginia) 4 150 600 0 accurate as built irrigation plans Canopy department. Show lines, valves, heads, controller, wiring, etc. 5. 100% coverage of groundcover, decorative paving, decorative rock(not loose)or a perennial grass Live Oak swales and drainage areas, the Ar ,lot_ setback ri hts-of-wa - -- p king- �-- --� - .�-g__ .X> and adjacent property disturbed during construction. 2.1" -3.4" CAL, (Quercus virginia) 8 150 1200 .� P•�E OF TE Al .kqsj 1 �l Canopy Streetscape �.... .GLENN*JON ....... Ij 6 VolG } The seal on this document was authorized by Glenn Jones W600 on this date, Aug 16, 2013. Alteration of a sealed documE it with Crepe Myrtle under the Texas Engineering Practice Act Notes: Bigger than 1.25" CAL. (Lagerstroemia indica) 10 40 400 resistant cedar or pressure Non -Canopy 0 treated. Rev1a1on/lesue (Date Crepe Myrtle ;tr 2. Pickets are to be 1x6, dog-eared, Biggerthan 1.25" CAL. (Lagerstroemia indica) 14 40 560 Non -Canopy Streetscape � Waxleaf Ligustrum 3. Rails are to be 2x4 fastened w/ Min. 5 Gallon (ligustrum japonicum) 40 10 400 connection. Shrub Total Points Provided = 3160 I I Buffer Arrgo: 255 tr ' Req'dr Canopy per 25' = 10 Non -Canopy per 15 = 17 I Provided.- Canopy = f0 Non -Canopy = 18 Base of any P/on#ing �raren 9 25' ® i Shot/ be at /east f0' Fen (jyp) i 00 0 20 ° f0' from Water//nes I! �" - - - r- -------- ------ ----- -73 - ----- ON ---- ----- -- - i- --r .°' 4 . ®• -° dC•.:;,ambr;:gY9��.•``F.Q 1'.mda{ A•.v'..si�+A:.,:al� ' §;•fiiw� a !r;�m �'?pa.$4�.a�.::'y.v t,s°� •iP.'id . . i O O0 •2 , d�0,^•• . _ O •aja., �}y+6':a,,ri'. %1tl•�!':^`4'o� � :.•eha> ."a•e;.°�-v," ?t.:�,a..%ti.^•®, 'qG,v ::. !vr$-'3a�a•: ®: .. v:'sS+_ �enc' �a'4'_i-,.v: w�.:. .ar:E._-. .iT;An .v . �'•Q �®da.a®'. .�v- �d @ '• _' ®• o d'. ®�°_" : � '' o �, .�..._®:..m a ��;'. 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A'. .'..'•e ;.g s'• w. r P•r7 ••:,. .-� <`•• •'s: •b ;;" d. • .:i :.y •a : i r a'•e••': ,yi: � , s .a.'.s'• r 3.•, S.. 1. •+•x, . _ s >„ + - •e''+a-•"- k ->a• "v.•. `e. tr; ••••„•,. <„ .rix,, •;,a . .a,,.. "#. r• '.'.4• s?' -+5�,' 'F•• ., ,ro. 2!•'g.�%s.. . r:.�e ••a. .t: c f$:F•.. a. •• -•ter, r`i:..?4•w •+r-.. •a•_ sC :a^>"+.e• a.3.Z"t'} o.. :'%•n. - m, yti. °•: •'} .. +�`ri• i, '1'• o ! a•a .a :•",4x .Y .:f. . Are•i:,:. • .. . N'+i 7k.: s e.>.3 s _ •. d .n 9•aa., s'. - . so iY .w r.s• .:t� •v.+ +i +>5 e.V '9:8.:•, r!. -p- -�-__ � •® Tr, II T T T T 0 ' d s .® En -I e� d ® ° E• pi an II I 1, An irrigation system to service all new plantings will be installed by a certified installer prior to a certificate of occupancy being issued. 2. Irrigation system must be protected by either a pressure vacuum breaker, reduced pressure principle back flow device, or a e installed as per city ordinance 2394. 3. All backflow devices must be ��tlti>t� installation as per city ordinance 2394. 4. Contractor/developer to furnish accurate as built irrigation plans to city of college station parks department. Show lines, valves, heads, controller, wiring, etc. 5. 100% coverage of groundcover, decorative paving, decorative rock(not loose)or a perennial grass is required in parking lot islands, swales and drainage areas, the Ar ,lot_ setback ri hts-of-wa - -- p king- �-- --� - .�-g__ .X> and adjacent property disturbed during construction. 6, See Sheet Ci -General Notes. 7. It is the intent of these plans to comply with all City of College Station guidelines, specifications, & details. .� P•�E OF TE Al .kqsj 1 �l �.... .GLENN*JON ....... Ij 6 VolG } The seal on this document was authorized by Glenn Jones W600 on this date, Aug 16, 2013. Alteration of a sealed documE it with out proper notification to the responsible engineer is an o fense under the Texas Engineering Practice Act Notes: All lumber shall be weather rl1. . resistant cedar or pressure 0 treated. Rev1a1on/lesue (Date ;tr 2. Pickets are to be 1x6, dog-eared, 6 fastened w/ i %" galy. screws, min 2 per connection. a: 3. Rails are to be 2x4 fastened w/ 3" gale. screws, min.. 3 per connection. 4. Post are to be 4x4, placed 6' O.C., ny. & set in 3,000 PSI concrete. E;•. , . 2 Clearance gyp• �e >s :a Screen Fence r N.T.S �r _ d a , a° a .. d :�- �e v ;® ®. Q n My a , d d •a• , ® d' b' a d 4 v ®. 4 a. . d.- v .4 :•e d a A.- 6. 4- v: d; ® , - ® ®' LandscaVlo' pi an I General Notes ° I 1, An irrigation system to service all new plantings will be installed by a certified installer prior to a certificate of occupancy being issued. 2. Irrigation system must be protected by either a pressure vacuum breaker, reduced pressure principle back flow device, or a double-check back flow device :and installed as per city ordinance 2394. 3. All backflow devices must be installed and tested upon installation as per city ordinance 2394. 4. Contractor/developer to furnish accurate as built irrigation plans to city of college station parks department. Show lines, valves, heads, controller, wiring, etc. 5. 100% coverage of groundcover, decorative paving, decorative rock(not loose)or a perennial grass is required in parking lot islands, swales and drainage areas, the Ar ,lot_ setback ri hts-of-wa - -- p king- �-- --� - .�-g__ .X> and adjacent property disturbed during construction. 6, See Sheet Ci -General Notes. 7. It is the intent of these plans to comply with all City of College Station guidelines, specifications, & details. .� P•�E OF TE Al .kqsj 1 �l �.... .GLENN*JON ....... Ij 97600 9-600 VolG The seal on this document was authorized by Glenn Jones W600 on this date, Aug 16, 2013. Alteration of a sealed documE it with out proper notification to the responsible engineer is an o fense under the Texas Engineering Practice Act 0 No. Rev1a1on/lesue (Date POBox5192 -Bryan, Texas - 7781 rs : 979-739-0567 wwJ4Bngneermg, qA• :a.� :a a'®'' Firm#9951 d q." I. 4. i ro-at xemms •ad Add�+ale Hollemaii Exxon 2041 Holleman Drive Lot 2, Block 1 Lakeridge Subdivision---1.25AC College Station, Brazos County, AUG 19 2013 > >�•.l: 0 6t7l' ii',i ION Aug2013 PLAT FILE' As Noted -q I