The URL can be used to link to this page

Home My WebLink About24x36t i LLVL/ YL/ — s Property Line of Way Existing Grade XXX.fX Proposed Grade - -- Proposed Grade X Silt Fence Proposed Sanitary Sewer Lines Proposed Water Lines ...... „ __._._. _ :_._._._.._ _ Proposed Gas Lines __. _ .._._... - ------ v_.= _e. .., Proposed Electrical Lines Proposed Phone /Cable Lines Proposed ADA Route 000.00 Proposed T/P xx.xxx Proposed T/C Elevation Elevation T/P = Top of Pavement T/C = Top of Curb GRADING PLAN NOTES EXCAVATION AND EMBANKMENT: 1. Prior to any excavation activity, the top six inches (6 ") of topsoil shall be removed and stockpiled for reuse on the completed surface as directed by the Engineer. 2. All embankment within the building and pavement areas shall conform to City of College Station Specification No. 103. Each six inch (6 ") layer shall be compacted to 95% maximum dry density per ASTM D698 (Standard Procter.) The contractor shall have the option of placing either 12" of select fill or 6" of Lime stabilized subgrade immediately beneath the 6" concrete pavement. Select fill shall have a Plasticity Index between 5 and 17. Lime Stabilized subgrade shall have enough lime to produce a pH of 12.4. See the Geotechnical Investigation for additional information and requirements. 3. In Landscape areas, each layer of embankment shall be composed of material so graded that the density and uniformity of the surface layer may be secured by the Ordinary Compaction Method. Ordinary Compaction consists of rolling and sprinkling each embankment layer to the extent direct by the engineer. Each layer shall not exceed eight inches (8 ") of loose depth and shall be compacted with rolling equipment approved by the engineer. Compaction shall continue until there is no evidence of further compaction. Prior to and in conjunction with the rolling operation, each layer shall be brought to the moisture content directed by the engineer and shall be kept leveled with suitable equipment to insure uniform compaction of the entire layer. Should the subgrade, for any reason or cause, lose the required stability of finish, it shall be re- compacted and refinished at the contractor's expense. 12" (Finish Floor Elevation) Match grade to FF= (SEE PLAN) sidewalk 12 6 ( SEE PLAN) ries �` BUILDING SLAB sidewalk l i , I 00 " n joining two or more "Silt Stop" Fences tie the end posts together with nylon cord. Wooden or Metal Post, Min. 3' Length (1 1/2' exposed) Silt Fence, "Silt Stop" Max 10' spacing i �" — or approved equal Min. 24" Overall Ground Line -- 6" x 6 "- Trench - - Buiy foe of Silt Fence - 6" below proposed grade - Compact trench backfill to prevent - ound Line Existing Soil ; "washout" Existing Ground SILT FENCE DETAILS NTS 1 L ll� Pea Gravel Filled Geotextile Bags Min 6" Height, Laid end to end NOTE: FOR INTERIM PERIODS OF CONSTRUCTION, SILT FENCE PLACED COMPLETELY AROUND DRAINAGE INLET IS RECOMMENDED. �P INLET PROTECTION Symbol NTS FILENAME Inletprotdwg PLOTTED: 14 May 2003 — 2:53 pm Public 50' Min. Right— of -woy Existing Ground Separation Geotextile 8" Min. Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run -Off from Leaving Site. Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right -of -Way CE 50' Min. Symbol Existing Ground rtY II U of Way Or As Shown . -;.. On Plans sj f i n N� 3 ( I Ycl { I 4 Ji i , I 00 " n joining two or more "Silt Stop" Fences tie the end posts together with nylon cord. Wooden or Metal Post, Min. 3' Length (1 1/2' exposed) Silt Fence, "Silt Stop" Max 10' spacing i �" — or approved equal Min. 24" Overall Ground Line -- 6" x 6 "- Trench - - Buiy foe of Silt Fence - 6" below proposed grade - Compact trench backfill to prevent - ound Line Existing Soil ; "washout" Existing Ground SILT FENCE DETAILS NTS 1 L ll� Pea Gravel Filled Geotextile Bags Min 6" Height, Laid end to end NOTE: FOR INTERIM PERIODS OF CONSTRUCTION, SILT FENCE PLACED COMPLETELY AROUND DRAINAGE INLET IS RECOMMENDED. �P INLET PROTECTION Symbol NTS FILENAME Inletprotdwg PLOTTED: 14 May 2003 — 2:53 pm Public 50' Min. Right— of -woy Existing Ground Separation Geotextile 8" Min. Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run -Off from Leaving Site. Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right -of -Way CE 50' Min. Symbol Existing Ground rtY Public Right U of Way Or As Shown . -;.. On Plans sj f Course Aggregate -' PLAN STABILIZED CONSTRUCTION EXI NTS FILENAME construction— exldwg PLOTTED: 14 May 2003 — 2:49 pm CONSTRUCTION NOTES: 1. Length shall be as shown on the construction drawings, but not less than 50 feet. 2. Thickness shall be not less than 8 inches. 3. Width shall be not less than full width of all points of ingress and egress. 4. Stabilization for other areas shall have the some aggregate thickness and width requirements as the stabilized construction exit, unless otherwise shown on the construction drawings. 5. Stabilized area may be widened or lengthened to accommodate a truck washing area. An outlet sediment trap must be provided for the truck washing area. 6. Contractor to submit location of stabilized construction exit for approval. STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES FILENAME GenerolNotes— GenConst— PPP— BCS.dwg GENERAL PLOTTED: 30 Jun 2003 — 11:05 om 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contractor shall immediately clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. C)3..0g� Z JO I gaags l S7 .jagwnN g99gG :suOisina*,�j t70/LZ/ I : a40CI I 9;d OAo 1W I .sjd 09S .sld 0ZL iloM BululDnazi fl o � 0 - Q N da C-4- n� ` V �V 1 •s ad 0 � std 0 sad 0 W i (uoIAjwp uopouA:)) Dpnw.ang uowwo0 (Pan /PDS P!IDS) w to 515'5 th t'9b�Z Ip IE5'Z AjlwnD JAL lind 1 p 2 looN ''u!W 34BlaH ,t' Z 'Sid 081 01 Sid 01 sad 01 anlDA Wod (wnDluodnf wnJ3snBI-I) wnJjsnBl-i jDa-j xDM 1D 5 81 9 Z! /?luon 0 W N a9^•�45 r 07 , 011 7 a ols � ............................ H1nN '8 IN3808 . ............ > ; " I °O ! I a °° * L ra;24 40 •uol .4nllolsu! Aajjn Poe uagnm AlyBnouoyl '90 •algoldaoon IOU a.ao Ilg UO4J .gallows Poe 10 saoald ualloag •90 pos jo saoald uaamlaq swor alowally •pos 40 uolWllnlsui aao4aq punoJB painda..d ayl uals!oW •SO uloap off. adols 'yIoows ap0,46 'sl.agap anowa.a •a•l pos anlaaaJ of soaan aaoda.ad AI.aado.ad 'ZO Poe Jo u0l46&4sul aaojaq ilos dol. 4jIm sayoIlp uo!jDBluui llo iIIJ puo atlas aagoM '10 Pau uoiWilolsui quold puo uoij:Injjsuoo Bul.anp unalo ails ayq Buldaa�,I ao4 alglsuodsaa osln s! aolon.ajuo0 adn*spuo-1 'Aompoo.a 911nnl.ad pun nllgnd WO pnw ao I ii p Auo Bul.anap aoj alglsuodsa.a si aoj:)oj4uoD adnispuo ZO In •s opa ow adnos . un o uo! n a ondLui •o a 'saon .ans Bu In 'suln I � p i d �Dil su �! 4� g P � � d !pt q s � s>Ilom 'snaun paned ilo jo Bulysom pun Bult oalo apnlaul lint's do -unaln lour ' 10 •sayoul Z snu!w .aooid payslu!3 ayj 3o jyB!ay ayl paaoxa ao /pun Bulpls Bu!pllnq yllm 4o04uoo ul auJoo Aom ou ui lint's yptnw Bulssa - p - dol pun tlos Bulppag •paq Bulluold uo!Wpunoj L4=a of juawrpn (uolWnala) aooid payslu!f ayq alnool of st aoloojquo0 adnospuo a41 'SO •ajgojda:)w IOU s! iolDm Bulpuod Jo Bulood •aBou!nap iadoid JOJ apinqud off, sdwnq .ao sdwny 'soa.an ua�Iuns 's�(ailnn 'sdlp �(uo Bu!11lj /Bullanaj /Bu!4joouas ioj alq!suodsa.a sl aojonu• UO:) adnospun-i ayl 'ZO Aj iado id ayj Soo.= moi j aBoulmip anlllsod apadw! Aom ou u! !joys .aolonuluo7 'sBulluold uaggo .ao spaquamol4 jo uolln coda d ul '10 8qpv-l�) smio umol ul sailuAW adoa7 puo saaij puno.an (Ault'! „g) sBul.a LpInw �j:mq auld palsodwoo aa4auolp I S 11o4sul 'SO .aaumo xS O:> louo!llppo ou w pamida.a aq Net's Jo aoaA auo jo pol.aad n aoj wold ul ulnwa.a Iloys BulNols 11`d '1�0 •anaals asoy uap.aoB gjIm pajoajo.ad aq lllm sNunaj IIV Isod I ,l,, of lnl.aalnw juntd 9-mas lint's (lorlba panoaddo Jo) aJlm aullsaylolo pappaq 1 pazltonlnh •80 -Alanlsntoxa pasn aq lint's sisod 010 MO 'ZO a •quold qwa jo asoq ayj punojo ulsoq Bu!.aajnm �(.ao iLdwal o do Bulpllnq 'apnaB y y s!u!� aye o� ua�nm l!m path }as saa�tnI you! xis u! palll3 -Nonq Pun paz!1!l -+ad ';uawaillas .cog aounmoljn 44lm lyB!ojls pun quanid 4as aq ltnys saaal '10 - >Iu .analo I g a oj molls of saa.ij wo.ai paun.ad aq tlnys saaul a14 -+AW adn.a7 •SO 'Nun-aq asap I g .aoj molls o} saa.a; wojI paunad aq lioys saga -. ' •.aaum0 ayj JO anlWjuasaadad s,.aaum0 'pajlyouy adnospuo ayq Aq uaAIB } aq iinys >lsol siy1 4o uol4aidLuoo jo inno.addo Ivuld •ammjoaddo — - anljno.ajW 'w.aojlun o anlB of puo uofWtloxsul Jo luawdlys u! Bul -4tnsaJ abownp ilo anowau o} padnys paun.ad'aq lloys lolualnw quoid liv '10 vQ!ZI0qG .aojon.ajuo0 adnOspt D-i aye. 3o Alll!glsuodsau aye sl inlaalnw lunid Bu.Islxa palunmun jo innouaONl 10 jowouuaN •uoljolinlsul a.aopq aolm-ijum lo.aauaB yjlm AdjluaA lannJSt, PaysaM X 5 41 - „1 Jo 4olnW Mang PoomP.anH PaPPaJNS 30 .aai(nl u 8 o aq lint's Bulssa.ap dot. '10 OUISS01.4 z1or •uo!joIIv .sul uo awll ayj jo 11os Bulppaq olul polwod aonu! aq lint's '4j 'bs 0001 .cad (ollnu I -Z-S) aazjIIj.Aa4 jo spunod anld •7 •sjoo.a, junid aoj aBoulnup .aado.•d apino ad of .49p ao u! uolrnlis , pasici awaao of do papunow aq of a.an soa.an ,paq .a amold u! IloS 'ZO •(inrlba panoiddo .ao) snwnH >ionig S/I Ilosdo„l. u,00-1 APuoS S/Z :Bu!molloj ay3 jo jslsuoo llogs Ilog Bu!PPag '10 !o ulnae o} soaJo Ile adolg •lnl.aapLu qunid jo uoljnllnjsul of .aol.ad soa.an asayq aillas Al.aado.ad of jojova4uo0 adonspuo aye jo AjIllglsuodsa.A aye sl 11 l li!d ssaoxa jo soa.an ul •tnl.aagnw quold 3o uopoilo1sui of jopa aojocj uo0 adnospun-! ay4 Aq papmb au13 aq ol av saaao padnospUoot pt' SO asuadxa s .aojoo 0 a .a}uoyl jo alls ay j wo.a j panowaJ � llduao.ad aq !joys ?` ilos papafai Auy agls ayj of uollonpo.ajul 9 41 o4 aopd aaumo Aq Pano.addn puo .aoj-;o.aj,uo' Aq pajjluagns l aq lsnw alduaos y 'ZO •aa.aj ssnaB Inu pun 'paam 'sl.agap aq jsnw Ilos' dol wool APuns IPd ' 10 1. S ' uo!jni ln3su! a.aojaq joa4lyo.4y adn:)spuo ayq Aq pano.addo aq gsnw jo!ualDW 4 lib' 'ZO •pajIyo.ay adnospuo - i ayl jo quasuoo ayj InoygIm pamollo a an suolinglgsqns ON • uoi Wl logsul a ao4aq 60111luorlb Ile A4!uan '10 1 IWI .aaum0 ayj Aq aauojdanw lour jo qulod ay} jo Buluuibaq .aoaA 1 aoj poalununnB aq of s! (colon lonuuo 4daoxa) squold it`d '10 as •papaau so pa.alrlba i si loajuon uolsou3 'SO •p ionaN jo joajl4nu`d aye. Aq uBlsap wolsno aq of si uaaaos aa4sdLunCI lnnldAl 'ZO •Pallnjsul a.an swa4sAs uoljoB! -+u! * Buldoospuol 4uaunw.aad so awil Lions 114un sglq asoy uao.aj pajoBluui aq illm 'asnyd aungnj jo uolpn.4 suoo Bul.anp AllunnldluBls paganjelp aq 111m yolym saull asoyd uollona1suon longw puoAaq pajonol snaao adoospuol aanamoLi 'soaan padnnepunl . a-g4ua ay4 aanoo Ijlm wa4sAs uoijoBi a.a! oljnuaojnn uy ' 10 to sa.PN u01401104.sul adn�spun-1 'Y 38WHd dt)W uojlnoo MR aIgmiIddV ION algmllddb' WN Cst3��ng) Gv*w slo 'DNIdV:>9CINVl a350d021d IV.1.01 •sBu!luold a) 5 sBulpling sumopNoaig qulod Joj lJoy7 BuldDospuo-I pasodo.ad o} .aadaN BujdwspLvl pasodoi.1 pawlni7 aq o3 uolplaBa^ Bullslx3 ON. Bujcb2spl.w-j Bujlsjx3 paJlrfbaZl s ;ulod 1Djol 805 =X05 x s;ulod ID3o1510'I IN3W21Ninc N MINI 1dONV:) w4upd slo C1321lrMV UNIOd IVIOI 3NON -- .OWS pa.alrlb2N squlod 5l0'I = 0S x 0001 / is8 (Daay IDnoI) -- oa.ay ails SNOil`d"InO'IV~J 1NIOd 6ujdlr�spuirj pa°�j� swjjojnoln:) admspud-1 (UIDLUOJ Dq) aaJ !„ Bul?slxa a7Uaj aaJj P 'PoS P11 •s ad 0 0 std 0 sad 0 an1DA julDd (uoIAjwp uopouA:)) Dpnw.ang uowwo0 (Pan /PDS P!IDS) to 515'5 th t'9b�Z Ip IE5'Z AjlwnD JAL lind 1 p 2 looN ''u!W 34BlaH ,t' Z 'Sid 081 01 Sid 01 sad 01 anlDA Wod (wnDluodnf wnJ3snBI-I) wnJjsnBl-i jDa-j xDM 1D 5 81 9 Z! /?luon 0 a9^•�45 .aaulDjuoO ''ulW �-junJl .02t7 n0 - 19 Pa4� '3H DW r.dS 4 4S ' ,ZI /01 •sld OOb 051 'sad O51 Sid 051 aniDA 1u!Dd (D!!od!naod snuaj(t) wl3 *vgaw '1Dh 5b O 9 Z t' Alluonp amain Ada go "IDA Mol VnPA V*d a(%L=V i OL 9 9NIC1'11rm I SWIO'11n8 (VJmH VJZN moo A*X 5uipling Aq 5uidc�spun-j pasodoad LIluoN uojpn,ajsuoo aaojaq suolsuawlp lin AJIJ9n TaR ,OZ = „I :aln:)s auoN :49-al ut) l adn:)spun CON( (SLOPE TO 0 FINISH GRADE 3/4 "(19m m) CC..__.. FOR 120/230 VAC 1 1/4", 1 1/2" OR 2" (32, 40 OR 50mm) CONDUIT FOR VALVE WIRESS 02 Hunter ICC -M (Nall Mount) Metal) � ef : None Scale: None Irrigation Main Line 10" Plastic Valve Box �4" Brass Boiler Drain (Nose Bibb) I" Plastic Ball Valve Manufactured Swing Joint Assembly Hose E3J oint b on Swing Ref: None Scale: None Finish Grade MPR Plus Spray Nozzle (Spray Pattern Varies) Toro 570Z Series Pop -up (6 Pop -up in Lawn) - Topsoil Water Proof Connection (Typ.) Cut -off Nipple Valve Box With Cover: Finish Grade /Top of Mulch Lateral Pipe Lateral Tee r K - — Remote Control Valve:Rain Bird PEB (Size Varies) I( I( Lateral Line Note: Install - sprinkler - _ _ _ ._ _ , — I I PVC Main Line Pipe %2 - above finish grade Qro 5702 Ser'es popu Sprinler Ref: None Scale: None 05 emote ontrol Valve P ain Biri PEB Ref: None Scale: None WMEe Hatched Area Denotes Phase 2A. All Landscaping and Irrigation components located outside the Phase 25 line are to be installed in other phases. Note Irrigation Meter, Vacuum Breaker Assembly and Controller were placed during 'Phase .I. See Location Map for the location of these components. General Irrigation Specifications 01. All main lines are to be 5CH 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittings are to be schedule 40 PVC, 04. All wiring is to be 14 gauge. 05. All sleeves to be 5chec ule 40 PVC pipe.. 06. All valves are to be Rqinbird PEB series automatic valves. 07. Add additional Modules to existing Controller to accommodate irrigation zones. ' 05. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised /straightened at no cost to the Owner. Oct. All irrigation components shall carry on unconditional one year guarantee (materials and labor). 10. installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. 11. All irrigation ditches shall be backfilied and tamped. Clods and debris unearthed during trenching shall be removed from the site. 12. The Irrigation Contractor is responsible for complying with the City of College Station codes and requirements. 13. The Contractor is responsible for obtaining any and all permits required to perform work. 14. Complete coverage of designated irrigation areas is required to obtain final acceptance. 15. Clean up is considered to be a part of this project and is the responsibility of the Contractor. All drink containers and food wrappers shall be placed in designated areas and disposed of properly, Maximum Design Flow per Zone: Not to exceed 75 GPM. Location Map Phase III Phase IV Phase V Phase V N a y D H o a a > a > a d e a o d W N N N O O C a. 1 a F1 a F1 = � F1 a. r, — I >1 m°,P-E OF Q , ° .? e ................. ° °. °: ° .. B. RUTH °.. ^ 1434 ° 1104 T N A , I n v� �9 mot' 1 f, E �N �N m m a I CSl � U 6 2 CL N M O N tU N Cl) C� CV Z LL 0 a _ �I 0 0 CL 0 1. U 0 Retaining Wall r 0 6 N (Y N S ~ j � a O u O oU O 3 a� 6 Date: 1/27/04 Revisions: Sheet Number Sheet 2 of 2 t--j i an Ref : None Scale: I " =20' , Note: Verify all dimensions before construction. North PROJECT BENCHMARK: Square cut in light standard. Located across from the East comer of property fronting Krenek Tap Rood. X= 3566020.02, Y= 10209307.72, Elevation= 274.69 Phase Plan S:iProjID229- siewartmndoslPHASE 216229.01- overall,dwg, 03!1 9/20 04 03:17:36 PM,1.60 Phase I 1 - 7 units 4x3b + 3x4b = 24 bedrooms 2 - 6 units 4x3b + 2x4b = 20 bedrooms 3 - 7 units 4x3b +;x4b = 24 bedrooms 4 - 7 units 4x3b 4- 3x4b = 24 b edrooms PAYN 3� 27 units / 92 bedrooms Phase II A 17 - 3 units 3x4b =12 bedrooms 3 units / 12 bedrooms Phase II B 5 - 6 units 2x3b + 4x4b = 22 bedrooms 6 - 3 units 3x4b =12 bedrooms 9 units / 34 bedrooms Phase III 7 - 5 units 2x3b + 3x4b =18 bedrooms 8 - 6 units 2x3b + 4x4b = 22 bedrooms 9 - 5 units 2x3b +3x4b =18 bedrooms 10 - 7 units 2x3b + 5x4b = 26 bedrooms 11- 8 units 2x3b + 6x4b = 30 bedrooms 31 units / 114 bedrooms ITS 12 - 7 units 4x3b + 3x4b = 24 bedrooms 13 - 5 units 3x3b + 2x4b =17 bedrooms 14 - 7 units 4x3b + 3x4b = 24 bedrooms 15 - 8 units 5x3b + 3x4b = 27 bedrooms 16 - 8 units 5x3b + 3x4b = 27 bedrooms 35 units/ 119 bedrooms Phase V 18 - 7 units 4x3b + 3x4b = 24 bedrooms 19 - 5 units 3x3b + 2x4b =17 bedrooms 20 - 7 units 4x3b + 3x4b = 24 bedrooms 21- 8 units 5x3b + 3x4b = 27 bedrooms 22 - 8 units 5x3b + 3x4b = 27 bedrooms 23 - 7 units 4x3b + 3x4b = 24 bedrooms 24 - 5 units 3x3b + 2x4b =17 bedrooms 25 - 7 units 4x3b + 3x4b = 24 bedrooms 26 - 7 units 4x3b + 3x4b = 24 bedrooms 27 - 8 units 5x3b + 3x4b = 27 bedrooms 69 units / 235 bedrooms Addresses 1001 Kreaek Tap Road Parking Legend Phase-11-J3. Parking Spaces Required :1 Space per Bedroom = 34 Spaces. Parking Spaces Provided: 42 spaces Parking Legend All Phases Parking Spaces Required: 1 Space per Bedroom = 606 Spaces. Parking Spaces Provided: 676 spaces Density Legend Density =174 units on 13.72 awes 174 units / 13.72 acres = 12.68 units per acre Allowable Density =16 units/ acre * 13.72 acres = 220 units Parking Spaces Required By Phase Phase I: Parking Spaces Required: 92 Spaces, Parking Spaces Provided: 103 Spaces Phase II: Parking Spaces Required: 46 Spaces. Parking Spaces Provided: 70 Spaces Phase Ill: Parking Spaces Required: 114 Spaces. Parking Spaces Provided: 117 Spaces Phase IV: Parking Spaces Required: 119 Spaces. Parking Spaces Provided: 130 Spaces Phase V: Parking Spaces Required: 235 Spaces. Parking Spaces Provided: 256 Spaces VICINITY MAP N.T.S. GENERAL CONSTRUCTION NOTES: 1, it shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1- 800.344 -8377 b. Contact Kean Register at Oncor, Tel: 774 -2501 c. Contact Mike Lavender at Cox Cable, Tel: B46-2229 2. All constuction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and City of College Station Water and Sewer Specifications. All inspection on public infrastructure shall be performed by the staff of the City Engineer of College Station. All construction shall be coordinated with the City of College Station City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety sheet for details. S. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas shall be accomplished with cement stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum r.ioisture content. Testing shall be provided by a certified laboratory at the Owner's expense to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints and shall extend 5' beyond the curb lines of all streets, alleys and paddng areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. 7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. 8. All materials and labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. 9. The Contractor must provide construction staling from the information provided on these plans. 1:1. Trees to be protected are shown here it and ::hall be fully protected prior to the start of censCuo"n. 11..NI soil exposes' by construction shall receive Solid St. Augustine Sod. 'i3. Trenches may be left open overnight if properly barricaded. 14. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads. 15. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall conform to the guidelines in the contract documents and those contained in the Texas MUTCD. 16. Handicap Ramps shall comply with all requirements of the Current Texas Accessibility Standards. 17. Contractor shall install 2 4" Grey Schedule 40 PVC conduits as shown, 48 "below finished grade and install pull string in conduit. 111 Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 95 % std. proctor density. 19. Fire Walls: All exterior walls and required interior walls shall be sheathed with s" Drywall to provide a one (1) Hour fire rating. 20. Refer to Waterwood Phase 2•A plans for all Details for Construction. 1. Name of Project: Waterwood Condominiums 2. Legal Description: Lots 1 & 2, E & M Jones Farm Place V. Owner. Jim Stewart 4200 Woodland Park Court Arlington, Texas 76013 (817) 994-4663 (817) 429 -8664 4. Engineer. Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 (979) 260.6963 E. Zoning: R-4 f . Existing Use: Vacant Proposed Use: Condominiums i, Setbacks: Per City of College Station Ordinances 8. Site Area: 13.72 acres Project Information: PH I: 27 units PH If-A: 3 units PH 11-13:9 units PH IH: 31 units PH IV. 35 units PH V: 69 units No portion of this site lies within the 100- year floodplain per FEMKs Flood insurance Rate Map panel 48041 C0144C. Effective date: July 2, 1992. ■ r. i COLLEGE STATION c n %T SERVICES PROJECT BENCHMARK: Square cut in light standard. Located across from the East comer of property fronting Krenek Tap Road. X= 3566020.02, Y= 10209307.72, Elevotion= 274.69 S- .TroJt0229•stewartcondoslPHASE 210229-02•s0e.dwg, 03119/2004 03:18:37 PM, 1130 ❑ REQUIRED E D 0 A s 0 +3 A 6640 LIANCF- APR 0 5 200 COLLEGE STATION ENGINEERING p 5/8" Water Meter J1 Electrical Junction -Box a 1 Building Number T] Transformer Wrought Iron Fence 2-2"–PVC–EC— Electric Conduit Retaining Wall (Size in Inches Indicated) o 0 6' Board Fence M Fire Lane Striping _ X _X_ Existing Wire Fence (To be Removed with concurrence of adj property owne GENERAL NOTES All roof and ground– mounted mechanical equipment shall be screened from view or isolated as not tobe visible from any public right –of way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. All proposed public utility infrastructure shall be covered by a blanket easement until a formal easement is approved. All sanitary sewer :hall meet building code regulations and be inspected by the City of College Station building official. Contractor shall coordinate with College Station Utilities, 764 -3660, prior to connecting to existing 8" waterline. Contractor shall call for electrical line locate to existing transformer to assure electrical lines are located in the center between Building 5 &6. A 10' PUE will be granted to cover this electrical line and transformer. To achieve a straight pavement edge for future expansion for Phase 111, the Contractor shall pour pavement to the edge of pavement line shown here and on the Paving Plan. The alignment of parking stalls does not lend itself to placing temporary curbing at the edge of pavement. Therefore the temporary curbing shall be placed as shown. This temporary curbing will be removed with Phase III construction. UTILITY DEMANDS PHASE 2 -B DOMESTIC WATER: (PER UNIT) 1.20 GPM (PEAK) 0.31 GPM (AVE) 0.00 GPM (MIN) PROVIDE 5/8" WATER METER FIRE FLOW: 2000 GPM SEWERAGE FLOW: 1760 GPD (MAX) 440 GPD (AVE) 0 GPD (MIN) INTERIOR ISLAND End Island Area Provided: 2510 sq. ft. End Island Area Required (min) 1800 sq. ft. Extra End Island Area Provided: 710 sq. ft. Interior Island Area Required: (61sp /15sp) *180 sqft: 900 sq. ft. Interior Island Area Provided: 305 sq.ft Extra End Island Area Provided: 710 sq. ft. Total Interior Island Area Provided: 1015 sq. ft. FIRE LANE DESI 031 NATED I i PARKING ONLY i INTERIOR ISLAND CALCULATIONS PHASE 2 -A & 2 -B PARKING Peripheral Parking: 09 spaces Interior Parking: 61 spaces Total parking: 70 spaces PERIPHERAL ISLANDS Required End Island Area: 360 sqft. Provided End Island Area: 361 sqft. All curbs and curb ends designated as firelones 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. * 8" (eight inch) high if white lettering painted on surface of pavement. 101MINI ...MMMIMMMIN FIRE LANE STRIPING _ 18" x 12" See Ordinance for additional Information FIRE LANE SIGN ' r i APR 0 5 2004 COLLEGE STATION DEVELOPMENT SEWQ Y� d- [18 1 M o-k- .• :o: O•• 2 i • : • • \ • \�a, mod' U F— w co C4 T o ° �Wa] N 00 c ar m Q.�m U c� � D o � p LL a U) C O . U3 N Civil Engineering Hydraulics; Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design O C) 0 f� U) d I -.J 0 U) 0 U I� C_0 (0 o Cn W N 0 L > O a Np O (n L J Q� _C I� > N U CY) � O L n U Q LIJ a Z"N �1 Q1 fl 4 0 Of 9 Sheets [18 1 M