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HomeMy WebLinkAbout11-2202 LP DOT WEIGH STATIONNOTE: EXPANSION JOINTS TO BE EVERY 40 FEET. CONTRACTION JOINTS TO BE EVERY 40 FEET. ALTERNATE EXPANSION JOINT AND CONTRACTION JOINT EVERY 20 FEET. SITE PLAN NOTES 1. ALL DIMENSIONS ARE TAKEN TO FACE OF CURB OR BUILDING UNLESS OTHERWISE NOTED. 2, CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 3. USE DIMENSIONAL INFORMATION GIVEN, DO NOT SCALE DRAWINGS. 4. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND PROTECT ALL EXISTING SITE IMPROVEMENTS AND UTILITIES DURING CONSTRUCTION OPERATIONS. 5, ALL WALKWAYS LEADING TO ENTRANCES ARE TO BE CENTERED ON DOORWAYS UNLESS OTHERWISE NOTED, 6, PAVEMENT CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING CONDITIONS, PAVEMENTS SHALL ALIGN BOTH VERTICALLY AND HORIZONTALLY, PONDING AT JOINTS WILL NOT BE ACCEPTABLE. 7, PROVIDE MINIMUM 1/8" PER FOOT CROSS SLOPE IN DIRECTION OF SURFACE DRAINAGE ON ALL WALKWAYS. 8, WHERE NEW CONCRETE PAVEMENT MEETS EXISTING CONCRETE OR VERTICAL SURFACES PROVIDE 112" EXPANSION JOINT. WHERE NEW CATCH - CONCRETE PAVEMENT MEETS EXISTING ASPHALT SAW CUT EDGE OF TEF1.0I (' 1 EI_DWINCC=. BASIN- EIFv.,zu.ueDAn:lmmanit k ASPHALT AND BUTT NEW PAVEMENT TIGHT, SCORING JOINTS SHALL . ° . : a a - MATCH EXISTING CONDITION WHERE NEW CONCRETE PAVEMENT .. '. .'..Gy • .. .:._..`d_._'-' ` • :. * NORTH * REPLACES EXISTING OR ABUTS EXISTING CONCRETE PAVEMENT. a ° ••'. - At ' • n i -- 9. FINISH ON CONCRETE SHALL BE PERPENDICULAR TO TRAFFIC FLOW. • ., • :w. .. •', :� ' x-}o 7q. �..... ' _'..:..'...•:.L.rI'9.87--:"-"-,:..._.T, SAW ...,.x 14.90i...:��N Ary� •. .d ; ° :.. '°• :°. °• : ' . m d d " '1. ° ` U[�{� 146 FEEDER ROAD 10 UT EXISTING ASPHALT, ALLINEW PAVEMENT ENT MEETS SHALL MEET NG LEXISTING xzo:,9A.-.._.:y-.:..:.4 = <2929°- :EXIST. BbU11 bCD nLbURB & GUTTER d d ax2o 30..,>.s. ,:::---`--- FLUSH. :d 20.30 2p.40 ' , .` ° ' - w ° ATJpjDc eaw-. •; 1 d • 11.PARKING LOT LINES AND TRAFFIC CONTROL MARKINGS SHALL BE i • •- 4 • .: < ° PAINTED ON PAVEMENT WITH MINIMUM 4" WIDE LINES OR AS SHOWN . °d 0.69 x20. :�YOso e ON PLANS. g ' :: ' ,`�. x1s.7s x19.86 12.ALL COMPLACT SPACES AND AISLES SHALL BE SIGNED OR MARKED d °' 'd .� • 2t I •:� .•• ;;' TG = 20.58--gyp 40. I,y "SMALL CAR ONLY" • °d. , • i 'x2 14 ' °, ' - 20.3TG = 20.94- x2o.a7 TG = 20.91 13.PROVIDE EXPANSION JOINT MATERIAL AT ALL LOCATIONS WHERE 14, ° x20 21 CURB AND CUTTER ABUTS OR IS ADJACENT TO WALLS. }' • A a u�aN Q� 20.5 14.AUTOMATIC UNDERGROUND IRRIGATION SYSTEM MUST BE PROVIDED. ;.� 2b.o6 ° . ° CONTRACTOR TO PROVIDE SLEEVING FOR UNDERGROUND IRRIGATION I ♦ •a ' i TG = 20.71 Conc Support Pler for q,xr-Paan •° .. ° 9.96 x o-aam «rnae ®as' oio amr a.oz SYSTEM AND COORDINATE WITH IRRIGATION PLAN. -I ,'d '_9.92 , x • x _t t _ 15.ALL HANDICAP PARKING SPACES SHALL HAVE SIGNS AS INDICATED 04. 14," • • • : •' , 14 - »9. : ` YI a37 TG = 20.9 20.a4 0.76 ® ON THE PLANS AND AS PER DETAILS. ;d 1.881 - x20.84 TG = 20.91 ° 1 p , ,, ' �4'• ,9.7s . '•°' ' D,RT�avAss HATCHED AREA AS SHOWN ON PLANS il. , ':°° »9. 1.w' «2osa >00,97 TO NOT HAVE ANY TRANSVERSE OR y-d. : A, TG = 20.84 o LONGITUDINAL SLOPE. HOLD ELEVATION 1 '•. L,..@%Iv • -•' »y. `..< I A,1: ' Ill. 419.37 «zo9'6 x � x21. 0 04 AS SHOWN ON PLANS FOR 20 FEET AND - m TG = 20.9 2as.>33fG = 20.91 THEN SLOPE PAVEMENT TO MIDDLE. 119,54 '•'^� •a .• a x20.08 x2,.07 ' Gl.. 9 20.94 »0.94 ° 14 14' ' ' '.' E1='< . ,9.'111 :.: TG = 20.72 ° y7 d ; • 1 S.H. 146 OVER-P SS 1.••' 0%•.. aI' xzo.7a 2 x2 1. x20.92 -- - - »s 197�1 TG = 20.9 «zo.72 I �o.e7TG = 20.9 (MATCH EXIST.) 4 I ° i:Lno ' j 1• dam," 1.° 79.24 • f= • ° • I • /'CIy� to y »9. i9 e6,� •. ' «20.80 I »0.79 x20.96 d°a 'i.' �1 .7W 11 1 vo.t2 1937 jl - '1 19.a2 x20.67 ° »9 7 f y.oi . ;•<A «20.82 »0.58 _ _ x x2 jII •d a .. • x I .a x20.74 ! a' • : Ai : t9:9a • TG = 20.60 ,s.71 . •' •D. . a:. a • TG = 20.9 xzo.7e TG = 20.91 p.: , MEDIAN s1 • : - x i o. x20. x2oso PAVING NOTE: C.. A. .. • d 19.96 - QgB.-.d. :; 9.79 u.uo.r.r,�nT i'� PAVING TO BE 10" THICK CONCRETE W/ #5 "`"`< ` '" REBAR ON 18" CENTERS W 12" LIME STABILIZED x2/04 o x PROP. SWING GATE (TYP.) 20,12 ozz 95 xzo.00 x19.e5 (SEE DST. SHT. 2) BASE (8% BY WEIGHT) ot All a .w,•.' - •'. •°.' .':<. a' '• a ;° :. ,��:---:-•............._--.--------1-1 mil P113 :-�_:.,:_---:..:.....,..-.. {mow...: :- A:.:`.-: -=-low 146 FEEDER ROA D 1. SoBOUND LANE SH DE EXIST* CONC. ROAD WITH CURB &GUTTER FLOOD STATEMENT.. NOTES THE PROJECT IS LOCATED ENTIRELY WITHIN FLOOD 1. THE COORDINATES SHOWN HEREON ARE TEXAS SOUTH ZONE "X" PER FlRM MAP 48201C0945, SUFFIX CENTRAL ZONE NO. 4204 STATE PLANE, GRID COORDINATES _ "L" DATED JUNE 18, 2007 - _ NAVD 1988, 2001 ADJUSTMENT THE(NAD83) AND MAY BI BROUGHT TO SURFACE BY APPLYING THE FOLLOWING COMBINED SCALE 0.99987483. DETENTION VOLUME STATEMENT SITE PLAN ACCURACY CERTIFICATE CITY APPROVING AUTHORITY CERTIFICATE I, RODNEY L. SLATON, P.E., am registered under the laws of the THIS IS TO CERTIFY THAT THE CITY OF LA PORTE HAS APPROVED THIS SITE PLAN FOR SITE IMPROVEMENTS DETENTION IS NOT REQUIRED ON THIS PROJECT DUE TO ULTIMATE State of Texas to practice the profession of engineering and hereby certify IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. CONDITIONS FOR THE PROPOSED 100-YEAR CONVEYANCE CAPACITY that the above site plan is true and correct, and that all bearings, distances, FOR F 101-00-00 BEING MET PER A STUDY PERFORMED BY LANDEV angles, curves, radii, and central angles are accurately shown on the site plan. ENGINEERS DATED SEPTEMBER, 1987 AND FULLY IMPLEMENTED BY HARRIS COUNTY FLOOD CONTROL FOR THIS REACH OF F 101-00-00 BY: PROPOSED DEVELOPMENT IS NITHIN THE STUDY'S DRAINAGE AREA. DIRECTOR, PLANNING DEPARTMENT BY: �-� _ Rodney L.. ton, P.E. Texas Registration No. 90298 GENERAL NOTES - 1. LIGHT POLES OR SIGN POLES ARE NOT ALLOWED IN PARKING OR TYPE OF DEVELOPMENT Floodplain RM No.: 060035 DRIVEWAY PAVEMENTAREAS, COORDINATE LOCATIONS WITH WEIGH STATION FOR TRUCKS Northing: 13813547.61 Easting: 3227286.63 •����\``� LANDSCAPE PLAN. jQy�g Elevation: 20.06 2001 Adjustment •" �gOFT( it 11/14/11 1st SUBMITTAL • t 2. CONTRACTOR TO PROVIDE CONDUITS FOR SITE LIGHTING. N/A Texas South Central NAD 83 „�'' qs 11� 3. PIERS FOR LIGHT POLES SHALL NOT BE ABOVE CURB. Description: Floodplain Reference Mark Number 060035 r�*r' .* 4. ALL LIGHT POLES WILL BEA MINIMUM THREE (3) FEET BEHIND ANY CITY OF LA PORTS is a BRASS DISC Stamped RM 060035 on bridge at %*• ••••••••••••••••• *� CURB. 604 w. FAIRMONT ♦ RODNEY L SLATON CAD FILE LA PORTE, TEXAS 77571 West Barbours Cut and F216-00-00 located on downstream t' slce�laa 5. CONTRACTOR MUST OBTAIN, READ, AND COMPLY WITH ALL ♦ 90298 I CITY 0 F L A P 0 R TE PLANNING PLOT DATE concrete walk on the southeast corner of the bridge in KeyMap �g, GEOIECHNICAL RECOMMENDATIONS CONTAINED IN THE ♦ � GEOTECHNICALREPORTPREPAREDBYTERRACON. 540W in the Galveston Bay Watershed near stream F 216-00-00 fivt:'OiSTEK:•��r ENGINEER RODNEY L SLATON, P.E. 11 11 ATACCESSIBLE PARKING SPACES ELEV. 20.06 Feet NAVD 1988, 2001 Adjusted. 11j,410NAL IoAr 604 W. FAIRMONT OWN RLS 6. ALL CURB AND GUTTER LOCATED SHALL BE SPILL ONLY. 7. ALL LIGHTING IN THE PARKING LOT SHALL BE HOODED AND SHALL NOT BE VISIBLE FROM THE NEIGHBORING RESIDENCES IN COMPLIANCE WITH SECTION 106.521(cj. 8. SEPARATE IRRIGATION AND SIGN PERMITS ARE REQUIRED FROM THE CITY. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAKING SEWER TAP INTO EXISTING SS MANHOLE. CALL PUBLIC WORKS AT(281)471-9650 FOR INSPECTION. 10.OWNERIDEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DRAINAGE DITCH AT THE REAR OF THE PROPERTY. 11.DRAINAGE, DETENTION, AND DRAINAGEWAY MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE OWNERIDEVELOPER. <<t\\\\ •� LA PORTS. TEXAS 77571 CKD OFFICE 281-470-5060\ E-MAIL slatonr®laportetx.gov RLS The seal appearing on APPD RLS tn'aMdocument y °s CITY OF LA PORTS SCALE ' (HOR.) RODNEY L SLATON P.E. 90298, on JOB NO. 1 1 g , �� LA PORTE D.O.T. WEIGH STATION SHEET , SEE DETAIL A S�yxN wl ro SEE DETAIL B -.� 1j`^►. FlNISH GRADE e ' ::' s t� i�:` � •.. ^i.� 1/$" THICK X 6" {HIDE o "'i �? � STEEL PLATES WELDED w� �� li�ti TO GATES FOR SIGNS 3" MIN 3' �i'1fl�� � UTA, t �" DIA, sTrAs~L PIN TMR11 STEEL PLATE FOR PIVOT T�fpp U1�r � 5" O,D, STEEL PIPE �1it�.�.�f`r� i/2" STEEL PLATE �^ .. 7/8" O.D. PIPE krr's �" € 5" O,D. STEEL PIAE 9/2 OF 8" O.D. 5T, PIF WELDED TO P05T 3.5" O.D, STEEL PIPE �b 5.563` O.D. PIPE WELDED LOOP FOR CHAIN 2" DlA. Wf 1/2" REBAR, TACk WELD FOR BREAKAWAY 1 1 PIN AT BASE OF PIPE / ��/ '� .�� �' ' �A�LL PIPES SHALL BE BLACK STEEL PIPES, OUTSIDE DIAMETER (O.D,) AND WELDED, 2. ALL STEEL TO BE PAINTED WITH 2 COATS OF PRIMER AND YELLOW (SUBMIT FOR ENGINEER APPROVAL). 3. PROVIDE 2-2"X5,883" 4 D PIPE AND IN5TA CC}NCRETE FOOTING (12"X24" D.)_ F� TIE -DOWN WHEI.1 _.__. _ GATE IS OPENED, 4,D. STEEL PIPE Q��..�. PIPE SATE bETAlt SCALE: N.TS_ Dimensional ©ata Ftgut+e b•2 NeavyDvly Flap Gale lrwtodel 5QCj ;ii+iodel 5� found C �r Heads to 50 �t � i i.44 5,5a a.2s i 1.75 8 i3.50 d.75 4.50 id,GO IO 16.oD 8.{i0 9.75 I5,2S 12 i Soo �.5a lass i e.7s I4 21.40 � IQ.SA t� Sn �o �a 35 22.25 11.25 12,50 20,31 i6 23.SQ IiJS i3.00 21.25 18 2d.75 i2.5f} 15.75 25.AQ 20 27,50 i3.75 16.25 26.25 21 28.00 id,l}0 i6,50 27,38 24 32,OQ ib.g4 14,25 33,25 27 34Aa i7.00 21.25 35.50 FLAP �GA`i� NT5 ti: � t� ... RODNEY L SLATON � "' 9D288 ...... � C I 1 1� F G��.: ENGI� �l��ONAL f���"�� 604 OFFIC The seal peoring on this document was authorized by RODNEY L. SLATON P.E. 90298, on watt- mad