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HomeMy WebLinkAboutMcDONALDS SITE PLAN (2)GENERAL NOTES: I I w c z 0 M w z �o r Z (D z 0 z ti © E. _ 0 0 ('{' W 0 Q O o G l� o z a I , o -ell i � w z �o ` H z z o= s O a O w c w 0 O z 3 a �"' of IQ N 0000�-+ i .._ FAIRMONT. PARKWAY'—/�,'j�0" g�yf"F: 6Ld P, o? 146 4 1 V" EK151"'6 PIS, TM ST. MIlto f'IDLI'6� I SITE 1]£o LOCATION ? x ap ♦TM ST. SET 5/6II,R. WE*T 1 " E. FAIRMONT ti BROADWAY I LOCATION MAP (NOT TO SCALE) F D12IVE �UL.YErz-T� INSTALL P�i� GIT'� sP�uFlcaTiol•� POUR 6" THICK CONCRETE APPROACH AS PREVIOUSLY NOTED. GUARD POST (TYPICAL) 10' 0" 0121 0" CONCRETE PAD 6" THICK.- DETECTOR LOOP TO BE CAST IN PIIACI3 IdY GENERA CONTRACTOR. NO WIRE W'�*TIIIN 1'.0" EI`PHER SIDE OF LOOP. BROOM FINISHED CONCRETE - SEALED WITH SONG GLAZED #CS17� GUARD POST (TYPICAL..) I 10'-0' x 60'-0' CONCRETE PAD - THICK (POURED PER PAVING SPEC.) WROUGHT IRON RAILING (121-0"x3'-4`I HEIGHT AND ANGLE OF ROAD SIGN TO BE DETERMINED BY AN ONSITE SURVEY 10'-0- (59 elope) w/o handrails t;•-0- (8.331 slope) with handrail 4-0- an w b a9 eV N N N Textured non -slip Thia edge flush surface I i with pavement i 'a -pavement 1/2" expansion joint (Typ.) 5" concrete "lab (Typ.) Brush Finished concrete or abrasive the/paver HANDICAPPED ACCESS RAMP zIG1•I SG{-f �DtJL� # MKI P71d2rF ® 7o -200 190AP �IG1-}-(0S'0VERAU. AT I /-a\ 70-5A r­1112F��7I0t+&L `blz1vETF112U" 2 70 Plgi2 GrlloH,dt"T+1AHK -YeLJ° I O 70 - I o O P-Oa Fl SICON - cj0' ovIERALL HT, O I MaD©4aLds F,a6a& g�N 2 OO WALL Lo&o 1 -51&t4 3 ©FL�•G POLE 3 � I�aH•plcA•P SIGHS Iq - tzapF P�F�`M5 !�a,aCs4 _ SP F.GIF1e� e• tatr �. arms" Year aasrm ace .aa sx: ar s/1"osLL 40 " Pt ►r oesaassi Ps"""W" rrr r aras�ataaa or MU Wtrss. sll " " Y I8'-D tot. I am WA "Los as"s to " to esssaas "t as-aarr a"% "Ifietlr. arNala'a a Wsraas r Y the toasts" ss too OIL ar< r"tr sa.aA" Pilots I at to ar at ` " LANDSCA�E u` gET PJ d'oNG. N p Q Rio • FrcSp"I, ToPoF Ft•ID �i/6" I• � � - III '•�v.e.° ��• LoP _ N IIT� I N (,1r..) _.. Q1 co � - e , / o F*+t9 5/8' biz• f-Io R-1 o Id'• 3' O'�Y, GoNa. 00 - FLUME. (rYPoF5 I� 1220 SEE SP-2 O Ln td ,A? a 70 to , la'- oIN ;;ram ` .,._ .-. e• -a C) a m Jo - O O - c I PeoPoSEp D fTl Z 7 z r i ( (711 O 0 n N -4 > 010 D DD I ' 25' 011 I �5'- 0_- p--- �_� 12• Z -I I' O O _- - v sr 1 ot. n �l McDonalds w w 37-S tip I ° a P'k9 Ri R2Mo E EXIS 'le 21 O 75 0 I I10fQ •O 4 i- R I I n I I � I I;' t { y•) Vt i 2 71 ' I ` D -n C I pL Y Irk / V p RI° "CJ - , in ' �l • _` .' / � 0 ON a LANl3 APE' ,,1l o6 o_ ©F' J s c- RIDS p R5' 0 Oin S f< 41 I,I Pao 1 A d- _ ' \yI EX15T I .,vaxe vnlvC•� rJ"p �' :J+" t "`,�t :.',,`�\``f` .; ,• _. ,'.. .\ CJ•0 ;•: .. ns __ —.__ - �-� �I I Al ---- -------ell II � s,�� SAWCUT AND REMOVE CURB AS SHOWN. POUR 6" THICK CONCRETE APPROACH REINFORCED IN ACCORDANCE WITH CITY _. CODE. MATCH EXISTING GRADE;-RATCH REMAINING PAVING AS NEEDED. 57'1 5.5' GoMG,.LLIPLK, ol•Io42cTE 1?�R+DloE - EAST FAIRMONT-_---�PARKWAY-=T"iaa'f�YWT- I REL.oGATE Exlihl: 516h4 LU/ gUP.IED eoNvuiT To hie H ESMT. AREA' SIGN TO BE RELOCATED. GENERAL CONDITIONS: -- All dimensions shown are to face of curb unless shown otherwise. -- All curbs and walks are to have expansion joints every 20'-0" maximum. - -- The General Contractor shall install a rubberized sealer between all quarry tile walks and the back of curb; all broom finish concrete and exposed aggregate walks to be sealed; verify both products and their use with McDonald's Engineer. -- All landscaping to be installed per separate approved plans and specifications. 11. 8'•0It4.0" TRASH ENCLOSURE WITH 131 4 x APPROACH. ENCLOSURE SLAB AND APPROACH TO BE 6' THICK CONCRETE (POURED PER PAVING SPEC.) ENCLOSURE TO HAVE TWO (2) METAL GATES. EXTERIOR TO MATCH BUILDING EXTERIOR. P-0"d. x 2'-0"W. CONCRETE CURB AND GUTTER AT AIL SIDE(S) OF BUILDING PERIMETER. C'�R-ooM FIi�15 I -I �vaL(c. --�•(p• (QUARRY TILE TO BE OPERATOR EXTRA) 12'-0."x 70'-0" CONCRETE PAD 6' THICK (POURED PER PAVING SPEC.) ��Mov� EoclsT'G, S�PTIG T-PNK � S�MPUrIG WELL. KIST�. POWER POLE TO BE REMAIN, ABRASIVE QUARRY TILE FINISH (TYPICAL). I'-0" D.x2'-0" W. CONCRETE CURB AND GUTTER. TYPICAL FOR PERIMETER LOT CURBING. 5'-0' X 10'-0" CONCRETE ACCESS RAMP WITH NON-SKID FINISH - SEE DETAIL. POUR NEW " WIDE CONCRETE WALK IN ACCORDANCE WITH CITY CODE. LOCATE 5 --O FROM PROPERTY LINE OR PER CITY SPECIFICATIONS. 1, McDonald's Road Sign and Base are by the Sign Contractor. p {� Conduit and Wiring are by the General Contractor. 2. Bases, Anchor Bolts, Conduit, and Wiring for All Other Signs are by the General Contractor. 3. %/ Empty Conduit to Locations Shown at the Lot Peri- w meter for Lot Lighting is by the General Contractor. Lighting O Fixtures, Bases, Poles, Conduit, and Wiring are by the Z C7 Owner/Operator. 4. Bases for Flagpoles are by the General Contractor. Anchor Q y Bolts are by the Flagpole Supplier. aJ O O � U 5, Proposed Utilities are Shown in Schematic Only. Exact N Locations shall be Field Determined to Allow for the Most Economical Installation- O 6. The Contractor shall Coordinate with All Utility Companies c 0 9 m to Determine Exact Point of Service Connection at Existing 0 .: o 0 e 3 Utility. Refer to the Building Electrical and Plumbing a[ U 0 U 0 Drawings for Utility Service Entrance Locations, Sizes, and Circuiting. 7. All Elevations Shown are lit Reference to the Benchmark 8 and must be Verified by the General Contractor At Groundbreak. " 8. Finish Walk and Curb Elevations shall be 6" Above Finish Cc o Pavement. p G m 9. All Landscape Areas shall be Rough Graded to 6" Below a Top of All Walks and Curbs. Finish Grading, Landscaping, and Sprinkler Systems are by the Owner/Operator. A 10. State Department of Highways and Public c 4 Transportation traffic paint #WPT-8f, white paint, traffic is the approved $ c lot striping to be used. a °- U 11. The general contractor shall run a roto-rooter through all sewer lines c that connect to a city main prior to 0 d opening day. 3 O 'i-o PAVING SPECIFICATION: (Minimum 3' Total Compacted Asphalt Thickness.) p ' 2 " Type "_�" asphalt wearing ; surface (compacted to 415 %) over; 2,"Type " C, " binder course asphalt over; o -22" compacted stone/ar:ir ie imm (Type " A=„) o 8. 0 %std. proctor subqrade compaction G_% lime stabilization deep (scarified) c 110,rt* 1•i0 SANOF)LL VNOFIL PAVEMENT AREAS. c Note McDonald s Engineer Reserves The Right To Request A Compac. s0 tion Test And Or A Core Sample. If Tests Prove Correct, Per Above Specifications Tests Will Be At The Expense Of McDonald's, a. Otherwise. G.C. Will Be Charged. LOT LIGHTING RECOMMENDATION: Jet -Phillips Del Rio 400 watt metal halide tin 18' poles w/210" metal base at 90' maximum separation. o 17 FIXTURES 10 POLES Note Electrical Contractor To Circuit Lot Lighting As Noted. PARKING INFORMATION a N -9 20 Spaces Ii-O" x Ia'-a' @ 75 Total Spaces 2 Spaces I I''O" x 18=0" @ 75 ' 6 Spaces 10'-O x 20'O" @ q0 ' 38 Spaces -O- x 18.0' @10 ` UTILITY INFORMATION m Size Type Location.ar 0 U Sanitary Sewer ip" LINE OLi air ,17 Ol-I F'LCO Water �j' LINE Ot4 6-11t Sj C;f4 R_ Storm Sewer 2�° ���+T F n to r, min rn 20�20 ��' �1 Y 6 Lot I( 6Cro� Q -Electric m' Gas 2, U H P- c 2H el ik 57 elr4 FI_ a SURVEY INFORMATION % n Prepared By 3100 t�11 LG� ��T DUITr- r- 190 Hd�sTart, Tit. (713) 7&o - 12<oo0 Gated d" LEGEND: 71 ° -- c Q A Q T Sanitary Sewer - S Gas - — G -- d - Water - W - ---- Lot Light Fi LP30 A m' N U. Storm Sewer ST - Existing Elevation (76.5) p ti Electric - E Proposed Elevation � � N M a • PLAN SCALE: 1•• = 20' REGIONAL DWG. NO.: STREET ADDRESS: FAIRMONT PKY. - 8T" STREET 4 2- 644 CITY: STATE: LA PORTS TEXAS CORPORATE DWG. NO.: , COUNTY: HARK/S - 88 - 1�(/i/ SITE PLAN SPm 1