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Home My WebLink AboutSITE PLAN - 01-00021 - Erikson Pontiac GMC - New Car DealershipGMC DRA WINC INDEX 1-40# -00 O 344.930 E UNDER CROUND ELEC POWER 0 UNDER GROUND GAS T UNDER GROUND TELEPHONE TOTAL AREA : 5 ACRES 217800 SY ASPHALT & BUILDING 176673-31015 - 14S6S8 SP LANDSCAPING - 16686 S`F SNOW SY'ORACE - 14566 SP WEST LANDSCAPING - 6000 SP NORTH END - 9000 SP wA rER RmNsm - Nor REQ - D 4 -- - .. . ... 4A SITE PLAN f I J"I or, eI %LA A I I FYI-O` r--., CITr ItURF ST4 TE ROW FA� 3 0 - -0 ............... ................. 8 0 ...... ........ ae®e ...... ....... -------------- ........ 140 140# -0- STA TV REQ- D A MESS ROW 29.03 490t r 7wua 7chr 'e-V 7--, 7, r fir STA TV CA TCH BASIN & Lf-,)'-vTATE '-'.WY SEE SHT C-5 FOR APPROACH VSTArE CATCH BASINI 5, - 0," SEC770M LINE TW* drawing is low this location and customer oily and is nol to be reused in any Monner V;thavt the written C of Dftign -J"TREET DEMLS Iftiffl;9ance, SPEC, :-...........>..>.,...>. n. ............................... .n....., «. ...>...,.,.> . ....... .... ............ ............ . ..... I-MH-9 MH-8 p A? 0 7 �JV-V-; 4 -- - .. . ... 4A SITE PLAN f I J"I or, eI 98.5 1 NOTES: .......... - ... .... PQ . LOAfC AXIS OF BUILDING SHALL BE PARALLEL WITH MAIN STREET. 2. ALL PARKING AREAS ARE ASPHALT. -99.9 3. ALL CURB AND CUTTER TO MEET 9988 FL CWTER rrrR CITY STANDARDS. 991:78 FL GUTTER . ................... ... ............. ... .................... 4. USE 12" DIA PVC PIPE BETWEEN CATCH BASINS. LECEND 7 'YPE A CATCH BASIN to 100.7 LO I 0 Exisrimc ELEV ............ .............. ....................... ........ ELEV 100. 00 - 4855.20 (ary DA MM) STANDARD SECTION ry LIJE & secriom uAfE .............. ... .... ... .................... ....... ........... BM - sixv 100.00 Top or RIM 1:16 /--CITY ROW f--S7ATER0V i r, -+ • �. ._. a a PAVINC TO BE FLUSH WITH SIDEWALK AT THIS POINT. SEEDETAIL . } 'y CY) CIO y s. CITY OF REXBURC MADISON COUJVTY Emb NOR T MIMI 01 gill E-I SEVER LINE /-11 PROVIDE 24" CULVERT SEE NOTE 4 BETWEEN PROP LINES. 5' VIDE LANDSCAPE STRIP 5' CENTER LINE OPEN DITCH WIDE LANDSCAPE STRIP CL NEW 2410 CULVERT PROPERTY LINE TOP BACK OF CUP B ST BANK DITCH 5' WIDE SIDEWALK EW So SEWER LINE ILT EAST BANK EXIST DITCH [ER EXISTING 240 CULVERT ETCH BASIN I T NEW EDGE OF ASP r-NEW CURB L GU ER T r-1 2-- "A Lis --W—MAUHITLE — N - — - — - — V/ Be ST UB OUT PROPERFY LINE -- -- -- ------------------- ------------ --------- EDGE OF ASPHALr - ----------- ---------------------- -- ------------------ ------------------------------------- \-PWR P -MOVE"INSIDE LANbSCAPE STRIP 24'-Om STA 2+10 CL 40* DRIVEWAY \--�OVE INSIDE LANDSCAPE STRIP CL ASPUALr 1+00 Ir-2*00 - — - — - — - . . . . . . . . . . . . . . . —3+00 - — - — - — ---- — - — - — - — - -4+0 0 CL ST' VONING EXISTING MANHOLE 150'0 WEST I. WATER LINE EDGE OF ASPHALr s - - — - -- — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \—,OR WATER LINE STUB ---------------- C4 V PLAN v 40 01) v 10 Scale 1 0 $06 v 4 h 4 " 40 tQ + W 2D tillia *4 v b, W Cv 2! to rn f - ALL CONSrRUCTION SHALL BE DONE IN COMPLIANCE WITH ciry or REXBURG STANDARDS AND SPECIFICArIONS FOR THIS ryPE OF CONSTRUCTION. tT 3. CONTRiR SHALL HAVE APPROPRM rE AUTHORITIES MARK ALL UTILIVES (WATER. ELEC, ErC.) PRIOR TO DIGGINC AND SHALL impohm ENGINEER OF siomirimr qmmcis JN PLANNED ALmommimr REQUIRED TO MAINTAIN A MIN OF to Fur BErwEEm WATER LINES AND PLANNED SE 4. 360 cuLvERr SHALL BE SIPHON FY PE GALVANIZED. w1j1wfiqw-ff1#1h1-ww� 0 OUIP %Fj, SPEC. / DwG NEW CURB & CUTTER W/ 5 LANDSCAPE STRIP %I n ADIJUST PLACEMENT OF SIGNAGE TOACCOMODATE 12X20X6" PARKINC PAD m LAMDSCAPE SrRIP -R3*-O' 1® -Off -- ................... ------- ------- ® EXISTING SIDEWALK - SEE NOTE.3 PREEPPOR 40 -0- EXP JOINT FILLER m wl R OA D.,,.WA Y REPLA CEMENT A REA -= 3213 SF Scale 1, - so,, pol ASPHALT AA am 314 - CRUSHED CRA VEL 0" CRANULAR BORROW ]VOTES: 1. MATCH SLOPE TO CROWN OF REPLACEMENT ROADWAY WITH EXISTINC ROAD. i : r W— ,-- a�� DEPRESSED yam, r , S I DEWALK i i _ RAISED 1/463 ABOVE Cell. FOR DETECTABLE 112 DRIVEWAY RAISED 1/40 1/ 1/4" TOOLED RADIUS AS CORNER HAVE 114" TOOLED SIDEWALK TO SLOPE 1/40 PER FOOD TO CURB WARNING SURFACE, SCORE MAIN RAMP OE CURB. �--- -� PER SECTION 507,04,1 RADIUS. FROM SSC ER TO SCORE MAIN RAMP AND FLARED 1'40 TOOLED RADIUS AS P ECTIO 07.04.1 HAVE 140 TOOLED �w� ADIOS. 1 TO SLOPES / 1' SURFACES PARALLEL T SLOPES / I' =t2 S� � ED JOINTS TOOLED . IN 142 SLOPE DECD' TOOLED JOINTS 0 60 c.c. C 5'-0" 1 /"41, CONCRETE. 5"—Os CURB AT FRONT CONCRETE. 1e° OF COMPACTED GRANULAR BASE OF ACCESS CUT FLUSH WITH CU AT FR T OF ACCESS CUT 17 °® � Id m GUT TER FLASH WITH GUTTER .,._, 1 DEPRESSED ACCESS DEPRESSED ACCESS SECTION DEPRESSED ACCESS WITH UTILITY T 0R \-3& 12'0 OF COMPACTED GRANULAR S 10 F GRANULAR BORROW BENEATH 6" O' T SHOWN FOR CLARITY. DRIVEWAY CURB AND T T T A I T T SIDEWALK SECTION _ APPIRR This dirowing is fcw this kw*loon and cug&,rw only ond is t to be reused ift any a°naaftef sit t tree t$t cft t of hnt ' t. W— ,-- a�� DEPRESSED CURB FLUSH WITH GUTTER 1:12 FOR DETECTABLE FOR DETECTABLE 11*2 INCH WARNING SURFACE, SCORE MAIN RAMP �--- -� WARNING SURFACE, FROM SSC AND FLARED SURFACES PARALLEL SCORE MAIN RAMP AND FLARED LOPES 0 NORMAL HEIGHT TO SLOPES / 1' SURFACES PARALLEL T SLOPES / I' =t2 S� � ED JOINTS TOOLED . IN 142 SLOPE DECD' TOOLED JOINTS 0 60 c.c. C 5'-0" CONCRETE. 5"—Os CURB AT FRONT CONCRETE. 1e° OF COMPACTED GRANULAR BASE OF ACCESS CUT FLUSH WITH CU AT FR T OF ACCESS CUT 17 °® � 17&-0& GUT TER FLASH WITH GUTTER DEPRESSED ACCESS DEPRESSED ACCESS SECTION DEPRESSED ACCESS WITH UTILITY T APPIRR This dirowing is fcw this kw*loon and cug&,rw only ond is t to be reused ift any a°naaftef sit t tree t$t cft t of hnt ' t. T_ ;v 1 0 IX-91 NORTH ELEVATMU TW OF PAA4Pfr 0 FMWr OP SSRVXr J S40 071 DIET SHOP 7T I MCI( Was SERVICE EAR ERICKSON PONTIA C- GMC j BODY SHOP 22 _9 T -------------- 20# -Ow z0f _O* 254 -Opp —80'-Oo -60 SOUTH ELEVA T_ ;v 1 0 IX-91 NORTH ELEVATMU TW OF PAA4Pfr 0 FMWr OP SSRVXr EM 5' WIDE -J OFFLOADING AREA EXTERIOR DOOR SCHEDULE PHIJIU25"ING lN ---',;-::C SP T a._ .. F ;:� 'ILE FULL HEIGHT I)OTH SIDES ADA L01L FT A DA URINA L ADA. MIRROR MOUNTING DETAIL S Lip $car.. mn SCAM- MrS SCALE: NrS URINAL PRIVACY WALL, ......... SCAM, MTS SERVICE OR BODY SHOP HMO No ti m LLL V lUl 15'-0- FLAT EL 101"-6- PAVE FLUSH WITH SIDEWALK THIS AREA 40'-D" SL ELEV 103'-0" A P R OV E- L' ADA DETAILS !A-6 SHEAR Ti'AI,L 3 scAxe: Nrs A -7 OFFICE WALL 4 SCALE: xTS �'�7 112' SHEET ROCK UPEN TU ABU VE SEE NOTE 3 0/0 uatl Z, 518" 0 SB —\ I f— 112 SA YEET ROCK 2X4 0 16 " 0. C. 2, BACK WITH 112" GREEN BOARD AND PAINT. 1 EAST 2X4 0 6 - O� C, " A ay nf%rrop" MPA F F 112" SHEET ROCK 518 OSB 2X6 0 16 #0 0. C. 11210 SHEET ROCK 112a SHEET ROCK 112' SHEET ROCK OSB a 1 —0" SEE NOTE 2. 2X6 0 16" 0. C. 50, N APPROV Put i i - n 4, (,- 1� - t.. r 0� -------------------------- yYyi 20* -00 .......... 77 340*-0" 9 _ , 129' -6- - - -------- ............. MASTER FIREWALL PLAN APP7R'OVE'_ Scale o/ OUP REF, SPEC. / OWC - ...... . Ill. GENERAL STRUCTURAL NOTES cross runner intersection and splayed 90 deg from each other at an angle not exceeoling 45 deg f rom the TO BE SAME BE IN PLACE WIDTH AS FTG. BEFORE FTG- DUCT CANNOT BE DROPPED:, CONTACT ENGINEER. I. ALI Footings shatt bear on undisturbed soil or rock. The Foundation plane of the :,Ceiling. These horizontal restraint points IS POURED. shaLl bear on the some soiL type throughout the entire structure. shall. be placed not more than 12 ft on center in both PERPENDICULAR TO FOUNDATION 2. Caution sha ne LL be taken not to undermi adjacent existing Footings. See Altowabte Trenching an nt d Utility PLaceme DetaiL I/ S2. directions with the first point within 6 f t from each ♦ Contractor shalt veriFy aU dimensions in the Field: any variation From wall. Attachment of the restraint wires to the the drawings shalt be brought to the attention of the Engineer. structure above shall be adequate for the Load 1#-6'w MM 4. Adequate shoring and bracing oF atl structurat members during construction shall be provided. IV. CONCRETE impos I ed. Lateral force bracing members shall be spaced a minimum of 6 inches from all horizontal piping or ductwork that is not provideci with bracing BACK FILL ASVHAL I IU LUA I INU -,4 4 . N,,�TCOMPACTED BELOW GRADE GRANULAR FILL 112'w dia. x 16'0 DOWEL I O.C. C:) # 4 x 4' COMPACTED GRANULAR FILL W/ B" SLEEVE @ 2nd POUR. ALTERNATE HOOK 36" o.c. UNDISTURBED OR PAINT JOINT WITH BOND BREAKER DIRECTION 4"COMPACT�JED FOOTING- SEE LL GRANULAR FILL FT G. SCHED. COMPACTED SOIL PRIOR TO 2nd. POUR. ,TYPICAL CONTRQL Q QI —3* CLR- FOOTING (SEE 160 POUREID' IN PLACE FTG. SCHEDad SECTION (�3� SCALE - NTS COLNUR"'ETE SLAB DETAILS �2 2—!) SECTION K"2 SCALE : NTS S2 6" APRON REINF PER RExBURG APPROACH STI) r-#4 CONT. @ OPENING 4 - 1 1$, 4 4"L (4 2, ru #4x 24" O.C. CONCRETE WALL (SEE FDN ENG NOTES FOR REQ'D REINF.) SECTION SCALE :T S2 6'* SIDEWALK Now 4" COMPACTED c u GRANULAR FILL fi4x CUF @ 360' o.c. S❑ r5-"� SCALE : NTS S2 A "k L-2" CL R. 3' C. L.. e /11� SECTION t 6 A SCALE : NTS 0 DMP REF. SEE OK S- t rOR FOVN04TON "S 2Y e Y f 2 ; mow` p 2 ELEV CHANGES. CORRECUMS SAS max.:. ..,,... �..... �..,. �. ��x.......,. ;.,.�a.,.,- .- ,.xN.,- .v..,�,�,- .`.,.. .,.....w.w..h,- ,R..,.�.�,..,,.. P -off 80 m . INDICATES SHEAR WALL -SEE DETAIL 3 SHEET A-7 I Ep. D APPROVt SERVICE AREA vrNmArtom ix DOM VENTILArION PROMS A MECHANICALLY OPERATED WNrILAIZON SYSTEM CAPABLE OF SUPPLYING A MINIMUM OF is CUBIC FEET PER misurr OF OUrSIDE AIR PER MLL. IF rffs vrioury op THE A /A A r A REGISFER EXCEEDS to Par PER sicom.6, rHF REGISTER SHALL BE HE FLOOR PLA cip MORE rHA m a FEET A s ! VE r P DIREM Y BENEA TH. Showroom mdr u MASTER PLUMBING PLAN Scale 1" = 30*-0" 2- SUPPLY, I- DROPS. S. FIRE SPRINKLER SYSTEM BY OTHERS. 6. PROVIDE VACUUM BREAKERS AT EACH HOSE BID. LOCATIONS TO BE SPECIFIED BY OWNER. ?. PROVIDE REDUCED PRESSURE VACUUM BREAKER AT WATER INLET. OMP F. I SPEC. / MG - 11 INSPE IVA 2m wArER mzr.PR IN wwsun smip —12" SEE NOTE 7 ISHUr OFF VAJVE d x3333 14 1 NOTES. zt 1 1. FLOOR DRAINS SHALL BE TYPE A C4TCH BASINS PIPED WITH PVC/D WV TP OILIGREASE INTERCEPTOR. 2. SLOPE CONCRETE FLOORS TO FLOOR DRAINS 0, 1 PER Poor. 3. ALL SEVER COLLECTOR LINES SHALL BE 4" ABS. 4. ALL POT E AT LINES TO BE COPPER 2- SUPPLY, I- DROPS. S. FIRE SPRINKLER SYSTEM BY OTHERS. 6. PROVIDE VACUUM BREAKERS AT EACH HOSE BID. LOCATIONS TO BE SPECIFIED BY OWNER. ?. PROVIDE REDUCED PRESSURE VACUUM BREAKER AT WATER INLET. OMP F. I SPEC. / MG - 11 INSPE IVA MASTER MECHANICAL - PLAN Scale I" = 30' -0"