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HomeMy WebLinkAboutZ-4234-A Map 3„A, SITE PLAN SCALE: 1"=20'0" I EXISTING "NO RIGHT TURN” SIGN EXISTING PAVEMENT -- MARKINGS (TYP) STREET - -z4.0 - 22-o" I i : �ExIST IS'R SIR —EXIS PROPOSED CONCRETE —. I a SYMBOL ON PAVEMENT .COPE APPROACH PER CITY SPEC t--� PROPOSED CROSS -HATCHED ---- 0 _.EXISTING ACCESS CONCRETE 2'R 2 R Of WALL 0 ---_PROPOSED HANDICAPPED PARKING SIGN ON POLE FXISTING - WIDE SIDEWALK ALONG 0 LINE IN R.O.W. �w TRASH �W Ei JCLOSURE xr / W LL 0 i I. MCDONAUD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 0 F -A O EXISTING n LEGAL DESCRIPTION LANDSCAP NO C] } I - I m 10.0. .p.. -I d'O"- KL LOT 3, EXCEPT THE WEST 8' THEREOF AND LOTS 4. 5P & 6 EXISTING 16 � BLOCK 8. PFEIFER ADDITION AND A PORTION OF AN ALLEY ON TOPEOOF- _SGP n C • GJ TO BE CLOSED IN BLOCK 8. IN THE CITY OF LITTLE ROCK. m CONCRETE RETAINING i GUY PULASKI COUNTY. ARKANSAS WIRE SIGNS ARE BY THE GENERAL CONTRACTER. WALL GP d N O M - KV A w Iw INB FIXTLIMS. BASES. POLES. CONDUIT. ARD WIRING ARE BY THE H- H- 0 Kz (L OWNER/OPERATOR. R¢ I £ 4_Q_ Gl 8' DEC r OD O 0 EXISTING Cji CONCRETE F - RETAINING T I EXISTING WALL MCDONALD ' S 4c' RESTAURANT i a 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT PROPOSED 6X18 CONC. �JRB ,f RELOCATED LOCATIONS SMALL BE DETERMINED TO ALLOW FOR THE MOST L) F. -AG POLE " -1 log Q W r, T__-. - 10' _ IS IR :✓� i ECONOMICAL INSTALLATION. w W P w "-n — CEW E SITE PLAN SCALE: 1"=20'0" I EXISTING "NO RIGHT TURN” SIGN EXISTING PAVEMENT -- MARKINGS (TYP) STREET - -z4.0 - 22-o" PARKING SIGN Wi �ExIST IS'R SIR —EXIS PROPOSED CONCRETE —. I SYMBOL ON PAVEMENT .COPE APPROACH PER CITY SPEC t--� PROPOSED CROSS -HATCHED ---- 100.00' _.EXISTING ACCESS CONCRETE 2'R 2 R Of WALL ---_PROPOSED HANDICAPPED PARKING SIGN ON POLE FXISTING - WIDE SIDEWALK ALONG PROP. LINE IN R.O.W. �w TRASH �W Ei JCLOSURE xr / W LL i I. MCDONAUD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 0 F -A ;LISTING ' '4FIGHT DFTFO'f OR EXISTING n LANDSCAP NO } I - m 10.0. .p.. -I d'O"- 4'0 16 2. BASES. ANCHOR BOLTS, COICUIT. AND WIRING FOR ALL OTHER PP _SGP n C • GJ PP P i GUY WIRE SIGNS ARE BY THE GENERAL CONTRACTER. 3. 3/4' EMPTY CONDUIT TO LOCATIONNS SHOWN AT THE LOT PERI- GP N O ODOD KV Iw INB FIXTLIMS. BASES. POLES. CONDUIT. ARD WIRING ARE BY THE 0 OWNER/OPERATOR. R¢ I £ 4_Q_ A. GASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR .b.. _b 1 s.�.. r OD O 0 Cji F - T I EXISTING (L MCDONALD ' S 4c' RESTAURANT 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT PROPOSED 6X18 CONC. �JRB ,f RELOCATED LOCATIONS SMALL BE DETERMINED TO ALLOW FOR THE MOST L) F. -AG POLE " -1 log r, T__-. - 10' _ IS IR :✓� i ECONOMICAL INSTALLATION. w W P "-n — I URS. Uy - -1 \RELOCATE EXISTING ROAD SIGN MARKHAM STREET ING STOP SIGN TING TREE STING N TOP BOX INLET PROPOSED PAVEMENT MR KING -EXISTING WOOD FENCE ON TOP OF CONCRETE RETAINING WALL --EXISTING LOT LIGHT (TYP) LLJ W z 0 U CL RELOCATE -EXISTING FLAG POLE EXISTING "ENTRY" SIGN RELOCATE —ROAD SIC PROPOSED HANDICAPPED PARKING SIGN Wi JAN ACCESSIBLE" - ---APPENDAGE _PROPOSED HANDICAPPED --------PROPOSED _ SYMBOL ON PAVEMENT Lij (TYP) PROPOSED CROSS -HATCHED ---- AREA FOR HANDICAPPED _.EXISTING ACCESS CONCRETE RETAINING Of WALL ---_PROPOSED HANDICAPPED PARKING SIGN ON POLE PROPOSED 4' WIDE SIDEWALK ALONG PROP. LINE IN R.O.W. RELOCATE -EXISTING FLAG POLE EXISTING "ENTRY" SIGN RELOCATE —ROAD SIC LL GENERAL NOTES Lij Of I. MCDONAUD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 0 F -A CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. } m 2. BASES. ANCHOR BOLTS, COICUIT. AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTER. 3. 3/4' EMPTY CONDUIT TO LOCATIONNS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHTT- INB FIXTLIMS. BASES. POLES. CONDUIT. ARD WIRING ARE BY THE OWNER/OPERATOR. A. GASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR Z BOLTS ARE BY THE FLAGPOLE SUPPLIER. O 0 F - (L 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT ~ LOCATIONS SMALL BE DETERMINED TO ALLOW FOR THE MOST L) ECONOMICAL INSTALLATION. w W 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY CCWANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES. AND CIRCUITING. 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIER BY THE GEAUM CONTRACTOR AT GROUADBREAK. w II - O: CI 6. FINISH WALK AND CURB ELEVATIONS SHELL BE 6' ABOVE FINISH PAVEMENT. W K 9. ALL LANDSCAPE AREAS 3HWLL BE ROUGH GRADED TO 8" BELOW TOP OF A11 WALKS AND CURBS. FINISH GRADING. LANDSCAPING. AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10. LOT LIGHITNG CONCRETE FOOTIND3 TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. PAVING SPECIFICATION (EXISTING) (MINIMUM 3" TOTAL COMPACTED ASPHALT THICKNESS) 2" HOT MIX TOPPING ON 4" ASPHALT BASE ROME: MODMMl.e'S BDINM FMERVU THE RINK TO 11MUM R COWRCTION O Tm no/m R EOIE ow". :P T ffm NRrnE COME". MR Ib WE r aPELIFI(XOTI(H. TIYIIi tE Af 7NE tl?QilE Q ncO(Nftl�'S. 1- QTIERIR![. t G WILLE C;MNBED. o O O LOT LIGHTING RECOMMENDATION V V EXISTING LOT LIGHT ARE 40OW HPS FIXTURES ON 20' POLES ON 2' HIGH CONC. BASES FIXTURES ALONG PROPERTY LINES CONTIGUOUS TO N RESIDENTIAL PROPERTY AS WELL AS A NORTH z PROPERTY LINE ALONG "A" STREET SHALL BE HOODED TO PREVENT NUISANCE TO RESIDENCES O O MOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LAT LIGHTING AS NOTED. PARKING INFORMATION s TOTAL 16 SPACES 9' x 18' a 75 SPACES z 25 SPACES 9' x 18' e 60 SPACES X a 41 SPACES x a Kn UTILITY INFORMATION w u 0 LU SIZE TYPE LOCATION u A LL 0 O SANITARY SEWER 8" 0 MARKHAM WATER 8" 30 PSI 9 JACKSON W 41 Oa STORM SEWER 7. 5'X 3.7' BOX DRAIN NE PROP CNR ELECTRIC 120/208 39f OH 0 JACKSON GAS 2" 1000 BTU 0.3 GRV 0 MARKHAM q SURVEY INFORMATION W a w PREPARED BY: THOMAS ENGINEERING COMPANY NORTH LITTLE ROCK, ARKANSASw Q ~ o z DATE: 26 JANUARY 1975 w d 0 w z LEGEND ¢ CD H CD SANITARY SEWER $ OAS G -i z WATER W LOT LIGHT Nm=N LP:30N O STORM SEWER ST EXISTING ELEVATION (76.5) ELECTRIC E PROPOSED ELEVATION 77.0 !� ! # a PLAN SCALE: 1" = 20' STREET ADDRESS 5000 MARKHAM STREET CITY STATE STATUS DATE BY LITTLE ROCK ARKANSAS PRELIMINARY COUNTY PLAN CHECKED PULASKI AS -BUILT 12FEB72 GPB REGIONAL DWG. NO CORPORATE DWG. NO. SP- 1 03-0023