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HomeMy WebLinkAboutS-0878-D Map 6m 0 o 0 a 0 J cn m U - O W a o v' z o O x a o p a_ a = N Ln O 4- U o 7 0 N C / Q 3 90' Right of Way per Master Street Plan Conc. Curb & Gutter Asphalt Paving (57') JGV LA .....__- (S .--.. ---------------------------_ .......City Jurisdiction.mII.....--._.-.......e.... GA. GAS --- (GAS GAS CAS S ' �S GAS Speed Limit — 40 mph La d PA\/F=AAF=KIT I i`ri=Kin- ° PAD - SEE CIVIL FOR DUMPSTER PAD, SEE FUEL PLANS FOR CANOPY AND TANK PADS CONCRETE SIDEWALK - WIDTH VARIES PER PLAN (SEE DETAIL SHEET) PAVEMENT PER CITY OF LITTLE ROCK SPECS (SEE DETAIL SHEET) Lot 2R, Replot Nunber Two Bk. D, Page 336 SS SITE KEYED NOTES: O CONCRETE PAVING - SEE DETAIL SHEET OCONCRETE DUMPSTER PAD - 10' O.C. MAX SPACING FOR CONTROL JOINTS OCONCRETE SIDEWALK SECTION PER CITY OF LITTLE ROCK STANDARDS - SEE DETAIL SHEET ® CONCRETE FUEL TANK SLAB - SEE ARCH/FUEL PLANS O5 CONCRETE FUEL CANOPY SLAB - SEE ARCH/FUEL PLANS © EDGE OF FUEL STATION CANOPY - SEE ARCH/FUEL PLANS O7 PAINTED 4" SSYL ® HANDICAP PARKING LAYOUT - SEE DETAIL SHEET DUMPSTER ENCLOSURE LAYOUT - SEE ARCH. DETAIL O9 SHEET - ENCLOSURE TO BE MINIMUM OF 8' IN HEIGHT AND MATCH BUILDING MATERIALS 10 ADA ACCESSIBLE RAMP PER CITY OF LITTLE ROCK STANDARDS - SEE DETAIL OPROVIDE DRIVE ENTRANCE PER CITY OF LITTLE ROCK 11 DETAILS 12 PYLON SIGN 13 STOP SIGN (R1-1) PER MUTCD 14 VAC PAD ON CONCRETE ISLAND (CURB TO CURB) - SEE ELECTRICAL PLANS FOR CONDUIT ROUTING LIGHT POLE - APPROXIMATE LOCATION - SEE PHOTOMETRIC 15 PLANS FOR EXACT LOCATION - ALL LIGHT POLE BASES TO BE 24" MINIMUM FROM EDGE OF BASE TO FACE OF CURB 16 CURB AND GUTTER PER CITY OF LITTLE ROCK STANDARDS SIDEWALK ALONG STOREFRONT TO BE FLUSH WITH PARKING 17 AREA - SCORE THREE (3) LINES 1/8" DEEP AT 3" O.C. ALONG FLUSH WALK TO DELINEATE TRANSITION INTO PARKING AREA FROM PEDESTRIAN TRAVEL AREA 18 HEAVY DUTY PAVEMENT SECTION PER AHTD SPECIFICATIONS 19 24" STOP BAR 2' CONCRETE DRAINAGE CHANNEL TURNDOWN SIDEWALK TRANSITION FROM 0 CURB TO 6" CURB - SEE DETAIL 0 PROTECTIVE BOLLARDS TO BE INSTALLED ON TOP OF STORM PIPE. ENSURE 1.75' MIN. COVER - SEE DETAIL SHEET C24 TIE NEW CURB TO EXISTING CURB 1" DRAINAGE CURB CUT �9 18" CURB AND GUTTER 30 INSTALL 130' OF SSWL THERMOPLASTIC PAVEMENT MARKINGS 31 INSTALL THERMOPLASTIC ARROW 32 INSTALL 24" THERMOPLASTIC STOP BAR 33 EXISTING STRIPPING GAS GAS GAS GAS-- GAS GAS GAS GAS GAS Project.BcnIhmcrk 1`�Mc yc_iiC. 463.DU' SITE NOTES: 1. THE CONTRACTOR SHALL VERIFY LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES (INCLUDING STORM DRAINAGE PIPES OR STRUCTURES) BEFORE COMMENCEMENT OF CONSTRUCTION. 2. IN EASEMENTS & R.O.W., CONTRACTOR SHALL PROTECT & RESTORE PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF CONSTRUCTION EXCEPT AS NOTED. 3. SURPLUS MATERIAL NOT REQUIRED FOR SITE CONSTRUCTION SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AFTER THE OWNER'S APPROVAL. 4. FILL MATERIAL REQUIRED, IF ANY, SHALL BE BORROWED AT THE CONTRACTORS EXPENSE. 5. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. & THE "SAFETY & HEALTH REGULATIONS FOR CONSTRUCTION" ISSUED BY THE U.S. DEPT. OF LABOR. 6. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER WORK IN PROGRESS. 7. BUILDING CONTROL POINTS, GRADE AND OFFSET STAKES ARE TO BE SET BY THE CONTRACTOR. 8. CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION. 9. ALL PIPES UNDER EXISTING PAVED AREAS SHALL BE BACKFILLED TO TOP OF SUBGRADE WITH CRUSHED STONE. 10. ANY DAMAGE TO EXISTING ASPHALT SURFACE RESULTING FROM NEW CONSTRUCTION SHALL BE REPLACED BY LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. 11. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. IF ENGINEER IS NOT NOTIFIED, THE CONTRACTOR SHALL TAKE RESPONSIBILITY FOR THE COST OF ANY REVISION. 12. ALL CURB TURNOUT, EDGE OF PAVEMENT, AND STRIPING RADII ARE THREE FEET (T) UNLESS OTHERWISE NOTED. 13. ALL DIMENSIONS ARE TO FACE OF CURB/SIDEWALK & EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL BID & PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES AND THE REQUIREMENTS OF THE LOCAL UTILITY COMPANIES. 15. CONTRACTOR TO PROVIDE ALTERNATE PRICE FOR ASPHALT PAVING IN LIEU OF ALL CONCRETE PAVING OTHER THAN THE CANOPY, DUMPSTER, AND UNDER GROUND STORAGE TANK AREA. 16. CONTACT MELVIN HALL AT 501-918-5217 OR 501-590-7465 FOR INSPECTIONS OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT HE EXPENSE OF THE OWNER OR CONTRACTOR. 17. THE MAXIMUM CROSS SLOPE AT THE SIDEWALK CROSSING IS 1:50 OVER A 3-FOOT PATHWAY. ALL DRIVEWAYS APRONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE A MINIMUM EIGHT (8) INCHES THICK OF 3000 PSI CONCRETE AND MUST CONFORM TO ORDINANCE # 16,557 AND # 18,031 FOR GRADE,SPACING, AND OTHER DESIGN PROVISIONS. DRIVEWAY APRONS MUST BE INSTALLED PER CITY OF LITTLE ROCK STANDARD DETAILS PW-30 THRU PW-35. in FOR NEWLY INSTALLED IMPROVEMENTS IN THE RIGHT-OF-WAY MUST BE PROVIDED TO PUBLIC WORKS,CIVIL ENGINEERING PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 19. CONTACT CITY OF LITTLE ROCK TO OBTAIN ANY NECESSARY PERMITS PRIOR TO CONSTRUCTION. 20. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS OBTAIN BARRICADE PERMIT PRIOR DOING ANY WORK IN THE RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501-379-1817 FOR MORE INFORMATION. 21. CONTRACTOR SHALL NOT REMOVE OR ALTER IN ANYWAY,EXISTING TRAFFIC SIGNAGE OR PAVEMENT MARKING WITHOUT PRIOR PERMISSION FROM THE CITY OF LITTLE ROCK TRAFFIC ENGINEERING DEPARTMENT. IF ANY SIGNAGE NEEDS TO BE RELOCATED, CONTACT TRAFFIC ENGINEERING (GREG CLAY: 501-379-1811) FOR PRIOR INSPECTION AND APPROVAL. IF CONSTRUCTION WORK IS GOING TO AFFECT ANY EXISTING SIGNAGE OR PAVEMENT MARKING,CONTRACTOR SHALL USE APPROPRIATE TEMPORARY TRAFFIC CONTROL DEVICES TO GUIDE MOTORISTS IN A ACCORDANCE WITH MUTCD DURING THE COURSE OF CONSTRUCTION. 22. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT ALL PARKING SPACES TO MARKED IN WHITE.CONTACT TRAFFIC ENGINEERING (GREG CLAY: 501-379-1811) IF YOU HAVE ANY QUESTIONS REGARDING STRIPING. 23. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF LITTLE ROCK STANDARD DETAILS AND ADA GUIDELINES. TURN LANE TRANSITION-v— EXIENTION 8` �lCP S5 SS SS SS SS_- , S.S.M.H. Top Elev.=458.95 Inv. Elev.=454.80' 20' 10' 0' 20' 40' SCALE: 1 INCH = 20 FEET ptKnow what's below Call before you dig. www.8181�1.com Dial811 or 1-800-482-8998 NTI INVESTMENTS, LLC U z_ z o W F N z a z w 0 a: W a: a p O U W U a N W 0 y U n a z 0 U W W o 0 z C.)U z O W U Z K Z ° 0 0 M V V V V Q < ON 0 N N N N N N W N N p O O O O O = a ¢ ¢ a a a 0 04 A h V� cn z Q Z U 0� (ifQ ts Q U m O W Z Lu _ H OH 3 J i- NO = Z Y W ��* ,1,� 00 co * 1 2/9/ No, 15473, 4 . wj 4/0 FU1-�-= SITE PLAN C1,01 FILE NO. 35136-13 (rl rnn„Nn61 9n1n [l nrne \A/nnnnnnr ci rv..nnr G. (`nn Inn All F:\35\35136\3513613\Civil\Plot\3513613-Cl.0l.dgn