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HomeMy WebLinkAboutS-0878-D Map 3■ a� O ry a o J M 0] N U � m O �- o Z N i o o � � z � � a N Ln > .. Cn E LL O-t U 5 U rM 0 -a LL cn 3 N 0 / - M ALTERNATIVE SITE LAYOUT SCALE: 1 "=20' )ProectInchor "M-agNail Ele8 Sim's 313o V . 1-Story-Brick 1307 John 9arrow FFE=457.3' ... Cane. Cosa. •� :.'vh S oEe�Mr Fk J, R 13 'irate inlet 15 14 ., �Iae �55•r 6 ,v o m PAVEMENT LEGEND: SITE KEYED NOTES: SITE NOTES: UTY CONCRETE PAVING (SEE DETAIL) O1 CONCRETE PAVING - SEE DETAIL SHEET 1. THE CONTRACTOR SHALL VERIFY LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES (INCLUDING STORM DRAINAGE PIPES OR UTY CONCRETE PAVING - :COO:RDINATE 2 CONCRETE DUMPSTER PAD - 10' O.C. MAX STRUCTURES) BEFORE COMMENCEMENT OF CONSTRUCTION. :) WITH GEOTECHNICAL ENGINEER SPACING FOR CONTROL JOINTS 2. IN EASEMENTS & R.O.W., CONTRACTOR SHALL PROTECT &RESTORE UCED PAVING SECTION IN THIS AREA CONCRETE SIDEWALK SECTION PER CITY OF LITTLE ROCK PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THAT EXISTING AT O STANDARDS - SEE DETAIL SHEET THE COMMENCEMENT OF CONSTRUCTION EXCEPT AS NOTED. CONCRETE - TANK PAD / FUEL / DUMPSTER ° PAD -SEE CIVIL FOR DUMPSTER PAD, SEE ® CONCRETE FUEL TANK SLAB - SEE ARCH/FUEL PLANS 3. SURPLUS MATERIAL NOT REQUIRED FOR SITE CONSTRUCTION SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S FUEL PLANS FOR CANOPY AND TANK PADS EXPENSE AFTER THE OWNER'S APPROVAL. O5 CONCRETE FUEL CANOPY SLAB -SEE ARCH/FUEL PLANS CONCRETE SIDEWALK - WIDTH VARIES PER 4• FILL MATERIALREQUIRED,IF ANY, SHALL BE BORROWED AT THE 0 PLAN (SEE DETAIL SHEET) © EDGE OF FUEL STATION CANOPY - SEE ARCH/FUEL PLANS EXPENSE. PAVEMENT PER CITY OF LITTLE ROCK SPECS 0 O7 PAINTED 4" SSYL 5. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS THE ANUAL IICAN (SEE DETAIL SHEET) NCR& THE SAFETY & HEALTHTION" IS AMEROF BY AGC OF ® HANDICAP PARKING LAYOUT - SEE DETAIL SHEET REGULATIONS FOR CONSTRUCTION" ISSUED BY THE U.S. DEPT. OF 9 O DUMPSTER ENCLOSURE LAYOUT - SEE ARCH. DETAIL SHEET - ENCLOSURE TO BE MINIMUM OF V IN HEIGHT AND 6. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER WORK IN MATCH BUILDING MATERIALS PROGRESS. 10 0 ADA ACCESSIBLE RAMP PER CITY OF LITTLE ROCK STANDARDS 7• BUILDING CONTROL POINTS, GRADE AND OFFSET STAKES ARE TO BE - SEE DETAIL SET BY THE CONTRACTOR. PROVIDE DRIVE ENTRANCE PER CITY OF LITTLE ROCK 11 DETAILS 8. CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION. 12 PYLON SIGN 9. ALL PIPES UNDER EXISTING PAVED AREAS SHALL BE BACKFILLED TO Lot 2R, 13 STOP SIGN (R1-1) PER MUTCD TOP OF SUBGRADE WITH CRUSHED STONE. Replat Nunber iwo 10. ANY DAMAGE TO EXISTING ASPHALT SURFACE RESULTING FROM NEW k, h, Page 336 14 VAC PAD ON CONCRETE ISLAND (CURB TO CURB) - SEE CONSTRUCTION SHALL BE REPLACED BY LIKE MATERIALS AT THE ELECTRICAL PLANS FOR CONDUIT ROUTING CONTRACTOR'S EXPENSE. 15 LIGHT POLE - APPROXIMATE LOCATION - SEE PHOTOMETRIC PLANS FOR EXACT LOCATION - ALL LIGHT POLE BASES TO BE 11. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF PROBLEMS ARE ENCOUNTERED DURING 24" MINIMUM FROM EDGE OF BASE TO FACE OF CURB CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY 16 CURB AND GUTTER PER CITY OF LITTLE ROCK STANDARDS THE ENGINEER BEFORE PROCEEDING WITH THE WORK. IF ENGINEER IS NOT NOTIFIED, THE CONTRACTOR SHALL TAKE RESPONSIBILITY FOR 17 SIDEWALK ALONG STOREFRONT TO BE FLUSH WITH PARKING AREA - SCORE THREE (3) LINES 1/8" DEEP AT 3" O.C. ALONG THE COST OF ANY REVISION. — - i FLUSH WALK TO DELINEATE TRANSITION INTO PARKING AREA 12. ALL CURB TURNOUT, EDGE OF PAVEMENT, AND STRIPING RADII ARE FROM PEDESTRIAN THREE OTHERWISE �� 18 T SECTION PER AHTD SPECIFICATIONS HEAVY DUTY PAVEMEN 13. ALLDIMEN IONS ARE TO FACE OF CURB/SIDEWALK & EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. %2` " e 19 24" STOP BAR 14. CONTRACTOR SHALL BID & PERFORM THE WORK IN ACCORDANCE WITH / ALL LOCAL, STATE, AND NATIONAL CODES AND THE REQUIREMENTS OF < ~ 2 Q 0 2' CONCRETE DRAINAGE CHANNEL THE LOCAL UTILITY COMPANIES. 1 MAPCO EXPRESS 15 9 1 TURNDOWN SIDEWALK 15. CONTRACTOR TO PROVIDE ALTERNATE PRICE FOR ASPHALT PAVING IN 4,546 SQ. FT. 2 LIEU OF ALL CONCRETE DUMPSTER, AND UNDER PAVING ND STORAGE TANK CANOPY, 3, '. FFE = 464.75 TRANSITION FROM 0 CURB TO 6" CURB - SEE DETAIL " 16. CONTACT MELVIN HALL AT 501-918-5217 OR 501-590-7465 FOR 15 , <, PROTECTIVE BOLLARDS TO BE INSTALLED ON TOP OF STORM INSPECTIONS OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY PRIOR TO TYP w 12 25 TY 21 2 35 3 PIPE. ENSURE 1.75' MIN. COVER - SEE DETAIL SHEET PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE 16 - I CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. w, 17 23 - - - an L - -24L - - - 4 TIE NEW CURB TO EXISTING CURB FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY 4, PLACED CONCRETE OR ASPHALT AT HE EXPENSE OF THE OWNER OR � SOLID PLASTIC WHEELSTOP 2 CONTRACTOR. I 1 � I 35 I C T D S T P C 17. THE MAXIMUM CROSS SLOPE AT THE SIDEWALK CROSSING IS 1:50 TYP I R L H OVER A 3-FOOT PATHWAY. ALL DRIVEWAYS APRONS WITHIN THE 'sT ° I ` 7 I �7 RELOCATED BUS STOP SIGN 2 PUBLIC RIGHT-OF-WAY SHALL BE A MINIMUM EIGHT (8) INCHES THICK 28 \ OF 3000 PSI CONCRETE AND MUST CONFORM TO ORDINANCE # 16,557 AND # 18,031 FOR GRADE,SPACING, AND OTHER DESIGN PROVISIONS. ® 1" DRAINAGE CURB CUT DRIVEWAY APRONS MUST BE INSTALLED PER CITY OF LITTLE ROCK 1D I STANDARD DETAILS PW-30 THRU PW-35. } 18" CURB AND GUTTER 15 , k".. 22 TYP 7 2 5 I 30 INSTALL 130' OF SSWL THERMOPLASTIC PAVEMENT MARKINGS 18. RAMPS MUST BE CONSTRUCTED PER PUBLIC WORKS STANDARD O DETAILS PW-48 THRU PW-53. A ONE (1) YEAR MAINTENANCE BOND g I FOR NEWLY INSTALLED IMPROVEMENTS IN THE RIGHT-OF-WAY 31 INSTALL THERMOPLASTIC ARROW MUST BE PROVIDED TO PUBLIC WORKS,CIVIL ENGINEERING PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 32 INSTALL 24" THERMOPLASTIC STOP BAR 19 OLITTLE ROCK TO OBTAIN ANY NECESSARY PERMITS EXISTING STRIPPING PRIOR TO CONSTRUCTION. w 1 T I Q 34 FUTURE ROAD WIDENING BY OTHERS 20. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS CURB CUTS -, 2)3;:.._, , I 1 2 OBTAIN BARRICADE PERMIT PRIOR DOING ANY WORK INN T THE PROVIDE DEDUCT COST TO ELIMINATE SIDE PARKING RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501-379-1817 FOR 36 - _ - - - - - - - - - - - -- - - - - - - - L, I y . 35 AREA - PARKING TO BE EXTENDED ALONG STOREFRONT MORE INFORMATION. 1$ l I AND DUMPSTER TO BE LOCATED ADJACENT TO AIRA/AC �5, PAD - SEE ALTERNATIVE LAYOUT THIS SHEET 21. CONTRACTOR SHALL NOT REMOVE OR ALTER IN ANYWAY,EXISTING 6 — I Lot V NT STACKS -SEE FUEL PLANS TRAFFIC SIGNAGE OR PAVEMENT MARKING WITHOUT PRIOR PERMISSION I - F , I Campbell Repl be n FROM THE CITY OF LITTLE ROCK TRAFFIC ENGINEERING DEPARTMENT. �I I C n °I I I Plat Be, D, IF ANY SIGNAGE NEEDS TO BE RELOCATED, CONTACT TRAFFIC ENGINEERING (GREG CLAY: 501-379-1811 FOR PRIOR INSPECTION AND 25' 118' I I i APPROVAL. IF CONSTRUCTION WORK IS GOING TO AFFECT ANY EXISTING " I - _ _ _ _ _ _ _ - I. _ - - _ _ _ _ _ P SIGNAGE OR PAVEMENT MARKING,CONTRACTOR SHALL USE APPROPRIATE TEMPORARY TRAFFIC CONTROL DEVICES TO GUIDE I L �I a 6 o I: j " '- MOTORISTS INAACCORDANCE WITH MUTCD DURING THE COURSE OF 9' CONSTRUCTION. L' 22. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL I _ - - - - - - - - - - - - CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC — — — — — — — — — — — — — CONTROL DEVICES ((MUTCD)). MUTCD REQUIRES THAT ALL PARKING SPACES * 28 29 'P (G 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 - - - - - - - - - - -- --- -- - 15 YPUBLIC RIGHT-OF-WAY ---_ -� 13 SHALL O THE SITE. ALL WORK WITHIN THE NFORM TO CITY OF LITTLE ROCK STANDARD it PUBLIC RIGHT-OF-WAY SHALL CO C 20° s 4 e ° ° O I10 DETAILS AND ADA GUIDELINES. F V ; F V A F V " F V E •' I(_92 12K_ULS� - '8K Eto �12K-Efi5 -- - -- - " - "- - -- - --- J�' 27 19 10 26 3 s I 4 :9 27 ffffff,. 10 35' zf 16 TYP LP 30 16 8" Dip (See hcis — 34 moo. ;. I URN LANE TRANSITION EXTENTION W __.� c __-___ 20 g" — 130, n 31 5 SS S ;. 24 -_.. ,> _ SS ------ SS SS --- SS SS VC P tSS 8" VCP SE mms ®_- C s,��M,H. ✓; - .--- - S S PA,H. -�.... __�----_... -- rop Elev.=45A80' Top Elev.=4E 8,66 J fop Elev.=465.88' of Could Not Gpan 33 Inv. Elev.-461.43` No. Flow in Per Pagie GIS 32 W vonveis PA-kl; — —e— _�..__ ig of cy - tNidtI Varies' Minor Arterial 90' Right of Way per Master Street Plan Conc. Curb & Gutter Asphalt Paving (57") ------------ _-_---- ...... _City Jurisdiction ...... GAS -- GAS GAS GAS Oa S S -- GAS Soeed Limit - 40 moh 13: �i 10 19 11 0 3 12 GAS GAS GAS GAS GAS GAS -- GAS GAS GAS NTI INVESTMENTS, LLC z O Ln w o' w a 0 0 0 a cn c z a Z z 0 F Ln z z z w a w > w D � 2 O a: 2P O Z 1-- O O a s u- }zcj U 00oaaoz ow nrWo:z E z N U m U O O a a a a a 0 H o 0 o m o = a a a a¢ a a U o N O N h z Lo < O Y (3 it Q QY U COO Of Z J = H O � J �► Ii . Z UJ z Co 00 Co * * 1 2/9/ No, 15413 Q ,e0� N SITE PLAN 20' 10' 0' 20' 40' SCALE: 1 INCH = 20 FEET 8� Know what's below Call before you dig. 811 www.ca11811.com Dial 811 or1-800-482-8998 n rnln a,. . w­,." C1.01 FILE NO. 35136-13 ..nur C, r,.., I— All P;,k+o P... .l i F:\35\35136\3513613\Civil\Plot\3513613_C1.01.dgn