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Home My WebLink AboutZ-6488-B Map 8CURB & GUTTER PARKING LOT 100 EX, CONTOUR LINE — — PL— — PROPERTY LINE S EX. SEWER LINE C EX. GAS LINE E EX. OVERHEAD ELECTRIC Y" EX. WATER LINE aEX. TREE 100 PR. CONTOUR W PR. WATER S PR. SEWER G PR. GAS ST PR. STORM PIPE ® PR. WATERLINE BLOCKING (DUMPSTER PAD) PR. CONCRETE TS TOP OF SIDEWALK TP TOP OF PAVEMENT TC TOP OF CURB TG TOP OF GROUND TW TOP OF WALL RCAP REINFORCED ARCH CONCRETE PIPE CPP CORRUGATED PLASTIC PIPE FL FLOW LINE C.O.T.G. CLEAN OUT TO GRADE EX EXISTING PR PROPOSED - TIE IN TO EX. GROUND REMOVE APPROX. 4' OF N " LOOSE OVERBURDEN TO START BENCH EX. GROUND 0.5' 1.0' o 10, 10% 0.5 1.0'F o DRAINAGE SWALE EARTHWORK BENCHING DETAIL (SECTION NOT TO SCALE 4" PVC THROAT SUPPORTS 24" O.C. LIGHT DUTY FLEXIBLE PAVEMENT-_ 5'-4" STANDARD THROAT OPENING AHTD SPECS 10'-8" EXTENDED THROAT OPENING ALONG GUTTER 7" CLASS 7 CRUSHED STONE BASE PAVEMENT 24"X24" ROCK SUMP j n FOR SUBGRADE DRAIN J MATERIAL PORTLAND CEMENT CONCRETE PAVING LIGHT DULY RIGID PAVEMENT 2 3,500 PSI ID 28 DAYS (DUMPSTER PAD) ° 4" CLASS 7 CRUSHED STONE BASE - COURSE c� a 4W n 8" MATCH TOP OF CURB '. REINFORCE CONCRETE WITH #5 BARS AT O.C. EACH WAY 24" MANHOLE RING & COVER BUILDING DOWNSPOUT I ADD. �5 REBAR CAP AROUND RING 4" SUBGRADE ( \L DRAIN — PLAN VIEW >= SEE SITE PLAN FOR PIPING CONFIGURATION BUILDING 4' O" 1 8• STORM DRAINAGE CURB INLET NOT TO SCALE `-SLOPE BOTTOM OF BASIN AT A" PER FOOT TO DRAIN I.) DETAIL CONCRETE HEADWALL DETAIL NOT TO SCALE ' 5"x 5" DOWNSPOUT VERIFY GENERAL CONTRACTOR. VERIFY SIZE. LOOSE FIT 8" SCH. 40 PVC CAP (CUT HOLE AND EXTEND DOWNSPOUT THRU CAP.) GRADE OR CONCRETE. VERIFY. 6" SDR -26 PVC MIN. 1.0% SLOPE 8X6 REDUCER 45° ELL DOWNSPOUT (D.S.) CONNECTION DETAIL NOT TO SCALE REFER TO THE GRADING PLAN FOR COLLECTOR LINE SIZE AND MATERIAL. Z O S 511 L UHAUINU & 5 I UHM UHAINAUL FLAN SCALE: 1" = 20' 0 20 40 CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING. FINISH GRADE 6' THICK x 18" SQUARE CONCRETE PAD — CROWN TO SHED WATER. PVC EXTENSION — SIZED SAME AS SEWER UP TO 6" DIAMETER. PVC LONG SWEEP 1/4 BEND OR PVC COMBINATION Y AND 1/8 BEND. (USE REDUCING WHERE REQUIRED.) SEWER MATERIAL AND SIZE AS SHOWN ON PUNS. CLEANOUT TO GRADE (C.O.T.G.) DETAIL NOT TO SCALE PAVING LEGEND: NOTE: PAVEMENT SECTIONS WERE TAKEN FROM THE SOILS REPORT BY GARNER ENGINEERS. REFER TO THIS REPORT FOR A MORE DETAILED DESCRIPTION OF SELECT MATERIAL AND COMPACTION REQUIREMENTS. 41 / �// II TOP -451.00 TOE=441.00 r I TOP -440.00 I MI/ 11 l I TOE �'430 .00 IiI�III�II I�� 11111/111 I �I I l l �j l IIII 11 1 1 1 11. AI I I I 2:1 I I I IIb1l II 111/ TC=429.00 I I I I 1 1 1 11 I I I Illl III111111 11, n � ��I I IIII I 1/111111111 D07 � li SII �I01 ISI I ,II ,1 III/l�� l 1 1 1 1 I I I 11 1 1 11 1 I I I I l 1 I 111 11 1111 1111 /� r /I � 111 1 1 11 1111 /1111 I l l 1111 1 1 1 TOE=4 41.00 I 11111!1 I 1 1111 11 /I/ 11 111 111 P=4 51 .DO TOP=440.00 I/ 1 1 IIII 1 1 1 1 1 1 1 1 1 1 1 1 CIE 430.0' / 1 III I I I I I I I I I 111 I I i, TOE=430.00 GENERAL SITE GRADING NOTES 1. ALL BIDDERS SHALL FIELD VERIFY EXIST SITE CONDITIONS SO AS TO BE FAMILIAR WITH PROJECT PRIOR TO BIDDING WORK INCLUDED IN THIS CONTRACT. ANY DISCREPANCIES SHALL BE ADDRESSED PRIOR TO BIDDING. 2. CONTRACTOR TO VERIFY AND MARK ALL EXISTING UTIUTIES PRIOR BEFORE ANY DEMOLITION OR NEW CONSTRUCTION WORK COMMENCES. 3. ALL WORK SHALL CONFORM TO LOCAL & STATE CODES; ELECTRICAL & PLUMBING UNES SHALL BE INSTALLED BY PROFESSIONALS LICENSED BY THE STATE OF ARKANSAS. 4. FIELD VERIFY EXACT LOCATION OF ALL EXISTING TREES; EXIST TREES NOT IN CONSTRUCTION AREA TO BE PROTECTED WITH 2x WOOD PLANKS CONT. IN UNE WITH DRIP EDGE OF TREE, SECURED TOGETHER & FLAGGED W/ORANGE TAPE; HEAVY EQUIPMENT TO WORK AS FAR AS POSSIBLE FROM EXIST TREES TO PREVENT DAMAGE TO FEEDER ROOTS; CONTRACTOR WILL BE REQUIRED TO COMPENSATE OWNER FOR ANY EXISTING TREES WHICH ARE DAMAGED OR DIE DUE TO CONSTRUCTION WORK. 5. THE GENERAL CONTRACTOR SHALL HAVE THE GEOTECHNICAL ENGINEER EMPLOYED TO OBSERVE SITE WORK MEET WITH THE GEOTECHNICAL ENGINEER THAT PROVIDED THE SOIL'S REPORT. THIS MEETING SHOULD OCCUR AT OR BEFORE THE PRE -CONSTRUCTION MEETING TO INSURE THE AMOUNT OF UNDERCUT THAT MAY BE REQUIRED FOR THE PROJECT. RECOMMENDATIONS BY GEO-TECHNICAL ENGINEER SHALL NOT BE IMPLEMENTED INTO WORK WTHOUT AUTHORIZATION FROM OWNER & ARCHITECT. NOTIFY ARCHITECT IMMEDIATELY IF UNEXPECTED SUBSURFACE CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR WILL REFERENCE THE GEOTECHNICAL REPORT FOR A MORE DETAILED DESCRIPTION OF EARTHWORK AND COMPACT10N REQUIREMENTS. 6. SEQUENCE OF DIRTWORK ACTIVITIES (REFERENCE GEOTECH REPORT): 1)THE SITE WILL BE CLEARED OF ALL TREES AND HARD SCAPE NECESSARY FOR SITE CONSTRUCTION, GRUBBED FOR ANY SUBSURFACE ORGANIC MATERIAL AND UTIUTIES REMOVED FROM BENEATH STRUCTURAL ELEMENTS. 2)THE TOP 6-10" OF SCIL WILL BE STRIPPED UNDER ALL STRUCTURAL ELEMENTS (BUILDINGS, PARKING & DRIVE AREAS) 3)PROOF ROLL THE SITE TO IDENTIFY ANY AREAS REQUIRING UNDERCUT, REMOVE AND REPLACE 'NTH COMPACTED SELECT FILL AS DIRECTED. 4)PROVIDE A MINIMUM OF 8" OF RECOMPACTED SUBGRADE FOR ALL PAVEMENT AREAS AND FLOOR SLABS. EXTEND SUBGRADE 8' BEYOND BUILDING WALLS AND 3' BEYOND CURB AND EDGE OF PAVEMENT. 5)SELECT FILL WILL BE PLACED IN LOOSE 8- UFTS AND COMPACTED TO 95% MODIFIED PROCTOR WITHIN 2% OPTIMUM MOISTURE CONTENT. SEE GEOTECH REPORT FOR SELECT FILL REQUIREMENTS (SOME ON-SITE SOILS MAY BE SUITABLE, SELECT FILL MUST BE APPROVED BY THE GEOTECH PRIOR TO PLACEMENT. 7. ALL HANDICAP PARKING AND ACCESSIBLE ROUTES SHALL MEET ADA REQUIREMENTS. MAXIMUM CROSS - SLOPE ON ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 2.0% AND THE MAXIMUM RUNNING -SLOPE ON ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 5.0% WITHOUT HANDRAILS AND LANDING AREAS, 8.3% WITH HANDRAILS AND LANDING AREAS. HANDICAPPED PARKING AREAS SHALL NOT SLOPE MORE THAN 2.0% IN ANY DIRECTION. EACH HANDICAP PARKING SPOT SHALL HAVE A SIGN. THE CONTRACTOR WILL REFER TO THE 'CODE OF FEDERAL REGULATIONS" 28 CFR PART 36 "ADA STANDARDS FOR ACCESSIBLE DESIGN" FOR A MORE DETAILED DESCRIPTION OF STANDARDS. B. THE CONTRACTOR WILL VERIFY THE LOCATION AND ELEVATION OF ALL ROOF, CONDENSATE AND FOUNDATION DRAIN CONNECTIONS WITH THE PLUMBING AND FOUNDATION SHEETS PRIOR TO INSTILLATION. W®U Q�> EL ®W2 J Z U QOZ • �r 0 ❑ LL �y. O �m m ®cu Q cu 0 in LL N U ❑m ®�N JQo W a: to 3uw ��Z U� Qw Lu co O CIS LuW d 0 Lu Q LLJ=U cr Lu LuO J m h~-" � J J Y v No. 12742 p III I `\nlllnl�,� OF Al/* \P 'pig _ MINTON z ENGINEERING, INC. o= J NO. 1564 =; 44ANSAS DATE: 1-24-2017 PROJECT NO: 16023 DRAWN BY: JM REVISION: C1.2 2" ACHM SURFACE COURSE LIGHT DUTY FLEXIBLE PAVEMENT-_ AHTD SPECS 7" CLASS 7 CRUSHED STONE BASE COURSE j n 8" COMPACTED SELECT FILL OR PROOF -ROLLED APPROVED NATIVE MATERIAL PORTLAND CEMENT CONCRETE PAVING LIGHT DULY RIGID PAVEMENT 3,500 PSI ID 28 DAYS (DUMPSTER PAD) ° 4" CLASS 7 CRUSHED STONE BASE - COURSE ma n 8" COMPACTED SELECT FILL OR PROOF -ROLLED APPROVED NATIVE MATERIAL NOTE: PAVEMENT SECTIONS WERE TAKEN FROM THE SOILS REPORT BY GARNER ENGINEERS. REFER TO THIS REPORT FOR A MORE DETAILED DESCRIPTION OF SELECT MATERIAL AND COMPACTION REQUIREMENTS. 41 / �// II TOP -451.00 TOE=441.00 r I TOP -440.00 I MI/ 11 l I TOE �'430 .00 IiI�III�II I�� 11111/111 I �I I l l �j l IIII 11 1 1 1 11. AI I I I 2:1 I I I IIb1l II 111/ TC=429.00 I I I I 1 1 1 11 I I I Illl III111111 11, n � ��I I IIII I 1/111111111 D07 � li SII �I01 ISI I ,II ,1 III/l�� l 1 1 1 1 I I I 11 1 1 11 1 I I I I l 1 I 111 11 1111 1111 /� r /I � 111 1 1 11 1111 /1111 I l l 1111 1 1 1 TOE=4 41.00 I 11111!1 I 1 1111 11 /I/ 11 111 111 P=4 51 .DO TOP=440.00 I/ 1 1 IIII 1 1 1 1 1 1 1 1 1 1 1 1 CIE 430.0' / 1 III I I I I I I I I I 111 I I i, TOE=430.00 GENERAL SITE GRADING NOTES 1. ALL BIDDERS SHALL FIELD VERIFY EXIST SITE CONDITIONS SO AS TO BE FAMILIAR WITH PROJECT PRIOR TO BIDDING WORK INCLUDED IN THIS CONTRACT. ANY DISCREPANCIES SHALL BE ADDRESSED PRIOR TO BIDDING. 2. CONTRACTOR TO VERIFY AND MARK ALL EXISTING UTIUTIES PRIOR BEFORE ANY DEMOLITION OR NEW CONSTRUCTION WORK COMMENCES. 3. ALL WORK SHALL CONFORM TO LOCAL & STATE CODES; ELECTRICAL & PLUMBING UNES SHALL BE INSTALLED BY PROFESSIONALS LICENSED BY THE STATE OF ARKANSAS. 4. FIELD VERIFY EXACT LOCATION OF ALL EXISTING TREES; EXIST TREES NOT IN CONSTRUCTION AREA TO BE PROTECTED WITH 2x WOOD PLANKS CONT. IN UNE WITH DRIP EDGE OF TREE, SECURED TOGETHER & FLAGGED W/ORANGE TAPE; HEAVY EQUIPMENT TO WORK AS FAR AS POSSIBLE FROM EXIST TREES TO PREVENT DAMAGE TO FEEDER ROOTS; CONTRACTOR WILL BE REQUIRED TO COMPENSATE OWNER FOR ANY EXISTING TREES WHICH ARE DAMAGED OR DIE DUE TO CONSTRUCTION WORK. 5. THE GENERAL CONTRACTOR SHALL HAVE THE GEOTECHNICAL ENGINEER EMPLOYED TO OBSERVE SITE WORK MEET WITH THE GEOTECHNICAL ENGINEER THAT PROVIDED THE SOIL'S REPORT. THIS MEETING SHOULD OCCUR AT OR BEFORE THE PRE -CONSTRUCTION MEETING TO INSURE THE AMOUNT OF UNDERCUT THAT MAY BE REQUIRED FOR THE PROJECT. RECOMMENDATIONS BY GEO-TECHNICAL ENGINEER SHALL NOT BE IMPLEMENTED INTO WORK WTHOUT AUTHORIZATION FROM OWNER & ARCHITECT. NOTIFY ARCHITECT IMMEDIATELY IF UNEXPECTED SUBSURFACE CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR WILL REFERENCE THE GEOTECHNICAL REPORT FOR A MORE DETAILED DESCRIPTION OF EARTHWORK AND COMPACT10N REQUIREMENTS. 6. SEQUENCE OF DIRTWORK ACTIVITIES (REFERENCE GEOTECH REPORT): 1)THE SITE WILL BE CLEARED OF ALL TREES AND HARD SCAPE NECESSARY FOR SITE CONSTRUCTION, GRUBBED FOR ANY SUBSURFACE ORGANIC MATERIAL AND UTIUTIES REMOVED FROM BENEATH STRUCTURAL ELEMENTS. 2)THE TOP 6-10" OF SCIL WILL BE STRIPPED UNDER ALL STRUCTURAL ELEMENTS (BUILDINGS, PARKING & DRIVE AREAS) 3)PROOF ROLL THE SITE TO IDENTIFY ANY AREAS REQUIRING UNDERCUT, REMOVE AND REPLACE 'NTH COMPACTED SELECT FILL AS DIRECTED. 4)PROVIDE A MINIMUM OF 8" OF RECOMPACTED SUBGRADE FOR ALL PAVEMENT AREAS AND FLOOR SLABS. EXTEND SUBGRADE 8' BEYOND BUILDING WALLS AND 3' BEYOND CURB AND EDGE OF PAVEMENT. 5)SELECT FILL WILL BE PLACED IN LOOSE 8- UFTS AND COMPACTED TO 95% MODIFIED PROCTOR WITHIN 2% OPTIMUM MOISTURE CONTENT. SEE GEOTECH REPORT FOR SELECT FILL REQUIREMENTS (SOME ON-SITE SOILS MAY BE SUITABLE, SELECT FILL MUST BE APPROVED BY THE GEOTECH PRIOR TO PLACEMENT. 7. ALL HANDICAP PARKING AND ACCESSIBLE ROUTES SHALL MEET ADA REQUIREMENTS. MAXIMUM CROSS - SLOPE ON ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 2.0% AND THE MAXIMUM RUNNING -SLOPE ON ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 5.0% WITHOUT HANDRAILS AND LANDING AREAS, 8.3% WITH HANDRAILS AND LANDING AREAS. HANDICAPPED PARKING AREAS SHALL NOT SLOPE MORE THAN 2.0% IN ANY DIRECTION. EACH HANDICAP PARKING SPOT SHALL HAVE A SIGN. THE CONTRACTOR WILL REFER TO THE 'CODE OF FEDERAL REGULATIONS" 28 CFR PART 36 "ADA STANDARDS FOR ACCESSIBLE DESIGN" FOR A MORE DETAILED DESCRIPTION OF STANDARDS. B. THE CONTRACTOR WILL VERIFY THE LOCATION AND ELEVATION OF ALL ROOF, CONDENSATE AND FOUNDATION DRAIN CONNECTIONS WITH THE PLUMBING AND FOUNDATION SHEETS PRIOR TO INSTILLATION. W®U Q�> EL ®W2 J Z U QOZ • �r 0 ❑ LL �y. O �m m ®cu Q cu 0 in LL N U ❑m ®�N JQo W a: to 3uw ��Z U� Qw Lu co O CIS LuW d 0 Lu Q LLJ=U cr Lu LuO J m h~-" � J J Y v No. 12742 p III I `\nlllnl�,� OF Al/* \P 'pig _ MINTON z ENGINEERING, INC. o= J NO. 1564 =; 44ANSAS DATE: 1-24-2017 PROJECT NO: 16023 DRAWN BY: JM REVISION: C1.2