Loading...
HomeMy WebLinkAbout83.01 J.C. Sipe Jewelrs Layout Plan and Details SpecificationsFA V V IJ IiIs7 0 0 O .r o ' 9.0' 6 SIaA( 7 r i I I I j h '�� 2 N 4 � 1 �� Z 1 0 1a otal Lo 34,01 Sq.Ft. I Bldg. 3 989 S Ft. 12 13 \ 7 3 40 � 56.3f' 4� �%+ I 2 N 6 26.0' � _ _ rn 20.0' It 1 r-I 26.0 O \ 9 `\ \ 20.0' 0 \\ 8 13 ° 5 26.0' 1 N ZZME it f. i r MUNUM RAW SLOPE: 1:12 18 GAUGE NOT DIP CLASS 'A' A-1 GALVM IZED NON - REFLECTIVE CONCRETE CLASS 'A' MAX1MJ11 RATA SLOPE 1:12 CONCRETE SILKSCREEN WHITE LETTERS E EXPANSION JOINT L , SI C C AT BACK OF CURB LINE TOOLED JOINT DR AT SIDEWALK LINE C 3/4'1X1' -3' EXPANSK>•! JOINT A -J ; C AT BACK OF CURB LINE ONLY OR AT SIDEWALX LINE PAVEMENT RAMP SIDEWALK ALL CORNERS ALL CORNERS PLAN VIEW 4' POST SHALL BE 2' O.D. SECTION A-A WIDTH OF RAW SET 12' LONG POST VAR 4f WN. VAR �I - CONTRACTION JoBrr (TYP.) ADA ACCESSIBLE SECTION C-C SECTION B-B nc FLARED SIDES W SW� NOTE: MA)OMUM SLOPE OF THE � FLARED SIDES SHALL BE 1:10 EXPASION ONT DETECTABLE WNW SURFACE SWILL BE 1/2' WIDE x 1/8' DEEP GROOVES • 3' OC HANDICAP ACCESS CURB RAMP (NO SCALE) 10 I 9 I 8 NOTE: SYMBOL AND BORDER SHALL BE 4" PAINTED WHITE LINES WITH SOLID BLUE BACKGROUND ALL WITH SILICA SAND OR GLASS BEAD ADDITIVE (ADD MIXTURE - NOT BROADCAST) i--3' X 3' BORDER BLUE BACKGROUND ADA ACCESSIBLE PARKING SYMBOL DETAIL (NO SCALE) 15 GAUGE HOT DIP 18 GAUGE NOT DIP GALVANIZED NON- REFLECTIVE GALVM IZED NON - REFLECTIVE BLUE SURFACE BLUE $MACE SILKSCREEN WHITE LETTERS WSCREEN WHITE LETTERS ,-:-•r `:-:ter ;� : ;__% � TOOLED JOINT CONSTRUCTION JOINT VAN 3/4'1X1' -3' ACCESSIBLE PARKING PARKING ONLY 1' RAD. V RAD. ALL CORNERS ALL CORNERS 12' .I ABOVE GRADE Y. --� - -�1 POST SHALL BE 2' O.D. GALVkm on WITH GALVANIZED CAP. SET 12' LONG POST 31-6' INTO GROUND. ANSION SLEEVE ADA ACCESSIBLE SIGNAGE (NO SCALE) 40 7 1 6 4 GENERAL NOTES: 1. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR FACE OF BUILDING. 2. ALL RADUIS ARE 3.5' UNLESS NOTED OTHERWISE. 3. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING DIMENSIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 4. COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK. AND COORDINATE AS REQUIRED. 5. FIELD VERIFY EXISTING CURBS AND MATCHUP AS REQUIRED. 6. PARKING SPACES ARE 9' x 18' PLAN NOTES: CONCRETE SIDEWALK - REFER TO ARCHITECTURAL DRAWINGS FOR WORK WITHIN CURB LINES. 2O BITUMINOUS PAVING LIGHT DUTY. l� LIGHT POLE BASE AND LIGHT. - REFER TO MERCHANTS POINTE LIGHTING PLAN. SET 3' BEHIND CURB (TYPICAL). ® CURB RAMP. O GROUND SIGN. © HANDICAP SIGN. 7O PAINTED PARKING LINES (9'X18' TYPICAL). ® PAINTED HANDICAP PARKING SYMBOL. O PAINTED HANDICAP AISLE. 10 LINE BETWEEN NEW PAVEMENT AND EXISTING /FUTURE PAVEMENT. COORDINATE WITH ADJOINING WORK. 11 BITUMINOUS PAVING HEAVY DUTY. STAND UP CURB. 13 CONCRETE CURB. 14 5' x 5' CONCRETE PAD. PARKING SUMMARY: PROVIDED PARKING 26 Spaces + 2 Handicap 28 Total Spaces SCALE: 1 " = 30' 0 15 30 60 1/2' 12' LAYER TOPSOIL BATTERED 5 112 FACE PAVEMENT - g' j - 12' - ri ._Jlta_1 ItrT --Tilt - GRANULAR -/ wr'flu STAND UP CURB DETAIL (NO SCALE) MOTES E0ANSION JOINTS ARE RFOUIRED AT STORM INLETS AND 100' oc MAX. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHILL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2' MIN. 24' 1/2' EXPANSION STRIP AT CONCRETE 6 18' 1' RADIUS D a � C" II_I P Q SLOPE 1 4' PER FT. - 0 1 0 v v a q P SUBGRADE AGGREGATE (DEPTH VARIES) LINE UP WITH ROAD BASE CONCRETE CURB (m0 SCIIE) 4 3 1 - -HAC. 111 SURFACE 2- -MAC 18 Bu+DER 2' -153 COMPACTED AGGREGATE 4' -02 COMPACTED AGGREGATE �_COMPACIED SVBGRADE LIGHT BITUMINOUS PAVING (NO SCALE) t 1/2'- H.A.C. 111 SURFACE 4' -MAC. 18 BINDER C' 4' -153 COMPACTED AGGREGATE Y !' 4' -12 COMPACTED AGGREGATE `COMPACTED SUBCRADE HEAVY BITUMINOUS PAVING (NO SCALE) 1/2' PREFORMED JOINT FILLER TRANSVERSE JOINT b o TRANSVERSE JOINT 1/2* PREFORMED JOINT FILLER PARES - i 4' CONCRETE 11 4 153 COMPACTED AGGREGATE j tI1 =� PREPARED SUBGRADE -- TYPICAL SIDEWALK SECTION (NO SCALE) CONCRETE WfTM FIBER ADDITIVE 92' -0* TOOLED OR sAwcuT Jour W(TH SEkM COMPOUND ,-:-•r `:-:ter ;� : ;__% � TOOLED JOINT CONSTRUCTION JOINT 3/4'1X1' -3' 8fRA1YNOUS PAVEMENT 01'4' OR FINISH GRADE W E- 1/11' RAD. 1/2' CONCRETE EDGES 0. U . 4- ; i tJ53 3• ; - -i 1'-2' CRUSHED STONE ANSION SLEEVE I/2' EXPMlS10N I:s7 nc TIMUCKEND -COMPACTED SUBCRADE W SW� HOH AT � Q EXPASION ONT �RETE / CO CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) CAUTIONII THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED 70, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND By OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SK*u BE VERIFIED Bi THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL 'HOLEY HOLEY' 1 -800- 382 -5544 TOLL Fita 6 K 2 PAVING: 1. SCOPE OF WORK The work required under this section includes all exterior concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All drives, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. MATERIALS A. C oncreto: Concrete shall be mody -mixed and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bogs per cubic yard of concrete and maximum water content sholl be 5.5 U.S. gollons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and o minimum of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches nor more than 3 inches. Standard test ASTM C -143 sholl be used to measure slump. Minimum compressive strength of concrete at 28 days sholl be 4000 psi. All exterior concrete shall hove air entrainment of 576 to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement: conforming to ASTM C -150, Type A or type IIIA. 2. Aggregates: conforming to ASTM C -33. 3. Water. Shall be clear and free from injurious amounts of oils, acids, alkolics argon materials or other deleterious substances. B: Welded Steel Wire Fobric: Where required for concrete reinforcement sholl conform to ASTM A185. C: Premoulded Joint Filler. Shall be non - extruding type meeting ASTM D -544, except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation Specifications. E. Compacted Aggregate Sub -bose: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Fines shall be limited to a maximum of 876 of the total. Materiol shall be free from on excess of flat, clongated, thinly laminated soft or disintegrated pieces, and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: per latest revisions. SIEVE SIZE X PASSING 1 -1 2' 100 1. 80 -100 3 -4' 79 -90 1 2 55 -80 4 35 -60 8 25 -50 30 12 -30 200 5 -10 3. APPLICATION A. Grading: Do any necessary grading in addition to that performed In accordance with Earthwork Section, to bnng subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrode: Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrode prior to paving. C. Compaction of Subgrode: The first 6 inches below the subgrode sholl be compacted to at least 10076 of the maximum dry density as determined by the provisions of AASHTO T -99 Water sholl be prevented from standing on the compacted subgrode. D. Utility Structures: Check for correct elevation of all manhole covers, inlets, valve boxes and similar structures located within areas to be paved and morlc or have mode any necessary adjustments in such structures. E. Placing Concrete: 1. Subgrode: Place concrete on N on a moist, compacted subgrade of base free from (Dose material. Place no concrete on a muddy or frozen subgrode. 2. Forms: All forms sholl be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete Is placed. Forms shall NE ss� wa_ be clean and smooth Immediately before concreting. 3. Placing Concrete: Concrete shall be deposited so as \�VLtt1t111t!lAlAfri to require as little handling as practicable. When \�V� H. �/ .I��` concrete is to be placed at an atmospheric temperature of 35 degrees F, or less, paragraph \ti` Q'.• �[,1STi R�; • �` ��� 702 10 of the Indiana Department of Transportation Specifications, latest revision sholl be followed. NO. F. Concrete Curb and Gutter. Z O 827 d 1. Expansion Joints: Shall be 1/2 inch thick premoulded at ends of all returns and a maximum STATE 0 7 �141 spacing of 100 feet. Tfi 2. Contraction Joints: Unless otherwise provided, contraction joints shall be joints spaced 10 feet on cenor. �rrII�III �� 3. Finish: Tamp and screed concrete as soon as ' placed, and fill any honeycombed places. Finish ALLAN H 1TF:IIIE P E 8827 square comers to 1/4 inch radius and other comers to radii shown. G. Concrete Walks and Exterior Steps: 1. Slopes: Provide 144 inch per foot cross slope. Make adjustments In slopes at walk intersections as necessary to provide proper drainage. _ 2. Dimensions: Walks and steps shall be one course construction and of widths and details shown on the drawings. 'T 3. Finish: Screed concrete and trowel with a steel trowel to a hard dense surface after surface water Tf1 has disappeared. Apply medium broom finish and scribe control joints at 6 foot spacing. Provide 1/2 expansion joints where sidewalks Intersect, and at a maximum spacing of 48 feet between expansion joints. W ply H. Curing Concrete: Except as otherwise specif'ISd, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation L Specifications, latest revision. 1� I. Bituminous Pavement: Hot osphott concrete pavement W shall be as specified in Section 403 of the Indiana s f Department of Tronsportotions Specifications, latest v revisions. Paying will not be permitted during O unfavorable weather or when the temperature Is 40 � degrees F. and foiling, ri. J. Compacted Aggregate Sub -base: The thickness shown 1_ W on the drawings is the minimum thickness of the fully compacted sub -bose: Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 95% compaction I `e using Standard Testing Procedures. Along curbs, headers and walls and at all places not occessible to the roller, the aggregate material shall be (� tamped with mechanical tampers or with approved tampers. 2 Call 1 -800- 382 -5544 2 WORKING DAYS O BEFORE YOU DIG. C° Qv L� O b CLT C: 0 " SHEET NU. IT'S THE LAW INDIANA tItIL)ER6R0ul,0 PROTECTION SERVICE, INC. � C2 I 1 H a U W W E- 0. U Z I:s7 nc � � Q w W n 2 W Cn Caj cri r �al°z �x W WC>r Z W_ Z I z Cl) I Z k] w�T -o W ¢Q�?� to W x ° a� OZ0 a L, CO T=iJ W X -a�w za -ra za ¢ cc 0¢t= 1 O -I 1 v O +► In ONE z U Z � W U ..0 0 V1 >: 0 O 4( 1J !3 I! NE ss� wa_ be clean and smooth Immediately before concreting. 3. Placing Concrete: Concrete shall be deposited so as \�VLtt1t111t!lAlAfri to require as little handling as practicable. When \�V� H. �/ .I��` concrete is to be placed at an atmospheric temperature of 35 degrees F, or less, paragraph \ti` Q'.• �[,1STi R�; • �` ��� 702 10 of the Indiana Department of Transportation Specifications, latest revision sholl be followed. NO. F. Concrete Curb and Gutter. Z O 827 d 1. Expansion Joints: Shall be 1/2 inch thick premoulded at ends of all returns and a maximum STATE 0 7 �141 spacing of 100 feet. Tfi 2. Contraction Joints: Unless otherwise provided, contraction joints shall be joints spaced 10 feet on cenor. �rrII�III �� 3. Finish: Tamp and screed concrete as soon as ' placed, and fill any honeycombed places. Finish ALLAN H 1TF:IIIE P E 8827 square comers to 1/4 inch radius and other comers to radii shown. G. Concrete Walks and Exterior Steps: 1. Slopes: Provide 144 inch per foot cross slope. Make adjustments In slopes at walk intersections as necessary to provide proper drainage. _ 2. Dimensions: Walks and steps shall be one course construction and of widths and details shown on the drawings. 'T 3. Finish: Screed concrete and trowel with a steel trowel to a hard dense surface after surface water Tf1 has disappeared. Apply medium broom finish and scribe control joints at 6 foot spacing. Provide 1/2 expansion joints where sidewalks Intersect, and at a maximum spacing of 48 feet between expansion joints. W ply H. Curing Concrete: Except as otherwise specif'ISd, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation L Specifications, latest revision. 1� I. Bituminous Pavement: Hot osphott concrete pavement W shall be as specified in Section 403 of the Indiana s f Department of Tronsportotions Specifications, latest v revisions. Paying will not be permitted during O unfavorable weather or when the temperature Is 40 � degrees F. and foiling, ri. J. Compacted Aggregate Sub -base: The thickness shown 1_ W on the drawings is the minimum thickness of the fully compacted sub -bose: Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 95% compaction I `e using Standard Testing Procedures. Along curbs, headers and walls and at all places not occessible to the roller, the aggregate material shall be (� tamped with mechanical tampers or with approved tampers. 2 Call 1 -800- 382 -5544 2 WORKING DAYS O BEFORE YOU DIG. C° Qv L� O b CLT C: 0 " SHEET NU. IT'S THE LAW INDIANA tItIL)ER6R0ul,0 PROTECTION SERVICE, INC. � C2 I 1