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Home My WebLink About09040024 Lowe's Outdoor Expansion Large Plan Pg 7LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY •r I. Tig$T MgTH®D .....UMITi .a;... GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM 0 -4632 ASTM 0 -4632 ASTM 0 -4833 ASTM 0 -3786 ASTM 0 -4533 ASTM Q -4355 ASTM 0 -4751 ASTM 0 -4491 ASTM 0 -4491 3AtS3HQV 3NS3HQV I�1•:1 *"1Cr1_ LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM 0- 4632 ASTM 0 -4832 ASTM 0 -4833 ASTM 0-3786 ASTM D -4533 ASTM D- 4355 ASTM 0- 4751 ASTM D- 4491 ASTM D -4491 300 LBS 20 X 120 IBS 800 PSI 120 LBS 80 40 US SIEVE 40 GAL /MIN /SO FT 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE R6P w Tig$T MgTH®D .....UMITi .a;... GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM 0 -4632 ASTM 0 -4632 ASTM 0 -4833 ASTM 0 -3786 ASTM 0 -4533 ASTM Q -4355 ASTM 0 -4751 ASTM 0 -4491 ASTM 0 -4491 265 LBS 20 X 135 LBS 420 PSI 45 LEIS 90 X 20 US SIEVE 200 GAL /MIN /SQ FT 1.5 SEC --1 24x $11 1" ASPHALT SURFACE COURSE 'COMPACTED TO 95% DENSITY PER SPECS.) TACK COAT 2 "ASPHALT BINDER COURSE (COMPACTED TO 95% DENSITY PER SPECS.) (CCOMPACTED Q 8% MOD FED PROCTOR) COMPACTED SUBGRADE (PER SPECS) Y It -fr II 1 I 1 1 ►,;1� 1 �1� x .,1,.1,.1 .o.:-..141-.747.74r.: w ♦r.�.r •.r •��r. ±:i�it•�� r= r�r�.r,l is i_! =1: 1�1_i 1v`••1:1-I= rh1aI_1i1►1= Is1''ik.tt I 1 I---I I I tl 1 7-111 i 1II 1 1 1 >t i 1 I i I II 111 n1 II 1 NOTE USELOWE'S MINIMUM PAVEMENT SECTION IF GREATER THAN GEOTECHNICAL ENGINEERS RECOMMENDATION 1 /8" WIDE BY 1" DEE SAW CUT. FILL WITH PAVEMENT SEALANT. DIAMOND DOWEL POCKET FORMER IMMEDIATELY AFTER REMOVING BULKHEAD, APPLY CURING COMPOUND TO PAVEMENT VERTICAL EDGE AT A COVERAGE RATE OF300 SF MAX PER GALLON. 4,000 PSI CONCRETE 4,0►70 PSI CONCRETE 4,000 PSI CONCRETE STONE 4 -SCONT 3' COVER TYP/C9L CONSTRUCT/OM JOINT 4- #5 CONT REFERENCE SECTION 02300 SECTION 02400 SECTION 02741 OFLOWE'S DIVISION2 STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS WAIT AS L ONGAS FEASIBLE TO SEAL JOINTS TOALLOW CONCRETE SHRINKAGE TO OCCUR. IFREQUIRED, RE -SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TOACH/EVEA 1/4" JOINT WIDTH. ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MFR'S RECOMMENDATIONS. CONSTRUCTION JO /NT =30xts PLAN VIEW CONCRETE PAVEMENT 3" CLEAR 1.2" 6'MIN. OMPACTED SUBGRADE (PER SPECS) HEA VYDUTY CONCRETE PAVEMENT SECTION NOTE: USE LOWE'S MINIMUM PAVEMENT SECT /ON IF GREATER THAN GEOTECHNICAL ENGINEERS RECOMMENDATION Z ONFE 1416 4 '6w SAW JOINTS SAME DAYAS POUR REFERENCE SECTION 02300 SECT /ON 02400 SECTION 02751 OFLOWE'S DIVISION 2 STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS COMPACTED STONEBASE 98% MODIFIED PROCTOR IF RECOMMENDED BY GEOTECHNICAL ENGINEER CONSTRUCTION JOINT #1 BARS 1 FIN. GRADE (SEE S/TEPLANFOR P1 9 V E M E N T INFORMATION) ••r TONE BASE AN. GRADE (SEES/TEPLANFOR PAVEMENT /NFORMA77ON) URFACE COURSE BINDER COURSE 1/4 "X 4.5" DIAMOND DOWEL BYPNA SPACED AT24" OC. DO NOT GREASE DOWEL. INSTALL PER PNA RECOMMENDATIONS egZO /C STONE BASE 1/8" FIRST 1 SAWCUT TS (slab thickness) 1/4" SECOND SAWCUT (SEE PLAN) SEALANT (IF REQUIRED) L REFERENCE SECTION 02751 OFLOWE'S DIVISION STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS 4,000 PSI CONCRETE 1 "ASPHAL T SURFACE COURSE (COMPACTED TO 95% DENS /TYPER SPECS.) TACK COAT 2 "ASPHALT BINDER COURSE (COMPACTED TO 95% DENS/TYPER SPECS.) 6" COMPACTED STONE BASE (COMPACTED TO 98% MODIFIED PROCTOR) COMPACTED SUBGRADE (PER SPECS) j i l I I f= 1 J =1 i 1= 111- =1 NOTE: USELOWE'S MINIMUM PAVEMENT SECT /ON IF GREATER THAN GEOTECHNICAL ENGINEERS RECOMMENDATION 1/4 OF SLAB THICKNESS (MIN 1 1 /2 "PREMOLDED JOINT FILLER PROVIDE ISOLATION JOINT WHERE CONCRETE PAVEMENTABUTSA RIGID STRUCTURE ISOLATION JOINT MPACTED SUBGRADE (PER SPECS) STANDARD DUTY CONCRETE PAVEMENT SECT/ON NOTE USELOWE'S MINIMUM PAVEMENT SECTION IF GREATER THAN GEOTECHNICAL ENGINEERS RECOMMENDATION LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES. OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. 5‘ MIN. T/2 BUT NOT LESS THAN 1/4" PAVEMENT SEALANT BACKER ROD SAW JOINT TOP OF PAVEMENT R /G /D STRUCTURE REFERENCE SECTION 02300 SECT /ON 02400 SECTION 42751 OFLOWE'S DIVISION2 STANDARD SITE SPECIFICATIONS AND PROJECTSPECI4L PROVISIONS COMPACTED STONE BASE T 98% MODIFIED PROCTOR IF RECOMMENDED BY GEOTECHNICAL ENGINEER 4 4 4,000 PSI CONCRETE N.T.S. Z 1L0 O ci) O c r 5 m W 0 O D CO W O 2 "X2 "X3/4" RUBBER BLOCK (TYP) 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT FILTER SACK DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS. O C) 4 a SECTION VIEW PROFILE VIEW OF INSTALLED FILTER SACK 11111 111 Ili -1 I 1E1 I 1E-11 1 111 II 111 =1 I 1 I 111=1 11=1 1•. 111 111 I `l 111 1 1 I 11. 11 r l 1 1 1 1 11 ,1 1 11---111; ;111 -.11 1 '11 I 11- COMPACTED SUBGRADE (PER SPECS) CONTRACTION JOINTS SPACE TO BE EQUAL TO SIDEWALK WIDTH EXPANS /ON JOINTS 100' O/C 3®ALL JOINTS SEALED PER SPEC S/DEWALK DETAIL 12 4111/117/NalriAsym "MI VIP WpeelltAll ord**0.4"" or" *4 VAN ACCESSIBLE 4" D/A. SCH 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING ATASPHALTLOCAT/ONS s P SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE FINISH GRADE 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE SHALL OE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. INLETT GRATE WHEN ADSORBENT S OR ARE PILLOW CNCERN. 4. INSPECT AFTER EVERY STORM EVENT. 5. 1HE (MOTH, '1►I', OF THE FILTER SACK SHALL MATCH TI#E WOE *1DTlt Mfr TN€ GRATED INLET BOX. 6. THE DEPTH, D. OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 38 INCHES. 7, THE LENGTH, 'L', OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. REFLECT /VEAL UM /NUM LEGEND AND BORDER GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW 4000 PS/ CONCRETE I I I -1 111 I 1 f l� o -1 I ICI i t =1 I ICI I it 1 I. --I I -I I I I I I I II f I l-- III- ---I! I--I I --I 11 =1 II 111 I I I -�I I I 1 1 1.-x:1 6 -1 i I 1 11 1 11 =1 I I.rl i I 1 I I I 11=1 I I a I I I-- •--I I I =1 11 I I I_I 1 I 11, 11 111 -1 I 1E-1 o -1 11 =1 1 111=1E-1 ,11=111F14 _I n -r „___.I I.I I i.__.I I I..___i 1 I_I 1 I `'e 11== 111 I `I i A i 1 =11 1 I- III =I 11 =1 I I 1 11 I I I I- =11 I L HAND /CAP PARK /MG S/GN ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES GALVANIZED "U" CHANNEL POST NOTE: REFERENCE SECTION 02751 OF LOWE'S DIVISION2 STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS CONSTRUCTION AREA MAXIMUM F'OST SPACING 4 FT. A SEDIMENT CONTROL STON 1 FILTERED WATER III L SECTION MULTI DIRECTIONAL FLOW ADHESIVES: CONCRETE PAVEMENT USE LIQUID NAIL OR APPROVED EQUAL, ASPHALT PAVEMENT USE EMULSIFIED ASPHALT. FLOW ADHF, V 511 NOTE: SILT DIKE UNIT INSTALLED SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH SURFACE. s ......lilt. i »:II D*. i ..f... I :.........I.......�I ;1:13 :i !I r+'�'�' uno, lu+ muu, nuut, unwun•n,uuun"••u, uatt.4f. MEI 12" AVERAGE BOX DIMENSION VARIABLE N.T.S. 1. SEDIMENT CONTROL STONE SHALL BE 3/4" WASHED STONE. 2. WIRE MESH SHALL BE HARDWARE CLOTH 23 GAUGE MIN. AND SHALL HAVE 1/4 INCH MESH OPENINGS. 3. TOP OF WIRE MESH SHALL BEA MINIMUM OF ONEFOOTBELOW THE SHOULDER OR ANY DIVERSIONPO/NT. 4, STEEL POST SHALL BE5FT, IN HEIGHT, BE INSTALLED 1,5 Fr DEEP MINIMUM, AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE 5. WOOD POST SHALL BE6FT. IN HEIGHT, BE INSTALLED TO 1.5 FT. DEEP MINIMUM, AND BE 3 INCHES IN DIAMETER. 6 POST SPACING SHALL BE A MAXIMUM OF4 FT. A DIKE SECTION 8' DLA. DETAIL A -A /NLETPRO TECTION (NOT TO SCALE) CENTERLINE s' TYP. WHITE PAINT HANDICAP PARKING STRIPING DETAIL N.T.B. USE DR11?iS CNS FOR LOCAL ROADS ONLY T1. I1�11�t1�11-• �Il�fll�Tl�IL�II�llll� !11. ^.Ii�ll��Ir :1111 ^�l��l��l. .11 -+•11. IA l TAELIIAlI= II: FA =1t 11AITA1=,11= 11-11-11- 11=11- -11= RIT 0 SILT DIKE ON PAVEMENT DETAIL IAPD DETAIL I BLUE PAINT COMBINED CURB AND GUTTER TYPE 11 NOTES: INTEGRAL CURB ACTH GCHCRETE PAVEMENT AND/OR SIDEWALK 5 44u. BE S48LAR SHAPE ALL MIX ASSOCIATED 11111 THE INSTALLATION OF THIS 1.83E MALL LL COu' RN TO 1HE LASTEST REVISION Cr THE CITY OF CAMEL Wl T IE CURB POLICY. APRON ON THIS SIDE OF THE DIKE SHOULD BE FOLDED UNDER THE DIKE SECTION AND GLUED DOWN J ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20 STRIP ALONG BOTH EDGES. 1 TIN L R AV M NT NO SCALE 1/4 WIRE MESH PLAN MULTI- DIRECTIONAL FLOW REFERENCE SECTION 02020 OFLOWE'S DIV/SION STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS 24 USE oamismis FOR ALL ROWS EXCEPT LOCAL ROADS LIMITS OF 10114. PLASTIC LINING SEE CURB DETAIL PAVEMENT SECTION CONCRETE SIDEWALK W/ INTEGRAL CURB DETAIL N.T.S. UNITS OF 10 NIL PLASTIC U NOTES: 1. SEE SIDEWALK JOINTS DETAIL FOR JOINT SIZE AND SPACING ft II =11= „0 0 A7_ 11 =N? N ti -11 i':It SECTION A -A 15' MIN 10' MIN. PLAN CONCRETE WASHOUTAREA WRAP GRATE wTM FABRIC AND PLACE ON FRAME KEY IN REMOVABLE UNING SECURE FABRIC TO GRATE WITH APPROVED FASTENERS YARD INLET PROTECTION (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) w BALE (TYP.) GENERAL NOTES: 1 GEOT E c11LE TO BE MIRAFI FILTERWEAVE 402 OR GEOTEX 111 F. ALTERNATIVES INCLUDE APPROVED EQUAL ASTM D4401 OR 100 TO 150 GALLON PER MINUTE PER SQUARE FOOT. WHEN R MOVINb Oft MAD4fAIMNIT INLET PROTECTION, atit MOIL BE TAKEN BO NAT THE @EI)I111€Nt' TRAPPED ON fillE .E WW1 BON NOT PAU INTONE INLET ANY MATER/AL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. 5. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3• OF THE GRATE. (NOT TO SCALE) SEE SIDEWALK DETAIL PUSHED STONE 6' WASHED STONE uI1 TS OF 10 L11L PLASTIC LNIINO r 1= 11 !I 1111= 11 1i�ll�li'-I�"ti''I riiliNl ii i■I 3/4' WASHED STONE 10 14L P tA.STK: LW ALTERNATE SECTION 1SE WIFE LORE THAN OE AO:EMEIE Six 8 IEECED TR�S SHALL WASHOUT HERE WASHOUT SIGN A NOTES: 1. PIT IS SPECIFICALLY DESIGNATED, DIKED AND IMPERVIOUS CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE WASH AND STORMWATER. 2. WASH WATER SHALL NOT BE ALLOWED TO FLOW 70 SURFACE WATER. STRAW BAIL SUMP 3. FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH AMINIMUM FREEBOARD OF 12.• 4. FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY UNLESS A NEW FACILITY IS CONSTRUCTED. 5. SAW CUT PORTLAND CEMENT CONCRETE, RESIDUE FROM SAWCUT GRINDING TO BE DISPOSED OF IN THE PTT. 5. CONCRETE WASHOUTS SHALL BE LOCATED A MW III JM OF 100' FROM DRAINAGE WAYS, INLETS, S. SURFACE WATERS. 7. MANUFACTURED CONCRETE WASHOUT DEVICES MAYBE USED IF REMOVED FROM THE SITE WHEN 65% FULL CAPACITY. CURB INLET PROTECTION w000 2' x 4' EXTENDS 8' BEYOND GRATE WIDTH ON 80TH SIDES. LENGTH VARIES. SECURE TO GRATE WITH MARE OR PLASTIC TIES. 3 FINISHED SIZE. INCLUDING FLAP POCKETS WHERE REQUIRED. SHALL EXTEND A MINIMUM OF 10' AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. FOR CURB INLET PROTECTION AN ADDITIONAL 18' OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHAM. NOT BLOCK THE ENTIRE HEIGHT 4. OF THE CURB BOX OPENING 6. THE CONTRACTOR SHALL DEMONSTRATEA METHOD OF MAINTENANCE, USING SEWN FLAP, HAND HOLDS, OR OTHER METHOD TO PREVENTACCUIMULATED SEDIMENT FROM ENTERING THE INLET. GEOTEXTILE FABRIC INLET PROTECTION 2 3 4 5 6 Revisions: Store #1525 14598 Lowes Way City of Carmel Hamilton County, IN Detail Sheet Drawing Name: Date: 10/16/08 Type: Drawn By: CJK Scale: 1 30' PROJECT ENGINEER ARCHITECT PROJECT DESIGNER DATE Copyright Q 2009 id) APD Engineeaaga MEW:Dame, PLLC Drawing Alteration It is a violation of law for any person, unless acting under the direction of licensed Architect, Professional Engineer, Landscape Architect, or Land Surveyor to alter any Item on thls document In any way. Any licensee who alters this document is required by Taw to affix his or her seal and to add the notation "Altered By' followed by his or her signature and the specific description of the alteration or revision. 1 DO NOT SCALE PLANS I Copying, Printing, Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact APD Engineering with any need for additional dimensions or ciarificaiiaris. APD Engineering Architecture, PLLC 615 Fishers Run Victor, NY 14564 585.742.2222 585924.4914.fax www.apd.com Lowe's Garden Center Expansion Project Name Location: Project No. 08 -0166 C4 Drawing No. Date: DATE DATE 24" MINIMUM