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Home My WebLink About09040017 Lowe's Garden Center Expansion pg 5LOW TO MODERATE FLOW GEOTEXTTLE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS 0 0 0 STAKE 0 0 0 r 0 I s SUMP PE SLO 2.SX NN. ADHESIVE, 0 0 2 0" 0 0 0 0 20" 3AIS3HOV 3AIS3HOV 1. SINE LOW TO MODERATE FLOW GEOTEXTTLE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS 0 0 0 1 0 STAKE 0 0 0 r 0 I s I. SUMP PE SLO 2.SX NN. s N: L a 0 0 0 0 0 0 0 0 0 0 0 r LOW TO MODERATE FLOW GEOTEXTTLE 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 PERMIrnVITY ASTM 0 -4632 ASTM D- 4632 ASTM 0-4833 ASTM 0- 3786 ASTM 0 -4533 ASTM D- 4355 ASTM 0- 4751 ASTM 0 -4491 ASTM D -4491 300 WS 20 X 120 LBS 800 PS 120 IBS 80 X 40 US SIEVE 40 GAL /ME /SO FT 0.55 SEC -1 1 UM GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY AS TM D -4632 ASTM D -4632 ASTM 0 -4833 ASTM D -3786 ASTM 0 -4533 ASTM D- 4355 ASTM D -4751 ASTM D- 4491 ASTM D -4491 265 LBS 20 X 135 LBS 420 PS 45 LBS 90 X 20 US SIEVE 200 GAL/MN/SO FT 1.5 SEC -1 N L LOW TO MODERATE FLOW GEOTEXTTLE 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 PERMIrnVITY ASTM 0 -4632 ASTM D- 4632 ASTM 0-4833 ASTM 0- 3786 ASTM 0 -4533 ASTM D- 4355 ASTM 0- 4751 ASTM 0 -4491 ASTM D -4491 300 WS 20 X 120 LBS 800 PS 120 IBS 80 X 40 US SIEVE 40 GAL /ME /SO FT 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE UM GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY AS TM D -4632 ASTM D -4632 ASTM 0 -4833 ASTM D -3786 ASTM 0 -4533 ASTM D- 4355 ASTM D -4751 ASTM D- 4491 ASTM D -4491 265 LBS 20 X 135 LBS 420 PS 45 LBS 90 X 20 US SIEVE 200 GAL/MN/SO FT 1.5 SEC -1 24x36 1 '4SPHALT SURFACE COURSE (COMPACTED TO 95% DENSITY PER SPECS.) TACK COAT 2'ASPHALT BINDER COURSE (COMPACTED TO 95% DENSITY PER SPECS) 8" COMPACTED STONEBASE (COMPACTED TO 98% MODIFIED PROCTOR) COMPACTED SUBGRADE (PER SPECS) T- 1 {4 ___,r >r- TR -r• ,r-1r r-T• _1_•= 111 =1_l 1_i:1=1'?11=i- 11-11 '11 ti 11' 11 -11 11 -11 -11 11 -11 i! i (-.11 j 11-1 X1-1 I (-1► I -1 l i -i 11 -1 I I -i i i-i 11- NOTE. USE LOWE'S MINIMUM PAVEMENT SECTION IF GREATER THAN GEOTECHNICAL ENGINEERS RECOMMENDATION 1/8"W/DE BY1 "DEE SAW CUT. FILL WITH PAVEMENT SEALANT. DIAMOND DOW POCKET FORMER 4,000 PSI CONCRETE 30x is •N WAITAS LONG AS FEASIBLE TO SEAL JOINTS TOALLOW CONCRETE SHRINKAGE TO OCCUR. If REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TOACH/EVEA 1/4" JO /NT WIDTH. ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED PER MFR'S RECOMMENDATIONS. /MMEDL4TELYAFTER REMOVING BULKHEAD, APPLY CURING COMPOUND TO PAVEMENT VERTICAL EDGE AT A COVERAGE RATE OF300 SF MAX PER GALLON. CONSTRUCTION JOINT SA PLAN VIEW CONCRETE PA VEMEN T OMH4CTED SLIBGRADE (PER SPECS) HEAVY DUTY CONCRETE PAVEMENT SECTION NOTE: USE LOWE'S MINIMUM P4VEMENT SECnON /F GREATER THAN GEOTECHNICAL ENGINEERS RECOMMENDATION 1113pOPPMEIMMIIIIIE .7411 Irai 1,11 .7,11 REFERENCE SECnON 0230 SECnON 0240 SECTION 02751 OFLOWE'S DIMSION2 STANDARD SITE SPEC/FICATIONSAND PROJECT SPECIAL PROVISIONS COMPACTED STONE BASE 98% MODIFIED PROCTOR IF RECOMMENDED BY GEOTECHNICAL ENGINEER RN. GRADE (SEE SITE PLAN FOR I N VEAIENT INFORMATION) CE COURSE BINDER COURSE REFERENCE SECTION 02300 SECT /ON 02400 SECTION 02741 OFLOWE'S DIVISION STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS 1/4 "X4.5 "DIAMOND DOWEL BYPNA SPACEDAT24' OC. DO NOT GREASE DOWEL. INSTALL PER PNA RECOMMENDATIONS E- REFERENCE SECTION 02751 OFLOWE'S D /V /S /ON2 STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL. PROVISIONS 1 "ASPHALT SURFACE COURSE (COMPACTED TO 95% DENSITY PER SPECS.) TACK COAT 2" ASPHALT BINDER COURSE (COMPACTED TO 95% DENSITY PER SPECS.) 6' COMPACTED STONEBASE (COMPACTED TO 98% MODIFIED PROCTOR) COMPACTED SUBGRADE (PER SPECS) TS (slab thickness) (SEE PLAN) SEALANT L 1/4 OF SLAB THICKNESS (MIN 1") 1/2 "PREMOLDED JOINT FILLER L 1. r e �.�1 �'.M� •.L .7 :w L:� ��+r. �.w i �i*`!�.i 1 ±a '*2 P.sT.M`.. III 11 ITT 1"TT Ill Ili 111 III !li Ill 111 NOTE: USE LOWE'S MINIMUM PAVEMENT SECTION IF GREATER THAN GEOTECHNICAL ENGINEERS RECOMMENDAT /ON INLET GRATE LOOPS SIZED FOR 1" REBAR. UFT FILTER BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT .r- TOP OF PAVEMENT T/2 BUT NOT LESS THAN 1/4' PAVEMENT SEALANT BACKER ROD h j i/8'F/RST LL sAwcuT 1/4" SECOND SAWCUT (IF REQUIRED) SAW JOINT RIGID STRUCTURE PROV /DE ISOLATION JOINT WHERE CONCRETE PAVEMENT ABUTS A RIGID STRUCTURE ISOLATION JOINT REFERENCE SECT7ON 02300 SECnON 02400 SECTION 02751 OFLOWE'S DIVISION2 STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS COMPACTED STONEBASE 98% M')DIFIED PROCTOR IF RECOMMENDED BY GEOTECHNICAL ENGINEER CTED SUBGRADE (PER SPECS) STANDARD DUTY CONCRETE PAVEMENT SECTION NOTE: USE LOWE'S MINIMUM PAVEMENT SECTION IF GREATER THAN GEOTECHN /CAL ENGINEERS RECOMMENDATION LOOPS SIZED FOR 1" 1111 M REBAR. USE REBAR FOR A HANDLE TO FILTER SACK AT A 11411111. N a AT A SEDIMENT COLLECTION LoCAT10N. ,00kt ISOMETRIC VIEW 4 4 4,000 PSI CONCRETE I I I =1 11 =111 =III =II I 1 I I I I I I I 111 =111 11 111 =1 I I =I 11 =1 11 1 I I ,I I I71 1=-1 II ;,111 I 1 ail III_71 11 COMPACTED SUBGRADE (PER SPECS) CONTRACTION JOINTS SPACE TO BE EQUAL TO SIDEWALK WIDTH EXPANSION JOINTS 100' O/C 3®ALL JOINTS SEALED PER SPEC SECURE LIFTING LOOPS TO OR UNDER SURROUNOING SURFACE FINISH GRADE FILTER SACK N.T.S. DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS. 4 CO r Z O u 2 w cr O 0 CO W 0 C E- O W to O "10;440#40 404 12 I► S/DEWALK DETAIL RESERVED PARKING VAN ACCESSIBLE A 4 SECTION VIEW PROFILE VIEW OF INSTALLED FILTER SACK 4 III 1111111 111 -11111 anall 2"X2"X3/4" RUBBER BLOCK (rw) 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT a 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. CEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS N THE SPECIFICATIONS TABLE. 3. IN T GRATE MIf 01L SPM1S AR A CONCERN. 4. INSPECT AFTER EVERY STORY EVENT. 5. TH E WAD D TH, •Mr, of THE FILTER SACK SHALL MATCH TM PDX MOW O/ 1141 ORATED INLET BOX. 6. THE DEPTH. "D", OF THE FILTER SACK SHALL BE EEN BE TIM 18 INCHES AND 36 INCHES. 7. THE LENGTH. 1 OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. Z REFLECT /VEALUMINUM LEGEND AND BORDER GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND WHITE TYPICAL ATALL HANDICAP SPACES THIS SIGN TYPICAL ATALL "VAN ACCESSIBLE" PARKING SPACES PENALTYS/GN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS GALVANIZED "U" CHANNEL POST 4' D /A. SCH 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE Wig fiAlk 0.1 i Ill I.'i ``I.1S 4000 PSI CONCRETE 111 I I 1 III =1 I 1 1 =1 1 itIEHIELLIII: 1 111 =1 1 =111 _i l I I I i -111 1 11 11= I I I =1 I 1 I I I 1 ifi i- 1 1 I -I 11 -III- I i 111- 111 -111 l I =1I� HAND /CAP PARK/NG S/GN ONE AT EACH HAND /CAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES z REFERENCE SECTION 02751 OF LOWE'S DIVISION2 STANDARD SITE SPECIFICATIONS AND PROJECT SPEC /AL PROVISIONS NOTE: MAX /MUM PoSTSPAC/NCi 4 fT. SEDIMENT CONTROL STONE 1 FILTERED L L CONSTRUCTION AREA SECTION NULT/ DIRECTIONAL FLOW ADHESIVES: CONCRETE PAVEMENT USE LIQUID NAIL OR APPROVED EQUAL. ASPHALT PAVEMENT USE EMULSIFIED ASPHALT. FLOW ADHESIVE y NOTE: SILT DIKE UNIT INSTALLED SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH SURFACE. t 12" AVERAGE BOX DIMENSION VAR /ABLE N.T.S. 7 1. SEDIMENT CONTROL STONE SHALL BE 3/4' WASHED STONE. 2. WIRE MESH SHALLBE HARDWARE CLOTH23 GAUGE MIN. AND SHALL HA VE 1/4 /NCI MESH OPENINGS. 3. TOP OF WIRE MES' SHALL BEA MINIMUM OF ONE FOOT BELOW THE SHOULDER OR ANY DIVERSION POINT 4. STEEL POST SHALL BE5Fl. IN HEIGHT, BE INSTALLED 1.5 FT DEEP MINIMUM, AND BE OF THE SELF FASTENER ANGLE STEEL TYPE 5. WOOD POST SHALL BE 6 F1: 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. DIKE SECTION DETAIL A -A V DAl CENTERLINE 8• TYP. WHTTE PAINT HANDICAP PARKING STRIPING DETAIL 3" TO° SOL USE DIMENSIONS FOR LOCAL. ROADS ONLY U�� LNNLIL�LL�NLLI�NI��! �IL��L�Ir�IN�II�IN�N��V�� I��N�..1,N�1- I!�I�. I =IL= --�1 12.1 -11-. 2 1.1 1 1-ll.- ,11= 11- 11- 1L =11-1L -1L=11-1L= 11-11=11= SILT DIKE ON PAVEMENT DETAIL APD DETAIL INLET PROTECT /ON (NOT TO SCALE) J 24' 19' BLUE PAINT 2' RAD.US SLOP 1 /4 "/FT. CLASS 'A' CONCRETE CO'/PAC TED BACKFILL APRON ON THIS SIDE OF THE DIKE SHOULD BE FOLDED UNDER THE DIKE SECTION AND GLUED DOWN ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. ARH EXISTING CONCRET HAL AV M N PLAN MULTI-DIRECTIONAL FLOW 1/4 WIRE MESH REFERENCE SECTION 02020 OFLOWE'S DIVISION2 STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS CON- ACTED BADX Ill NOTES: INTEGRAL CURB WITH CMLJ EE PATAIENT AND/OR SIDEWALK SHALL. BE 51M LAR SHAFT AU *CRK ASSOCIATED IkTI•I THE INSTAILATION OF THIS LiRFINC SHALL CONFCRLI 10 THE LASTEST RENSION Of THE CITY OF CARMEL CCtICRETL C'AJRB POLICY. 6" WASHED ST LINTS OF 10 MIL PLASTIC UN4G 48 SEE CURB DETAIL PAVEMENT SECTION COA/O/NLD CURS AND GU T l LR 1 YPL /1/ NO SCALE te" 3 TOP SAL 6" I SEE SIDEWALK DETAIL NOTES: 1. SEE SIDEWALK JOINTS DETAIL FOR JOINT SIZE AND SPACING CONCRETE SIDEWALK W/ INTEGRAL CURB DETAIL N.T.S. 24 t-- �a••T. •�La•�i•i• a3laa tom•• i T• tX ".s'�♦ s .iaTa�.tr •da •i 'w�•• rP.�i J.�'► i ;iTaML ,•x, STAKE (2x4. (2) PER BALE) STRAW BALE LIMITS OF 10 MIL PLASTIC LINING Y RACILS SLOPE 1 CLASS "A" CtiCIyrL •a JSE Dil1ENSONS FOR ALL ROADS EXCEPT LOCAL ROADS 10 MIL PLASTIC LINER 1 N 5 10 MIL PLASTIC 15' MIN. SECTION A -A PLAN KEY IN REMOVABLE UP4NG 10' MIN. OYP•) WASHED STONE 6" WASHED STONE UNITS OF 10 MIL PLASTIC LAING CONCRETE WASHOUT AREA 3/4" WASHED STONE 10 NIL PLASTIC UN ALTERNATE SECTION UK *ERE WM 1Hw ONE ACOMMELE SOE B MEOW ALL CONCRETE TRUCKS SHALL WASHOUT HERE WASHOUT SIGN NOTES: 1. PIT IS SPECIFICALLY DESIGNATED, DEED AND IMPERVIOUS CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE WASH AND STORMWATER• 2. WASH WATER SHALL NOT BE ALL MED TO FLOW TO SURFACE WATER. STRAW BALE i il11i .4 3. FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 12.' 4. FACILITY SHALL NOT BE FILED BEYOND 95% CAPACITY UNLESS A NEW FACMJTY IS CONSTRUCTED. 5. SAW CUT PORTLAND CEMENT CONCRETE. RESIDUE FROM SAWCUT GRNDING TO BE DISPOSED OF N THE PIT. 6. CONCRETE WASHOUTS SHALL BE LOCATED A MNMAUM OF 100' FROM DRAINAGE WAYS. INLETS. i SURFACE WATERS. 7. MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED IF REMOVED FROM THE SITE WHEN 96% FULL CAPACITY• Revisions: Date: 1 6 2 3 4 5 7 8 9 Seal 0 0%11111 PROJECT MANAGER DATE PROJECT ENGINEER ARCHITECT DATE PROJECT DESIGNER DATE Copyright 2009 vo APD Eogioeetiig Architacmn, PLLC Wet N M 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 atter any Item on this document In any way. Any licensee who altars this document is required by law 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. Cortlact APD Engineering with any need for additional dimensions or clarifications. APD Engineering Architecture, PLLC 615 Fishers Run Victor, NY 14564 585.742.2222 585.924.4914.fax www apcLcom Lowe's Garden Center Expansion Store #1525 14598 Lowes Way City of Carmel Hamilton County, IN Project Name Location: Detail Sheet Drawing Name: Date: 10/1 6/08 Type: Drawn By: CJK Scale: 1M=301 Project No. 08 -0166 C4 Drawing No. IDATES MTLOI CITY OF CARMEL STANDARDS 24" MINIMUM