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Home My WebLink AboutC601 Site DetailsD d (MIN) 27" SMALLER 3 30" TO 60" 4 66" LARGER 6 D d (MIN) 27" SMALLER 3 30" TO 60" 4 66" LARGER 6 GREATER THAN 5' EDGE OF PVMT., CURB, GUTTER OR SIMILAR STRUCTURE 1/6 Bc d GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP PIPE BEDDING BACKFILL DETAIL NTS NTS EDGE OF PVMT., CURB, GUTTER OR SIMILAR STRUCTURE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "8" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP PIPE BEDDING BACKFILL DETAIL NTS STORM SEWER CLEANOUT DETAIL C2 EDGE OF PVMT., CURB, GUTTER OR SIMILAR STRUCTURE REGULAR BACKFILL GREATER 1' THAN 5' 1=111_1 I I=_-.I 11- SEWER MATERIAL. SLOPE AFTER BEND AS SHOWN ON PLAN SCHEDULE 111= #8 CRUSHED STONE OR APPROVED EQUIV. CLASS 11 -111 HAND TAMPED OR WALKED 1 BEDDING MATERIAL 11. I I i.�) I I I I `I11.�111711 INTO PLACE Bc MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH H=17 DEPTH OF BEDDING MATER. BELOW PIPE REGULAR BACKFILL "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH to DEPTH OF BEDDING MATER. BELOW PIPE "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH 12" MIN. 4 GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC HDPE) BEDDING BACKFILL DETAIL NTS PAVEMENT SUBDRAIN DETAIL NTS NTS FINISH GRADE ADJUSTMENT RING ECCENTRIC CONE OR CONCCENTRIC I CONE POLYPROPYLENE PLASTIC STEPS 48" PRECAST CONC. MANHOLE STORM PIPE 6'X 6'X 8" CONC. FOOTING W/ 6X6 10/10 W.W.F. W/ #4 REBAR 12 O.C. BOTH WAYS, OR PRECAST STORM MANHOLE TYPE "A” NEENAH R -3405 FRAME GRATE OR APPROVED EQUAL POSSIBLE T INLET PIPE 1 11" 4000 PSI 6" 24" 6" CONCRETE W 7 7 E2 SQ. ELEVATION STORM INLET TYPE 1 NTS EDGE OF PVMT., CURB, GUTTER OR SIMILAR STRUCTURE "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY llo CRUSHED STONE OR l APPROVED EQUIV. CLASS 1.4_ 11 =11 II —III_ NTS PVMT. ADJUSTMENT RING ECCENTRIC CONE OR CONCCENTRIC CONE '1x,11.1 POLYPROPYLENE PLASTIC STEPS 48" PRECAST CONC. MANHOLE STORM PIPE 6'X 6'X 8" CONC. FOOTING W/ 6X6 10/10 W.W.F. W/ #4 REBAR 12 O.C. BOTH WAYS, OR PRECAST MAX. D, 30" CURB INLET TYPE 2 NTS j OUTLET _1 PIPE FILTER FABRIC (TYPAR 4.0 OZ /SY OR AN APPROVED I ^I11 EQUAL, LAP 6" STAPLE POSSIBLE INLET PIPE FIN. PVMT. ELEV. #7 7 TOP OF SUBGRADE FOR PVMT. OR CURB AGGREGATE 4" DIA. CORRUGATED PERFORATED PLASTIC PIPE 8" COURSE AGGREGATE WELL COMPACTED SUBSOIL NEENAH R- 1772 —A W/ TYPE B LID Li c e ammo co❑oo PLAN 6 1' OUTLET PIPE MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH 12" MIN. 4" 1 BEDDING MATERIAL Bc HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 1 2" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC HDPE) BEDDING BACKFILL DETAIL .s Cfi01 NEENAH R- 3246 —E OR APPROVED EQUAL FINISH GRADE 1111111111111 WALL MOUNTED HANDICAP PARKING SIGN NTS ROLLED SIDE FACE W/ BROOM FINISH 4" CONC. SLAB W/ 6X6 10/10 W.W.F. 1 /2" PREFORMED EXP. JOINT SEE DETAIL 15/C601 5 6" 4'-0" 8" 1171114-11A— III 1 4 #4 REBAR 24" 0.C. 1' -0" LONG 4 #4 REBAR COMT. TOP &BOT. 5 -1 /4" TOOLED JT. PVMT. ROLLED SIDE FACE DETAIL HANDICAP RAMP TYPE I1 DETAIL NTS 6" CONC. CURB SEE DETAIL NTS 4 TOOLED CONTROL JTS. APPLIED ANTI SPALLING COMPOUND NTS ;:11 111 III;., SELF LEVELING SEALANT 1/2" PREFORMED EXPANSION JT. CONC. PVMT. v SLOPE 'OWN 1•,Q ALUMINUM METAL (SIGN) GREEN ILLUMINATING TAPE (LETTERS) TYP. BLUE ILLUMINATING TAPE (SYMBOL BLOCK) WHITE ILLUMINATING TAPE (BACKGROUND) GREEN ILLUMINATING TAPE (BORDER) TYP. 3/8" DIA. BOLT HOLES "TYP" GREEN ILMTING TAPE (LETTER INA TYP GREEN ILLUMINATING TAPE (BORDER) TYP. ALUMINUM SIGN GRADE fr. CONCRETE WALK TEXTURE ON RAMP TO MEET ANSI 4.7.7 11 I I -11 hI 1 I -1 i t -11 I -1 1 _11° III -u- fl- l PLAN VIEW ELEVATION VIEW 6" CONCRETE SLAB DETAIL APPLIED ANTI SPALLING COMPOUND 1" RADIUS ROUND EDGE 6 DOWN 6" 3" 5' -0" 4' -0" 5' -0" 6 CONC. CURB SEE DETAIL HANDICAP RAMP TYPE 1 DETAIL HANDICAP RAMP PVMT 6" CONC. SLAB W/1 LAYER OF 6x6 -10/10 W.W.F. W /BROOM FINISH. CONTROL JTS. 0 15' -O" O.C. MAX. EXP. JTS. 0 40' -0" 0.C. MAX., SEE DETAIL 15/C601. AGGREGATE BASE COURSE #8 STONE COMPACTED SUBGRADE BUILDING FACE OR CONCRETE PVMT. EXTEND JT. MATERIAL TO BOTTOM OF PVMT. EXPANSION JOINT DETAIL NTS NTS 1' -4" III 11 17-7 -1 11= 111= COMPACTED, WELL DRAINED SUBGRADE 2" DIA. WEEP HOLES NO MORE THAN 15' APART (TYP) BELOW PAVERS (USE PVC SLEEVE) DECORATIVE CURB GUTTER NTS NOTE: CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB, SEE DASHED LINE FOR DRAINAGE TO CURB. 6" CHAIRBACK CURB 6 6" STRAIGHT CURB NTS —1" C.I. LOCATOR ROD OR MAGNETIC TAPE PER SEC. 7.02 —C. PLAN VIEW BELL HOLES SHALL BE PROVIDED UNDER PIPE. NTS 4 X 8 CONCRETE PAVERS 3/4" BITUM. SETTING BED 4" CONCRETE BASE WITH 6X6 10/10 W.W.F. SAND SWEPT JOINTS 4" STONE BASE #53) FACE OF CURB DIMENSION PER SITE LAYOUT PLAN COMPACTED SUBSOIL APPUED SPALLING COMPOUND COMPOUND 1 RADIUS TOOLED ROUND EDGE SEWER MAIN SERVICE WYE WITH BELLS ON ALL THRE INVERTS ELEVATION SANITARY LATERAL CONNECTION NOTE: IF PROPER COMPACTION OF GRAN. BACKFILL CAN NOT BE ACHIEVED, PLACE 6" MIN. CLASS B CONCRETE AROUND 1/8 BEND. 6. 6666P 60 6 600 0 6••4 4•644 6666 66664 .9104064 466.64 4 606 6966640 4090066 60,4 .'1�tOTE'.::ALL'.' STRIPES TO :B:E:':4,''':'. P.�JNTED TYP. 6' X 6' BOX W/ BACK GROUND COLOR BLUE HANDICAP PARKING SYMBOL NTS i Ar e•••••............ fir! I ICfA 1 Tt r� �i r 11 111E =I —111 ;11�,iIIT�r LIGHT DUTY ASPHALT NTS NTS -111 Lr III —I U II :I I i— III I II 11 I I -{11-17 I I I LI ICI� I 1 1. 1 I1=1 DOCK TRENCH DRAI NTS BUILDING FACE 112" PREFORMED EXP. JT. MATERIAL 20" 6" 10" J' NTS II APPLIED ANTI SPALLING COMPOUND TACK COAT 1" SURFACE COURSE #11B 2" BINDER COURSE #9 2" STONE BASE #53 4" STONE BASE #2 COMPACTED WELL DRAINED SUBSOIL ft SLOPE RAMP PVMT. PER PLAN SEE PVMT. #4 REBAR 12" O.C. #4 REBAR CONTIN. NEENAH R- 4990CX W/ "C" GRATE "X" FRAME COMPACTED SUBGRADE TAIL gtergi aluir as I II II r 6111111 ozo, „pv `I 70 4 A 1' -3 7/8" I lll lll l ll l i ai l I II �.1= 1( =1I1 2 1 =11 n� d �III� II 111_111=1 1_111 -1 1-111_ 11 ;111 2' -4" 111- SCREEN WALL DETAIL TOOLED CONTROL JTS. 1/8" WIDE, MIN. 1" DEPTH d• 4 X 8 CONCRETE PAVERS 3/4" BITUM. SETTING BED 6" CONCRETE BASE WITH 6X6 10/10 W.W.F. SAND SWEPT JOINTS N DE CAST STONE COPING 1/2" CONT. DRIP (TYPICAL) FLEXIBLE CONTINUOUS SHEET FLASHING S.S. PIN 8" CMU BOND BEAM W/ (2) #5 CONT. #5 REBAR AT 8" OC. GROUTED CORES FULL BRICK VENEER TYP. (MATCH TO BRICK ON SCREEN WALL 0 CORNER OF 3RD AVE. CENTER CITY DRIVE) 9 GAU. HORIZ. REINF. EVERY OTHER COURSE 9 GAU. HORIZ. REINF. EVERY OTHER COURSE FINISHED GRADE MAY VARIES ALONG WALL SEE GRADING PLAN. PROVIDE Siu'PED BRICK LEDGE AS NECESSARY THRU —WALL CONT. FLEXIBLE SHEET FLASHING, TUBE WEEPS WITH ROPE WICK 0 4' -0" O.C., MORTAR NET, AND GROUT SOLID BACKING 8" CUM (GROUT SOLID) #4 HORIZ. 04' -0" O.C. (3) #5 HORIZ. CONT. #4 HORIZ. 0 1' -0" O.C. WELL COMPACTED SUB GRADE 4" CONC. SLAB W /6X6 10/10 W.W.F. W /BROOM FINISH. CONTROL JTS. 0 10' -O" 0.C. MAX. EXP. JTS. 0 40' -0" 0.C. MAX. SEE DETAIL 15/C601. COMPACTED #53 STONE NOTE: CONTROL JTS. EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4" CONCRETE SLAB DETAIL oa NT III =11 4" STONE BASE #53) 2" DIA. WEEP HOLES 15' APART (TYP) AT LOW END OF SLAB BELOW PAVERS (USE PVC SLEEVE) COMPACTED, WELL DRAINED SUBGRADE CONCRETE PAVER SECTION cso� C601 HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL TOLL FREE 1- 800 428-5200 FOR CALLS OUTSDE OF [DIANA 280 East 96th Street Suite 200 Indianapolis, IN 46240 317.848.7800 (voice) 317.574.0957 (fax) CM Engineer: cso Architect: 8132 Hunters Place Indianapolis, Indiana 46236 317.823.6653 (voice) 317.826.8584 (fax) ()Copyright 2002 Developer: Pedcor Investments, LLC 8888 Keystone Crossing, Suite 900 Indianapolis, Indiana 46240 317.587.0320 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractor's shall furnish all items required for the proper execution and completion of the work. Project Carmel City Center Parcel 2B Phase 2 3rd Avenue Southwest Carmel, Indiana Drawing Title: SITE DETAILS Issue Date 01/26/04 Drawn By KRS Checked By RO Certified By �wa' 1.1H ar1 j N ,i r` A 1 �O 31V1S 9E0016008V Akc t Drawing Number: C601 Project Number: 23465