The URL can be used to link to this page

Home My WebLink About07050008.14Z m Z Z G) Z m m Z G7 . , •. .•.• ••.•,•.•.• ••.•.•..•6 ii 1 ASPHALT PAVING NTS 6X6 WWF REINFORCEMENT SURFACE BINDER SEE DETAIL #10 OR 11 G4.1 COURSE COURSE 4" OR 6" — — SEE PLAN — - — z Mai n 45� q�o �° �° �° qo 8" #5 BAR CONTINUOUS COMP. AGGREGATE BASE 2 CONCRETE SLAB @ PAVING NTS FINISH GRADE IN AREAS WHERE NEW PAVEMENT INSTALL ASPHALT LEVELING COURSE ABUTTS EXISTING PAVEMENT, MILL DOWN AND PROTECTIVE MEMBRANE "PETROMAT" EXISTING PAVEMENT 1 1/2" DEEP BY 6' WIDE SYSTEM PER MANUFACTURERS SPECS. AND RESURFACE MANUFACTURED BY BP AMOCO FABRICS AND FIBERS COMP. NEW PVMT. TO MEET 3' -0" 3' -0" SURFACE SOURSE EXISTING PVMT. FLUSH BINDER COURSE COMPACTED AGGREGATE BASE EXISTING PVMT. I I I I I I I SAWCUT EDGE COMPACTED & WELL DRAINED SUBSOIL 3 NEW PVMT. @ EXISTING PVMT. NTS TOOLED CONTROL JTS. r CONC. SLAB W /6X6 10/10 1/8" WIDE, MIN. 1 " W.W.F. W /BROOM FINISH. CONTROL DEPTH JTS. @ 10' -0" O.C. MAX. & EXP. JTS. @ 40' -0" O.C. MAX. APPLIED ANTI SPALLING SEE DETAIL COMPOUND 8,9 G4.1 NOTE: CONTROL JTS. & =1 I =1 1 =1 11 =1 11 =1 1 11 11 =1 1 =1 1 =1 I I EX PAN S I 0 N JTS. SPACING III��III��IIIIIIi�III�iIII��IIIIIIIIIiiill� ill��ll _ MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE 1 " SAND LEVELING COURSE PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. 4 4" CONCRETE SLAB DETAIL NTS Ys" BIT. EXP. JT. MAT°L. EXIST. NEW WALK WALK 4" : : :: - 6X6- W2.9XW2.9 / I- -12" " COMP. SUB -BASE) 5 NEW WALK TO EXIST.WALK NTS TOOLED CONTROL JTS. 6" CONC. SLAB W/2 LAYERS OF W 1/8" F WIDE, MIN. 6X6 6/6 W.W. / BROOM FINISH. 1-1/8" DEPTH CONTROL JTS. @ 12' -0" O.C. MAX. APPLIED ANTI SPALLING & EXP. JTS. @ 40' -0" O.C. MAX. COMPOUND SEE DETAIL (8, 9 G4.1 NOTE: CONTROL JTS. & zo EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS - ABOVE ARE MAXIMUM. SEE II- 1I1 Ell I1- 1I1= 1I1 =1I1= 1I1= 1I1 =1I1 =III- PLANS FOR ANY VARIATIONS =III =III— III =III —I 11= III —III — III —III —I IF — III — III — III — III = III — III — III = III =III= EITHER INDICATED OR IMPLIED. 1 � 1 " SAND LEVELING COURSE 6 6" CONCRETE SLAB DETAIL NTS 1/2" PREFORMED EXPAM JOINT VIN SELF — LEVELING SEALAN TOP 1/2" 2" TOOL JOINT — = 24 "x112" DIA. SMOOTH BAR ISION @18 "0 C. GREASE AND DOWELL CAP W /BARSTOP @ BOTH ENDS LIGHT BROOM FINISH TYPICAL UNLESS NOTED OTHERWISE -r-2" TOOL JOINT Fil .4" TOOL JOINT ' 1 8 "' WIDE 'MIN. TOOLED CONT. JOINT AND 1/4 OF SLAB DEPTH EXPANSION JOINT CONTROL JOINT EDGE CONDITION 7 TYPICAL CONCRETE JOINT DETAILS NTS IYP TOOL JOINT 4" TOOL JOINT TYP LIGHT BROOM FINISH TYP. UNLESS NOTED OTHERWISE G418 8 CONCRETE SURFACE DETAIL NTS NTS USE FINISH GRADE FABRIC 10' AND OVER W SCHED. 40 2.875" O.D. 0 PULL POST a FABRIC TYPE: w 11G. WIRE WITH 1 -3/4" MESH. b KNUCKLED SELVAGES TOP - :_ - l� o,•_'�i_ '131�o,.J; I AND BOTTOM z o ❑ c z a FENCE TO BE PROPERLY U GROUNDED TO MEET CODE w ~ w o =z)) 1" WAS a w ' 1 8 "' WIDE 'MIN. TOOLED CONT. JOINT AND 1/4 OF SLAB DEPTH EXPANSION JOINT CONTROL JOINT EDGE CONDITION 7 TYPICAL CONCRETE JOINT DETAILS NTS IYP TOOL JOINT 4" TOOL JOINT TYP LIGHT BROOM FINISH TYP. UNLESS NOTED OTHERWISE G418 8 CONCRETE SURFACE DETAIL NTS NTS USE FINISH GRADE FABRIC 10' AND OVER CORNER, END & SCHED. 40 2.875" O.D. SCHED. 40 4" O.D. PULL POST 6" w w � UJI POST - :_ - l� o,•_'�i_ '131�o,.J; I - d Q ❑ od SCHED. 40 TOP AND BRACE 1.66" O.D. ° w U w O 0 GATE POST FOR wz O w SCHED. 40 W Q fA LESS THAN 6' w � a. w Z ❑ w GATE FRAME 1.90" O.D. 1.90" O.D. DENSITY CD 0w a cn 4 d - ° io 0 u 018" O.C.. GREASE AND DOWEL CAP W ih 00 «_� �;y__ �: °- O 2" TOOL JOINT BARSTOP ® EACH END ._� "B" BORROW OR EQUIV. �„ —1 /2 "R. ROLL EDGE GRANULAR MATERIAL COMPACTED TO 95% 12" DIA. - = COMPACTED 1/2- BIT. EXPANSION 6" 14" DIA. - , SUBGRADE JOINT W SEALANT IN 6X6 10/10 WWF REINF. 18" DIA. ;: -. . TOP 1 /2" 12 POST BASE DETAIL ' 1 8 "' WIDE 'MIN. TOOLED CONT. JOINT AND 1/4 OF SLAB DEPTH EXPANSION JOINT CONTROL JOINT EDGE CONDITION 7 TYPICAL CONCRETE JOINT DETAILS NTS IYP TOOL JOINT 4" TOOL JOINT TYP LIGHT BROOM FINISH TYP. UNLESS NOTED OTHERWISE G418 8 CONCRETE SURFACE DETAIL NTS NTS USE FABRIC UNDER 10' HT. FABRIC 10' AND OVER CORNER, END & SCHED. 40 2.875" O.D. SCHED. 40 4" O.D. PULL POST INTERMEDIATE SCHED. 40 2.375" O.D. SCHED. 40 4" O.D. POST - :_ - l� o,•_'�i_ '131�o,.J; I z SCHED. 40 SCHED. 40 TOP AND BRACE 1.66" O.D. 1.66" O.D. RAILS "B" BORROW OR EQUIV. GATE POST FOR SCHED. 40 SCHED. 40 LEAF WIDTH: 2.875 "O.D. 4" O.D. LESS THAN 6' FROM EDGE OF PAVEMENT SCHED. 40 SCHED. 40 GATE FRAME 1.90" O.D. 1.90" O.D. NOTE: CHAIN LINK FENCE FABRIC SHALL HAVE BLACK PVC COATING THERMALLY FUSED TO ZINC COATED WIRE. ALL POSTS, RAILS TAP STRUCTURES IN PAVEMENT AS SHOWN. AND BRACING SHALL ALSO HAVE BLACK PVC COATING, ADJUST TUBING AS REQ'D. TO AVOID SEWER LINES. THERMALLY FUSED TO GALVANIZED (ZINC COATED) STEEL PIPE. GROUT AROUND TUBE SOLID AT STRUCTURE. NOTE: IN AREAS WHERE PRACTICE BOARD IS ATTACHED TO FENCING INSERT 3 -1/2" O.D. SS-40 SLEEVE INSIDE OF THE 4" PIPE AND END AND PLUG WELD FOR UNDERDRAIN IN TENNIS COURT MAINTAIN 1% SLOPE AND DAYLIGHT AT GRADE. 13 CHAIN LINK FENCE /FRAME SCHEDULE 1� UNDERDRAIN LINES IN PAVEMENT NTS NTS —TOP RAIL 1/2- BIT. EXPANSION JOINT W SEALANT IN 1 -1/2' TENNIS TOP 1/2" COURT OVERLAY —\ IF NEW CURB ABUTTS EXISTING UNDISTURBED PAVEMENT MILL DOWN EXISTING PAVEMENT R �4" 1" 6" PLACE 1(2 BIT. EXP. JT. — -� - � " b� �4--� MAX. 30 O.C. IN CURB AND CORNER, 1 1/2" DEEP BY 2' WIDE AND RESURFACE BRACE RAIL d p 2'_p" 1" CONTROL JTS. 10' O.C. MAX. END PULL, LINE POST /� BOTTOM RAIL FABRIC WIDTH OR GATE / / BOTTOM TENSION WI SEE PLAN G IXISffNG TENNIS 7 II,,,III III -,' FRAME & GRATE TO BE NEENAH NO. 3286 -8V OR EQUAL. AND NO. 3404-5 IN GUTTER AND NO. 2535 IN LAWN. " " GRASS PVMT. L 9" LID IN PAVEMENT REINF. LID - 5" LID IN LAWN b O SUB - SURFACE DRAINAGE LINE, REFER TO DETAI 23 G4.1. SEE PL"' r"" INV. & ELEV.'S INTEGRI REINF. BASE 16 SEE PLAN FOR ELEV. PRE -CAST CONC. LEVELING RINGS, 4" MIN. IN PAVED AREAS. 2 RINGS OR 12" MAX. PRECAST CONC. CONE AND BARREL SECTIONS REINFORCED PER A.S.T.M. SPEC. C478-61T. BARREL & CONE SECTIONS FURNISHED W /CAST IN PLACE STEPS 1' -2" O.C. STORM INLET NTS V) BIT. ASPH. PVMT. < 0 COMP. AGG. BASE 14 Wt 4" 0 PERF. PVC SDR -35 PIPE NON WOVEN FILTER CLOTH 1" DIA. RIVER ROCK ry ioo i�u rT 1 -0 MANHOLE/ CID =1 I I = #4 BARS CONT. ov�cQ o�°C9 ov�c� o�W ov�c� - 9 6" CURB 2' -0" CURB FACE _: ':. NTS SLOPE CURB DOWN TO MEET FINAL WALK OR PAVEMENT FLUSH. INSTALL COLDPATCH WEDGE AS REQUIRED IF FINAL PAVING ELEVATIONS ARE NOT ESTABLISHED UNTIL PHASE 2 10 SLOPED CURB END L LJ DOUBLE WIDE GATES GATE PLAN 11 GATE DETAIL =1' -0" 1 uu�r L LJ SINGLE WIDE GATES GATE PLAN NTS ` 1 " MAX. FINISH e° ' e°l GRAD e° GRADE 10' -0" MAXIMUM 10' -0" MAX. LINE POST 14 FENCE ELEVATION #3 NOSING BARS 1 NTS Vit RADIUS MIN. 6" TOPSOIL PAVEMENT SECTION IN NON -PAVED AREAS CONCRETE WALK 21 . >U iii; _ �V, ��C - - :_ - l� o,•_'�i_ '131�o,.J; I z < "B" BORROW OR EQUIV. � <,:, - REGULAR BACKFILL - MIN. 1.25 Bc +11 GRANULAR MATERIAL = GREATER THAN 5' COMPACTED TO 95% FROM EDGE OF PAVEMENT STANDARD PROCTOR 1 /2" DIA. X 12" LONG COMPACTED TO 90% DENSITY SMOOTH STEEL DOWELS ya5. ;M'"s`�3 °f# - -Y- • ` ar^Lr,4 - -L - - -- _ `R" 018" O.C.. GREASE AND DOWEL CAP W 00 «_� �;y__ �: °- - BARSTOP ® EACH END ._� "B" BORROW OR EQUIV. �„ GRANULAR MATERIAL COMPACTED TO 95% - = COMPACTED 1/2- BIT. EXPANSION - , SUBGRADE JOINT W SEALANT IN 6X6 10/10 WWF REINF. ;: -. . TOP 1 /2" 1/2" BIT. EXPANSION JOINT W SEALANT IN TOP 1/2" #4 BAR 012 " O.C. BOTH WAYS \--1/2" " DIA. X 12 LONG MOOTH STEEL DOWELS 0 18" O.C.. GREASE AND DOWEL CAP W BARSTOP ® EACH END 15 CONCRETE STEP DETAIL NTS 1 -1 /2' BIT. COURT PAVING EXP. JT. #4 BARS COW. TRENCH DRAIN #2886 AS MANUFACTURED BY ZURN OR APPROVED EQUAL 1/800/845 -4402 18 TRENCH DRAIN SECTION N.T.S. FOR PIPE LOCATED IN AND FOR PIPE LOCATED WITHIN 5' OF PAVED AREAS I IN GRASSED AREAS 411110I STANDARD PROCTOR DENSITY ' I J n:o -, ,- NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE D d MIN. 27" & SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" 19 R.C. PIPE TRENCH DETAIL N.T.S. V aD t�3 O w W O u_ ti d 0 J co O J It °U z z m (n U Q Lu 'o � Z �� a a= J W It U2 � J J jr W N� � U a v U v/ J uj Q W H N E / s O 3 3 V "No 0101. � o 00 I+r M r Cl 0 N 4 0 O N N N O �W V G m m w Y < W Q= D 0 CARMEL HIGH SCHOOL 206104 & 206097 Ir z z Lu r MIN. 6" TOPSOIL PAVEMENT SECTION IN NON -PAVED AREAS .— . >U iii; _ �V, ��C - - :_ - l� o,•_'�i_ '131�o,.J; I , < �: "B" BORROW OR EQUIV. � <,:, - REGULAR BACKFILL - MIN. 1.25 Bc +11 GRANULAR MATERIAL GREATER THAN 5' COMPACTED TO 95% FROM EDGE OF PAVEMENT STANDARD PROCTOR COMPACTED TO 90% DENSITY "B" BORROW OR EQUIV. �„ GRANULAR MATERIAL COMPACTED TO 95% <<,'; `'^ STANDARD PROCTOR DENSITY ' I J n:o -, ,- NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE D d MIN. 27" & SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" 19 R.C. PIPE TRENCH DETAIL N.T.S. V aD t�3 O w W O u_ ti d 0 J co O J It °U z z m (n U Q Lu 'o � Z �� a a= J W It U2 � J J jr W N� � U a v U v/ J uj Q W H N E / s O 3 3 V "No 0101. � o 00 I+r M r Cl 0 N 4 0 O N N N O �W V G m m w Y < W Q= D 0 CARMEL HIGH SCHOOL 206104 & 206097 Ir z z Lu r