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HomeMy WebLinkAbout30-96.918" TOOLED CONTROL JOINT �— 1/4", 1 1/4- DEEP MIN. 6x6 - W2.9 x W2.9 WELDED APPLIED ANTI - SPALLING WIRE FABRIC n COMPOUND BROOM FINISH SEE TOPSOIL s • TYPE OFNCASTING PRECAST CONCRETE ADJUSTER RING SLOPE 1 •' - IF NEEDED, (4 MAX.) /2" / FT' .' ' REINF. PLACED AT ' ASPHALTIC MASTIC OR BUTYL '• 1/3 OF CONIC THICKNESS RUBBER SEAL BETWEEN JOINTS ECCENTRIC CONE OR iv 4" REDUCER CAP AS REQ'D. BY SITE CONDITIONS CONC. ENCASEMENT ` 6" `V 22" 6" OUTLET plpE . BACKFILL • . ••' • • ' ,« 24" DIA. V -0" MIN. OVER 6" MIN. COVER REQ'D. GRANULAR BACKFILL I =I I =1 II I I =I �I I =) I ,I I -III d f• CAST IRON FULL HEIGHT MANHOLE STEP OR HIGHEST PIPE APPROVED EQUAL NOTES: -i I I -)II=I I I —I I I —I I I —� cD ;, FOR INVERTS REDUCER CAP — 1/2" STRUCTURAL PLATE STEEL REQUIRED COMPACTED & WELL IN PLACE OF CONCRETE CAP FOR STRUCTURES 2 & 3 COMPACTED SUBGRADE 1.) CONTROL JOINTS 5' -0" O.C. MAX. DIA. SEE PLANS FOR ANY VARIATIONS DRAINED SUBGRADE SEE PLANS FOR 16 "o.c. METAL ANCHORS REQUIRED TO PREVENT HORIZONTAL SHIFTING 8" SAN PIPE NOTES: ( ) CASTING TYPE 1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO 2.) EXPANSION JOINTS 20' -0" O.C. MAX. MIN. 4" DIA. SUBSURFACE 6" A DEPTH OF 1 1/2 ". (SEE PLANS FOR ANY VARIATIONS) 6" 6" TILE 'T' STUB WHERE REQ'D. (TYF.) (MIN.) 2. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT 22 6" CONC. PRECAST OR • POURED N PLACE EXPANSION JOINTS. er CONCRETE SLAB DETAIL PERMISSIBLE. • • 3.) EXPANSION JOINTS TO BE PLACED 0 100' MINIMUM. NO SCALE 12 PREFORMED HOLE TO MAX. OF PIPE w 12" + 6" WITH NON— SHRINK CEMENT GROUT COMBINED CURB & GUTTER Q } 3" MIN. > 3° MIN. i PIPE CONNECTION MANHOLE BASE SET j TO EXISTING MANHOLE (TYPE III) •� ON 6' E #2 OR 1 BASE 8" PER SECTION (MIN.) NO SCALE �O #8 STONE 0 •� •� � FBE�N(CH WALLS AT MIN. NO SCALE • ° GROUT 1/2" PER FOOT SLOPE ao • •• ° 8" CLASS "A" CONCRETE REINFORCED BAR #4 12" O.C. 3" STEEL MESH AREA = .12 in, /Ft. MACHINE EXTRUDED CONCRETE CURB EQUAL TO OR APPROVED EQUAL "PERMA —CURB AS MANUFACTURED BY PERMACURBS NOTE: 6" CONC. PRECAST OR INTERNATIONAL. PROVIDE CONTROL JOINTS 0 POURED IN PLACE NOTES: STANDARD HEX. HEAD 10' -0" ON CENTER. CURBS TO BE BONDED {� MANHOLE PIPE PIPE TURNS MANHOLE CONFORMS TO ASTM C -478 BRASS PLUG. TOP OF „ CASTING ELEV. AS 5' — 0" MAX. TO PAVEMENT WITH EPDXY RESIN PER INLET TYPE A (TYPICAL) DIA. "F DIA. "G" NO BRICK OR BLOCK WILL BE ALLOWED SHOWN IN PLANS. FINISH FLOOR 9rm, " 6" MANUFACTURERS RECOMMENDATIONS. CURE AND SEAL TO ATTAIN MAXIMUM MOISTURE RETENTION. 40' 02' TO 18~ PIPES) 96 48 GREATER THAN 45' TO 90' IN MANHOLE 4" 4" (Np) NO SCALE 4 - 0 -RING GASKET ASPHALTIC MASTIC 84" 42" GREATER THAN 45' TO 90• OR BUTYL RUBBER SEAL BETWEEN GROUND LINE °` 0� 84 48' TURNS UP TO 45' STEPS REQUIRED FOR STORM APPLY EPDXY MANHOLE JOINTS _--UNDER CONCRETE CURB SEWER OVER 4' DEEP. 72" 42" -48" UP TO 45' I • o � 72" 33" -36" GREATER THAN 45' TO 90' 60" 33" —36" STRAIGHT THRU o• o• p• ASPHALT SURFACE COURSE 60" 24" —33" GREATER THAN 45' TO 90' 12' X 12" X 4" 0,0 0, 0,0 0.0 0 , o oA o,0 0 0 CONC. COLLAR ; ... • _ ASPHALT BINDER COURSE CASTING (SEE PLANS) 60" 24" GREATER THAN 45' TO 90' _ — _ — NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. NEENAH ANCHOR BOLTS 60" 27" —30" GREATER THAN 45' TO 90' I CRUSHED STONE BASE SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. 45' ELBOW (COLOR NO. 105090 IN FEDERAL STANDARDS 5950) DOUBLE 60" 27" —30" TURNS UP TO 45' COMPACTED SUBGRADE COAT. (TYR.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY 60" 33 " -36" TURNS UP TO 45' 6" PIPE CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA. GROUT AND BOLT TO 48" 12"-21" GREATER THAN 45' TO 90' SANITARY BUILDING DRAIN PROVIDE WATERTIGHT SEAL ° CONCR TE ADJUSTER RING 48" 12 " -21" TURNS UP TO 45' E(12" MAX.) 48" 24" TURNS UP TO 45' EXTRUDED CONCRETE CURB DETAIL DISABLED PAVEMENT SYMBOL NO SCALE NO SCALE •' MANHOLE TYPE » Br �—WYE INVERT ELEV. AS NO SCALE SHOWN IN PLANS WHITE CONCRETE ADJUSTER RING CLEAN NO SCALE OUT VARIES 10" BLUE NO SCALE APPLIED ANTI - SPALLING TOOLED CONTRACTION JOINT COMPOUND 1/8" ALUMINUM PANEL 1/4" WIDE, MIN. 1 1/2" DEPTH SCREEN PRINT SYMBOL 1 "RADIUS TOOLED COLORS SELECTED 1/8" ROUND EDGE BY LAND ARCH. HYDRANT SHALL MEET LOCAL FIRE CODES AND ADJUSTER RING RE 'D } • • °• ((KKENNEDY, DARLING, OR SPECIFICATIONS. ACCEPTABLE) 7 • • ° 9 •• < �O O • _ PAVEMENT DISABLED SYMBOL N< 4 0 � ECCENTRIC CONE OR 10' MIN. -I I I-I I I— III —I I —III— PRECAST COVER "L" (MIN.) OR — III — III -I I- III —I (— • w ? ° AS REQUIRED BY WATER UTILITY WATER MAIN III —I I I —III— ONE SIGN MUST m HAVE "VAN ACCESSIBLE" co COMPACTED SUBGRADE J %•, > i� CONC. COLLAR IF SANITARY OR STORM SEWER WATER MAIN 6" •! ° 2" SQ. ALUMINUM POST NOT IN PAVED AREA ° FINISH AS PER SPECIFICATIONS 4" REBAR CONT. AT 8" $" SLOPE CONC. 1" ABOVE & CAST IRON , C -1 VALVE BOX TOP & BOTTOM FINISH GRADE FINISH W/ STEEL TROWEL M.H. STEP GRANULAR WATER MAIN BACKFILL REQ'D WATER MAIN t) CONTRACTION JOINTS TO BE —II °' AROUND BASE RATED PIPE WATER 6" GATE VALVE A MINIMUM OF 1 1 /2" DEEP ") I & BARREL NOTE: WHEN LATERAL SEPARATION 0 11 2.) SEE CONCRETE WALK SECTION FOR =II '! PRECAST MANHOLE IS 10' OR GREATER NO VERTICAL SANITARY WE LOCATION OF JOINTS. =III =III 3„ '+; —III —I I SECTION NOTE: y:• , ?:� 8" MAIN CLEARANCE IS NEEDED. STORM SEWER ARE NOT PRECAST REINFORCED CONCRETE x''`•�` 3.) FULL DEPTH SEPARATORS E EARTH PERMITTED EXCEPT AT EXP. JOINTS. 6.• ° MANHOLE SECTION AND STEPS 4., 4' -0" SHALL CONFORM TO A.S.T.M. C478 z CONCRETE FOOTING MIN m m LATEST REVISIONS. CONC. BLOCK ° N • Q DRAIN 10 (MIN.) 10' (MIN.) look Q' Q RUBBER GASKETS SHALL CONFORM 6" HYD. BRANCH ° Q = > CONC. PAD WATER MAIN INTEGRAL WALK AND CURB > O TO A.S.T.M. C443 LATEST NOTE: FIRE HYDRANT SHALL BE SET A SANITARY OR SANITARY OR NO SCALE 1 REVISIONS. MINIMUM OF 6' FROM ALL STORM SEWER LESS THAN 18" OR IN CASES STORM SEWER DISABLED PARKING SIGN MINIMUM 1/2" PER DRIVEWAY OPENINGS 2' WHERE WATER IS BELOW SANITARY SEWER FOOT SLOPE O.D. + 1' -0" NO SCALE fiPE THICKNESS MANHOLE BARREL SECTIONS MORE THAN HYDRANT DETAIL MIN. (TYR.) t 8d CEMENT lit J GROUT 12' BELOW GRADE SHALL MEET REQUIREMENTS OF ASTM C -76 CLASS II NO SCALE 3" MIN. COVER 5" 2A (SEE BELOW) WATER MAIN RATED PIPE EXISTING CURB HEIGHT INTEGRAL CONCRETE SPY` FLEXIBLE COUPLING OR ADAPTER WALK & CURB MAIN DIMENSION "L" FLEXIBLE COUPLING OR ADAPTER SAWCUT TO PROPOSED N _ 6 ° LINE (MINIMUM) CONCRETE COLLAR CURB HEIGHT • '. ,'� .h .. �_ h..+ 6' CONCRETE COLLAR 8 36 3/4° SLOPE FROM TOP OF CURB LIFT HOOKS #4 BARS ® 6" O.C. BOTH WAYS 12 49 MINIMUM CROSSOVER & SEPARATION TO MEET ASPHALT PAVEMENT CLASS "A" CONCRETE 6" #8 STONE BEDDING REQUIREMENTS FOR WATER MAINS, THE LOW POINT OF THE EXISTING 0 Q1 CONCRETE SANITARY SEWERS & STORM SEWERS CURB MUST BE MAINTAINED AND WALK IN SAME LOCATION WITH NEW CURB MANHOLE TYPE rCr NO SCALE NO SCALE C C CURB REPLACEMENT AT ENTRANCE RAMP Dow NO SCALE 1/2 TRENCH ° DEPTH MIN. SOIL =' ' [6- 2,_X., 6„ ��B• PLACEMENT J CONTROL JOINT (TYR.) OU LET TOOLED CONTROL JOINT 1/4" SLOPE FRCM TOP OF CURB 1' 1' WIDE, MIN. 1" DEPTH = � PIPE APPLIED ANTI - SPALLING BROOM FINISH TO MEET ASPHALT PAVEMENT �4 4 - 1 �' BEDDING COMPOUND WITHIN 5' OF PAVEMENT AND UNDER 01 r PLAN VIEW v MATERALTPER�I.DO.H.IMEC MECHANICAL • 4 4 z TOP of COMPACTION TO 95% PROCTOR DENSITY. SLOPE CHECK DITCH CHECK JOINING FENCES • INTEGRAL CONCRETE F � GRANULAR b0,° °• O O ° WALK & CURB '— BACKFILL 0 ° b0 ° 00 obo ° b0 ebo, ..b.- 0 b0 POST NON —WOVEN 0. 0 q �. �. ° 0 0.0 0 a O' _8 CRUSHED STONE HAND TAMPED FABRIC NOTES DRIVE PAVEMENT RAMP CONCRETE WALK R WALKED IN PER SPECS. SEE PLANS FOR POST LAR BACKFILL -1 I _ _ _ _ _ _ _t JOINTS — CONCRETE CURB I a 12" MIN. CASTING TYPE _ _ _ _ � FLOW II I� I I) II I II I II I II �I I FI I II I_ 1') (SEE PL°ALNOR ANY ARIATIONS) e BACKFILL a a ?ACTED AND WELL 2.) EXPANSION JOINTS 20' —O" O.C. MAX. I.D. ALL OSHA STANDARDS TO BE 6 24" GROUND NED SUBGRADE (SEE PLANS FOR ANY VARIATIONS) 4" CONCRETE TRENCH PROTECTION LINE 4 2 CONCRETE WALK DETAIL SECTION C —C 3" MIN. 4" MIN. NO SCALE BELOW BELL BELOW BARREL HANDICAP RAMP DETAIL 1 25 X O.D. + 12" EXISTING NO SCALE MINIMUM WIDTH NON —WOVEN BOTTOM OF WHEN JOINING TWO OR MORE FILTER TRENCH dt BEDDING DETAIL j EXTENDSABRIOC TRENCH 6" X 6" TRENCH DITCH SILT FENCES TIE THE TWO BUILDING WALL AND /OR NO SCALE I ' SILT FENCE DETAIL EXISTING NOSTNYLON TOGETHER CORDSWITH TOOL BOTH SIDES OF APPLIED JOINT SEALER OVERHANG '. • NO SCALE EXPANSION JOINT 1/2" PERFORATED NOTE 6" CONC. PRECAST OR EXPANSION MATERIAL 5' -0" MIN. OR POURED IN PLACE SEE NOTE #3 •' �. ti _ _ INLET TYPE "Jr °'. • • ,• • ° • A > B TRANSFORMER NO SCALE L M TYPE NO. 1 EXPANSION JOINT TO CONCRETE SLAB D BOTTOM OF PAVEMENT FRONT SIDE �' EXPANSION JOINT DETAIL TYPE N0. 2 NO SCALE HIGH VOLTAGE 12 APPROX. LOCATION 7' CONCRETE FILLED 6" STEEL POST i FRONT z OF H.V. BARRIER 4' -0" ABOVE GRADE, SET IN CONCRETE STABILIZATION Q OF PAD - SEE NOTE NO. 2. TYPE NO. 3 PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. a z O PERMANENT A / /// I / /// �/ 1/► LOW VOLTAGE NOTES: MINIMUM SLOPE SEEDING 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON / TEMPORARY D I / / /� —� ,GRADE AS PER c 1 8' PER FOOT PANS PAD BY I.P.L FRONT SIDE OF PAD. B C 2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS _ _ SEEDING 1" H.A.C. SURFACE PLAN VIEW VEHICULAR C PROTECT LAR TRAFF C FORMER WHEN EXPOSED TO • '° • ' °• -00' ' • ° 1 MINIMUM SLOPE + E 0 °00,0 °.0 �•8•° ° o °'•° o00 �° .0 0 8.0 3.) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL PLAN 1 STEEL TEE o • ,0 2" H.A.C. BINDER /8" PER FOOT POST ® 10' O.C. MULCHING 6" THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE IT— 2" COMPACTED AGGREGATE #53 3" MIN. 11 1/2" MAX. TRANSFORMER PAD 10' FEET. - CLASS "B" CONCRETE , ,, — 1 GRADE 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT. TYPE No. 3 COMPACTED AGGREGATE #� 5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYEGRASS 20% COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 ". / 45' BEND MINIMUM SLOPE PLUS 2 TONS OF STRAW MULCH/ ACRE COMPACTED SUBGRADE i TRENCH WALL 1/8" PER FOOT LIGHT DUTY 6.) METALLIC CONDUITS SHALL NOT BE INSTALLED IN ELBOW APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. CROSS SECTION PAD MOUNTED TRANSFORMERS. TYPICAL PAVEMENT SECTION 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING B = SPRING OATS 3 BUSHEL PER ACRE NO SCALE ELECTRODE CONDUCTORS SHALL BE CONNECTED AT _ C = WHEAT OR RYE 2 BUSHEL PER ACRE PAD MOUNTED TRANSFORMER LOCATIONS. II D = ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.) ' 8.) MAXIMUM — 9 CONDUITS, ONE CIRCUIT PER CONDUIT. 9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE TO ELECTRIC UTILITY COMPANY. SELTION E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) SEWER MAIN CLASS "B" CONCRETE SNOW FENCE ALONG GRADE AS PER + DRIP LINE OF TREE / I / IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. PLANS STOCK NO. KVA WT. A B C D L M N KVA CLASS "B" CONCRETE FENCE TYPE TO BE 1703 -506 150 -300 5800 75 80 44 15 1/2 9 15 19 1/2 150 -300 BLOCKING OF "T" OR SUBMITTED FOR REVIEW) IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD 1 1703 -507 1703 -507 10,100 84 84 44 20 9 15 19 1/2 500 -1000 'Y' BRANCH TYPE NO. 2 /2" H.A.C. SURFACE TYPE No. 1 TREE PROTECTION DETAIL 'o• 1703 -508 1500 12,600 84 84 48 18 9 17 23 1 2 1500 NO SCALE 000 0 000 0.0 000° 000 0° 0,0 000° 4" H.A.C. BINDER ALL DIMENSIONS ARE IN INCHES TYPICAL CONSTRUCTION FOR LATERAL CONNECTIONS o•° _ TYPE 192&3 8 COMPACTED AGGREGATE #53 NO SCALE SEEDING NO SCALE LE COMPACTED SUBGRADE CONCRETE PAD FOR THREE PHASE HEAVY DUTY TRANSFORMER 150 -1500 KVA TYPICAL PAVEMENT SECTION NO SCALE NO SCALE rr,