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HomeMy WebLinkAboutC600 DetailsSTOCK NO. KVA WT, A B C D LM AWAY FROM CURB N KVA 1703 -506 150 -300 5800 75 80 44 15 1/2 9 15 19 1/2 150 -300 1703 -507 1703 -507 10,100 84 84 44 20 9 15 19 1/2 500 -1000 1703 -508 1500 12,600 84 84 48 18 9 17 23 1/2 1500 DIMENSIONS DRAINAGE DIRECTION A B AWAY FROM CURB 6 3/4" 6" TO CURB 6" 6 3/4" M N 0 0 0 Z J D 0 a) c o Q) co J 0 a) d a) 0 a) 0 J SLOPE 1/4" PER 1' -0" TOOLED EDGE FINISH GRADE R T I 1 =1i 1 =111: I1�1 11 1I.111' 0 CONCRETE STOOP DETAIL NO SCALE r GRANULAR BACKFILL TOOLED CONTRACTION JOINT 1/4" WIDE, MIN, 1 1/2" DEPTH 1/8" FT. 1 9.*.tA f� fo 0 !1�i�1 0 �f }�i ififh COMPACTED SUBGRADE 1.) A /2" DEEP 1= I 1 1 24) SEE CONCRETE WALK SECTION FOR II LOCATION OF JOINTS, 3,) FULL DEPTH SEPARATORS ARE NOT 6" PERMITTED EXCEPT AT EXP, JOINTS, INTEGRAL WALK AND CURB NO SCALE 4" CONC. SIDEWALK W/ 6x6 10/10 WELDED WIRE FABRIC EXPANSION JOINT r e.iiisop51 ∎174.1iS�u iii -417:4 t; t t iiSti `r:ii ►ter•:S10 e.•_.., ,A :iw r t ?r!t 14 =111= TI 4" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE z 0 =fm e 4" REBAR CONT. AT TOP BOTTOM 4 e. a' -III= 11 I� p1 .g •t •„fir: VARIES 1 L=I 1 r• LIE 6" VARIES (SEE PLANS 6x6 10/10 WELDED WIRE FABRIC /BROOM FINISH M TURN DOWN SLAB 1' -0" BELOW GRADE ON OUTER SIDES •4 d I 6 =III= II�I m IT' 6" 1=11 5' -0" BETWEEN CONTROL JOINTS d •A NOTE: JOINTS SHALL BE CUT WITH A JOINT R HAVING A RADIUS OF AND FILLED WITH 1/4 JO FFIILLE R 1 I -11 Rs. 0 0 7 It BUILDING FACE EXPANSION JOINT 0 BUILDING FLOOR SLAB GRANULAR BACKFILL APPLIED ANTI SPALLING COMPOUND 1 "RADIUS TOOLED ROUND EDGE cD PAVEMENT 6x6 10/10 WELDED WIRE FABRIC BROOM FINISH 1/4" FT. TURN DOWN SLAB 1' -0" BELOW GRADE ON OUTER SIDES 20' BETWEEN EXPANSION JOINTS (MAX.) I CONCRETE WALK SECTION NO SCALE R N ICI III -III COMPACTED AND WELL DRAINED SUBGRADE CONCRETE STOOP DETAIL (ADJACENT TO SIDEWALK) NO SCALE 6x6 10/10 WELDED WIRE FABRIC BUILDING FACE EXPANSION JOINT 0 BUILDING FLOOR SLAB 4" GRANULAR BACKFILL 4" GRANULAR BACKFILL TOPSOIL BACKFILL 0 TOOLED CONTROL JOINT 1/4" WIDE, MIN, 1 DEPTH COM SPALLINC COMPACTED AND WELL DRAINED SUBGRADE I� 6" MIN. FLOW eQ- 0 1% 150' PLAN .r 4 41,7 4. 51• It •_.ifs',. Pcnof '�f� ��,�f f� .cif 16" SLOPE 1/2 "/FT SLOPE 1/2 /FT ,4. r 4 q 4 P 1 AI ul =idyl =11 u. u- m =m =1T1= m COMPACTED SUBGRADE NOTES: 1.) CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB, SEE DASHED LINE FOR DRAINAGE TO CURB. 2.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO A DEPTH OF 1 1/2". 3.) FULL DEPTH SEPARATIONS ARE NOT PERMITTED EXCEPT AT EXPANSION JOINTS. 4.) EXPANSION JOINTS TO BE PLACED AT 100' MIN, COMBINED CURB &GUTTER NO SCALE 6" STONE DEPTH w r (MIN) II O N 0 0- GRADE 0 1% OR AS SHOWN BELOW 125' T 25' 0 2% R.- PROFILE NOTE: 1, STONE SIZE SHALL CONFORM TO ASTM D48 SIZE #1 (1 1/2" TO 3 1/2" DIA.), 2. PERIODIC 2" STONE TOP DRESSING WASHING AS REQUESTED BY COUNTY /CITY. TEMPORARY CONSTRUCTION ENTRANCE DETAIL NO SCALE 6x6 10/10 WELDED WIRE FABRIC BROOM FINISH 1 NOTES: 1 S EE E T P G JOINTS V� TIONS) 2.) EXPANSION JOINTS 20' --0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) CONCRETE WALK DETAIL NO SCALE STANDARD HEX. HEAD BRASS PLUG. TOP OF CASTING ELEV. AS SHOWN IN PLANS. GROUND LINE 12" X 12" X 4" CONC. COLLAR 1/4" PER 1' -0" SLOPE ON BOTH SLABS 6" PIPE COMPACTED GRANULAR AGGREGATE 6" CONC. CURB TYPICAL TRASH PAD SECTION NO SCALE TOP OF CURB ELEV. SEE GRADING PLAN CONCRETE CURB END TAPER NO SCALE ii TOOL BOTH SIDES OF EXPANSION JOINT MN EXPANSION JOINT TO BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL NO SCALE PAVEMENT 0" MAX. •I II II rl I l 45' ELBOW INVERT ELEV. AS SHOWN IN PLANS CLEAN OUT NO SCALE 4" CONC. SLAB WITH w R B E FABRIC WELDED '-0" a PAVEMENT TRANSVERSE EXPANSION JOINTS (TYP.) FINISH FLOOR 4. SANITARY BUILDING DRAIN APPLIED JOINT SEALER 1/2" PREFORMED EXPANSION MATERIAL CONCRETE SLAB PIPE CLAMP 305 STAINLESS STEEL 6" CONC. SLAB WITH 3 BARS, 12 "0.C. 0TH WAYS PAVEMENT OR GRADE w E2 FLEXIBLE CONNECTOR KOR -N -SEAL ASSEMBLY NO. S206-48 OR EQUAL PROPOSED BUILDING 1/2" PREFORMED EXPANSION MATERIAL EXPANSION JOINT TO BOTTOM OF PAVEMENT NOTE: WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED Al THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING, CURB JOINT DETAIL NO SCALE KOR-N-SAL DETAIL NO SCALE GRADE AS PER PLANS TTT- ...,e, ASPHALT WALK PAVEMENT SECTION NO SCALE EMI EXPANSION JOINT AT BUILDING DETAIL NO SCALE FLUSH WITH SURFACE CONTRACTION JOINT NO SCALE TRANSVERSE CONTRACTION JOINTS (TYP,) 7 STRUCTURE WALL KORBAND VARIES COMPACTED SUBGRADE APPLIED JOINT SEALER TOOLED EDGE 10' OR FULL PANEL 1/8 -1 1/4" DEEP SAWED OR TOOLED JOINT WITH JOINT SEALER d/4 CONCRETE SLAB BOTTOM OF CURB PROVIDE BLOCKING TO CENTER PIPE IN OPENING 1 H.A.C. SURFACE 2" H.A,C. BINDER 4" COMPACTED AGGREGATE #53 CONCRETE FLAT SLAB TOP SHALL BE USED IN LIEU OF ECCENTRIC CONES FOR SHALLOW MANHOLE CONSTRUCTION OR AS SCHEDULED NOTE: STREAMLINE ALL CHANNELS USING CLASS "A" CONC. L 4' -0" DIA. TYPE IS 50 DIA, TYPE IIS NOTE: PREFORMED BUTYL +`'UBBER SEALANT BETWEEN MH ADJUSTING RINGS MAY BE USED IN LIEU OF CEMENT MORTAR ORIENT M.H. SECTIONS TO PLACE STEPS ABOVE CHANNEL SHELF UNLESS OTHERWISE DIRECTED MH FRAME AND COVER NEENAH R -1642, OR EQUAL FOR WATERTIGHT INSTALLATIONS NEENAH R- 1916 -F, OR EQUAL CEMENT MORTAR ADJUSTING RINGS 8" MIN. 12" MAX, 1/2" CEMENT MORTAR "0" RING GASKETS A,S.T,M. C443 M.H, STEPS 0 16" C/C NEENAAH 1642,, OR EQUAL FOR WATERTIGHT INSTALLATIONS NEENAH R- 1916 -F, OR EQUAL rA111111111111111112WIIIIIIIIIIIL FINISHED PAVEMENT THREADED ROD (4 REQ'D) PREFORMED BUTYL RUBBER SEALANT STRIPS, CONCRETE SEALANT INC, TYPE CS -202 OR EQUAL IN EACH JOINT, SANITARY SEWER DETAILS NO SCALE z 0 0 cc a w U O J 0 ci w a a 1— W cc W 1- 0 2 H CD N W CO S z z w a F d 104, E 0 N 0 0 N N 0 0) 0 a) 0) CO OD 0 a) 4- 0 0 0 (1) c0 0 c0 N LLI 0 0 0 0 0 c0 rn a) 0 0 0 PRECAST CONCRETE PARKING BARRIER WITH 2 #3 REBARS USE 4000 PSI CONCRETE 5 REBAR 1' -6" LONG WITH 3/4" HOLE CAST CURB, BUILDING, EDGE OF PAVEMENT OR STRIPES 1" BEVELED EDGE CONTINUOUS PRECAST CONCRETE WHEEL STOP NO SCALE I 3 4» EXISTING CURB HEIGHT SAWCUT TO PROPOSED CURB HEIGHT THE LOW POINT OF THE EXISTING CURB MUST BE MAINTAINED AND I IN SAME LOCATION WITH NEW CURB L- J CURB MODIFICATION AT ENTRANCE NO SCALE /ww tainjlg ittWalsaiR Ati g_it� 1 1 1 ,I I I I GRADE AS PER PLANS NOTE: PAVEMENT SECTION BASED ON TYPICAL SITE CONDITIONS. ANY AREAS OF BAD SOILS MUST BE REMOVED AND RECOMPACTED TO 95% MODIFIED PROCTOR. HEAVY DUTY TYPICAL PAVEMENT SECTION NO SCALE 1" H.A.C. SURFACE 2" H.A.C. BINDER 3" COMPACTED AGGREGATE #53 5" COMPACTED AGGREGATE #2 COMPACTED SUBGRADE GRADE AS PER PLANS Iw �wwwwwwwwwwwwwwwwL B NOTE: PAVEMENT SECTION BASED ON TYPICAL SITE CONDITIONS. ANY AREAS OF BAD SOILS MUST BE REMOVED AND RECOMPACTED TO 95% MODIFIED PROCTOR. kin grad r H.A.C. SURFACE 2" H.A.C. BINDER 6" COMPACTED AGGREGATE #53 COMPACTED SUBGRADE REGULAR DUTY TYPICAL PAVEMENT SECTION NOTE: WHEN LATERAL SEPARATION IS 10' OR GREATER NO VERTICAL I CLEARANCE IS NEEDED. M TY WATER MAIN SANITARY OR STORM SEWER WATER MAIN 440 I SANITARY OR STORM SEWER 1 (MIN. SANITARY OR 2. STORM SEWER WATER MAIN 0 10' (MIN.) FRONT OF PAD 3 MIN. WATER MAIN RATED PIPE 1 S�A IT ?E BO E LPASES RY S WATER MAIN RATED PIPE FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR HIGH VOLTAGE APPROX. LOCATION OF H.V. BARRIER LOW VOLTAGE PAD BY I,P.L. PLAN VIEW 1 1/2" MAX. Nme Ewa CROSS SECTION CONCRETE PAD FOR THREE PHASE TRANSFORMER 150 -1500 KVA NO SCALE 10 MIN. WATER STORM SE 6" THICK CONCRETE TRANSFORMER PAD GRADE WATER MAIN FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR MINIMUM CROSSOVER SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS STORM SEWERS NO SCALE BUILDING WALL AND /OR OVERHANG //z TRANSFORMER PAD ALL DIMENSIONS ARE IN INCHES 5' MIN, OR SEE NOTE #3 FRONT SIDE r' 12" 7' CONCRETE FILLED 6" STEEL POST 4' -O" ABOVE GRADE, SET IN CONCRETE. SEE NOTE NO. 2. NOTES: 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON FRONT SIDE OF PAD. 2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS TO PROTECT TRANSFORMER WHEN EXPOSED TO VEHICULAR TRAFFIC. 3.) IF ADJACENT TO WINDOW. 0008, COMBUSTIBLE WALL OR OVERHANG, THE MINIMUM DISTANCE SHALL BE 10' FEET. 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT, 5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 6,) METALUC CONDUITS SHALL NOT BE INSTALLED IN PAD MOUNTED TRANSFORMERS. 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING ELECTRODE CONDUCTORS SHALL BE CONNECTED AT PAD MOUNTED TRANSFORMER LOCATIONS. 8.) MAXIMUM 9 CONDUITS, ONE CIRCUIT PER CONDUIT, 9,) THE TRANSFORMER SHALL BE READILY ACCESSIBLE TO ELECTRIC UTILITY COMPANY, SANITARY SEWER BENCH SLOPE 1/2" PER FOOT STANDARD MANHOLE BENCHES NO SCALE 0 0 N 0 a) 0 SHEET NO. 0 0 0 0 C CN Jr y1 tJ °e°eeo 1� fir ��i+T,a Jd/ i391S ,,,NO Irigi C600 0 uu I- VJ W ce CI 0 'vy TOP OF CURB ris A te a I•, i •d .d d t; M N 0 0 0 Z J D 0 a) c o Q) co J 0 a) d a) 0 a) 0 J SLOPE 1/4" PER 1' -0" TOOLED EDGE FINISH GRADE R T I 1 =1i 1 =111: I1�1 11 1I.111' 0 CONCRETE STOOP DETAIL NO SCALE r GRANULAR BACKFILL TOOLED CONTRACTION JOINT 1/4" WIDE, MIN, 1 1/2" DEPTH 1/8" FT. 1 9.*.tA f� fo 0 !1�i�1 0 �f }�i ififh COMPACTED SUBGRADE 1.) A /2" DEEP 1= I 1 1 24) SEE CONCRETE WALK SECTION FOR II LOCATION OF JOINTS, 3,) FULL DEPTH SEPARATORS ARE NOT 6" PERMITTED EXCEPT AT EXP, JOINTS, INTEGRAL WALK AND CURB NO SCALE 4" CONC. SIDEWALK W/ 6x6 10/10 WELDED WIRE FABRIC EXPANSION JOINT r e.iiisop51 ∎174.1iS�u iii -417:4 t; t t iiSti `r:ii ►ter•:S10 e.•_.., ,A :iw r t ?r!t 14 =111= TI 4" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE z 0 =fm e 4" REBAR CONT. AT TOP BOTTOM 4 e. a' -III= 11 I� p1 .g •t •„fir: VARIES 1 L=I 1 r• LIE 6" VARIES (SEE PLANS 6x6 10/10 WELDED WIRE FABRIC /BROOM FINISH M TURN DOWN SLAB 1' -0" BELOW GRADE ON OUTER SIDES •4 d I 6 =III= II�I m IT' 6" 1=11 5' -0" BETWEEN CONTROL JOINTS d •A NOTE: JOINTS SHALL BE CUT WITH A JOINT R HAVING A RADIUS OF AND FILLED WITH 1/4 JO FFIILLE R 1 I -11 Rs. 0 0 7 It BUILDING FACE EXPANSION JOINT 0 BUILDING FLOOR SLAB GRANULAR BACKFILL APPLIED ANTI SPALLING COMPOUND 1 "RADIUS TOOLED ROUND EDGE cD PAVEMENT 6x6 10/10 WELDED WIRE FABRIC BROOM FINISH 1/4" FT. TURN DOWN SLAB 1' -0" BELOW GRADE ON OUTER SIDES 20' BETWEEN EXPANSION JOINTS (MAX.) I CONCRETE WALK SECTION NO SCALE R N ICI III -III COMPACTED AND WELL DRAINED SUBGRADE CONCRETE STOOP DETAIL (ADJACENT TO SIDEWALK) NO SCALE 6x6 10/10 WELDED WIRE FABRIC BUILDING FACE EXPANSION JOINT 0 BUILDING FLOOR SLAB 4" GRANULAR BACKFILL 4" GRANULAR BACKFILL TOPSOIL BACKFILL 0 TOOLED CONTROL JOINT 1/4" WIDE, MIN, 1 DEPTH COM SPALLINC COMPACTED AND WELL DRAINED SUBGRADE I� 6" MIN. FLOW eQ- 0 1% 150' PLAN .r 4 41,7 4. 51• It •_.ifs',. Pcnof '�f� ��,�f f� .cif 16" SLOPE 1/2 "/FT SLOPE 1/2 /FT ,4. r 4 q 4 P 1 AI ul =idyl =11 u. u- m =m =1T1= m COMPACTED SUBGRADE NOTES: 1.) CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB, SEE DASHED LINE FOR DRAINAGE TO CURB. 2.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO A DEPTH OF 1 1/2". 3.) FULL DEPTH SEPARATIONS ARE NOT PERMITTED EXCEPT AT EXPANSION JOINTS. 4.) EXPANSION JOINTS TO BE PLACED AT 100' MIN, COMBINED CURB &GUTTER NO SCALE 6" STONE DEPTH w r (MIN) II O N 0 0- GRADE 0 1% OR AS SHOWN BELOW 125' T 25' 0 2% R.- PROFILE NOTE: 1, STONE SIZE SHALL CONFORM TO ASTM D48 SIZE #1 (1 1/2" TO 3 1/2" DIA.), 2. PERIODIC 2" STONE TOP DRESSING WASHING AS REQUESTED BY COUNTY /CITY. TEMPORARY CONSTRUCTION ENTRANCE DETAIL NO SCALE 6x6 10/10 WELDED WIRE FABRIC BROOM FINISH 1 NOTES: 1 S EE E T P G JOINTS V� TIONS) 2.) EXPANSION JOINTS 20' --0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) CONCRETE WALK DETAIL NO SCALE STANDARD HEX. HEAD BRASS PLUG. TOP OF CASTING ELEV. AS SHOWN IN PLANS. GROUND LINE 12" X 12" X 4" CONC. COLLAR 1/4" PER 1' -0" SLOPE ON BOTH SLABS 6" PIPE COMPACTED GRANULAR AGGREGATE 6" CONC. CURB TYPICAL TRASH PAD SECTION NO SCALE TOP OF CURB ELEV. SEE GRADING PLAN CONCRETE CURB END TAPER NO SCALE ii TOOL BOTH SIDES OF EXPANSION JOINT MN EXPANSION JOINT TO BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL NO SCALE PAVEMENT 0" MAX. •I II II rl I l 45' ELBOW INVERT ELEV. AS SHOWN IN PLANS CLEAN OUT NO SCALE 4" CONC. SLAB WITH w R B E FABRIC WELDED '-0" a PAVEMENT TRANSVERSE EXPANSION JOINTS (TYP.) FINISH FLOOR 4. SANITARY BUILDING DRAIN APPLIED JOINT SEALER 1/2" PREFORMED EXPANSION MATERIAL CONCRETE SLAB PIPE CLAMP 305 STAINLESS STEEL 6" CONC. SLAB WITH 3 BARS, 12 "0.C. 0TH WAYS PAVEMENT OR GRADE w E2 FLEXIBLE CONNECTOR KOR -N -SEAL ASSEMBLY NO. S206-48 OR EQUAL PROPOSED BUILDING 1/2" PREFORMED EXPANSION MATERIAL EXPANSION JOINT TO BOTTOM OF PAVEMENT NOTE: WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED Al THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING, CURB JOINT DETAIL NO SCALE KOR-N-SAL DETAIL NO SCALE GRADE AS PER PLANS TTT- ...,e, ASPHALT WALK PAVEMENT SECTION NO SCALE EMI EXPANSION JOINT AT BUILDING DETAIL NO SCALE FLUSH WITH SURFACE CONTRACTION JOINT NO SCALE TRANSVERSE CONTRACTION JOINTS (TYP,) 7 STRUCTURE WALL KORBAND VARIES COMPACTED SUBGRADE APPLIED JOINT SEALER TOOLED EDGE 10' OR FULL PANEL 1/8 -1 1/4" DEEP SAWED OR TOOLED JOINT WITH JOINT SEALER d/4 CONCRETE SLAB BOTTOM OF CURB PROVIDE BLOCKING TO CENTER PIPE IN OPENING 1 H.A.C. SURFACE 2" H.A,C. BINDER 4" COMPACTED AGGREGATE #53 CONCRETE FLAT SLAB TOP SHALL BE USED IN LIEU OF ECCENTRIC CONES FOR SHALLOW MANHOLE CONSTRUCTION OR AS SCHEDULED NOTE: STREAMLINE ALL CHANNELS USING CLASS "A" CONC. L 4' -0" DIA. TYPE IS 50 DIA, TYPE IIS NOTE: PREFORMED BUTYL +`'UBBER SEALANT BETWEEN MH ADJUSTING RINGS MAY BE USED IN LIEU OF CEMENT MORTAR ORIENT M.H. SECTIONS TO PLACE STEPS ABOVE CHANNEL SHELF UNLESS OTHERWISE DIRECTED MH FRAME AND COVER NEENAH R -1642, OR EQUAL FOR WATERTIGHT INSTALLATIONS NEENAH R- 1916 -F, OR EQUAL CEMENT MORTAR ADJUSTING RINGS 8" MIN. 12" MAX, 1/2" CEMENT MORTAR "0" RING GASKETS A,S.T,M. C443 M.H, STEPS 0 16" C/C NEENAAH 1642,, OR EQUAL FOR WATERTIGHT INSTALLATIONS NEENAH R- 1916 -F, OR EQUAL rA111111111111111112WIIIIIIIIIIIL FINISHED PAVEMENT THREADED ROD (4 REQ'D) PREFORMED BUTYL RUBBER SEALANT STRIPS, CONCRETE SEALANT INC, TYPE CS -202 OR EQUAL IN EACH JOINT, SANITARY SEWER DETAILS NO SCALE z 0 0 cc a w U O J 0 ci w a a 1— W cc W 1- 0 2 H CD N W CO S z z w a F d 104, E 0 N 0 0 N N 0 0) 0 a) 0) CO OD 0 a) 4- 0 0 0 (1) c0 0 c0 N LLI 0 0 0 0 0 c0 rn a) 0 0 0 PRECAST CONCRETE PARKING BARRIER WITH 2 #3 REBARS USE 4000 PSI CONCRETE 5 REBAR 1' -6" LONG WITH 3/4" HOLE CAST CURB, BUILDING, EDGE OF PAVEMENT OR STRIPES 1" BEVELED EDGE CONTINUOUS PRECAST CONCRETE WHEEL STOP NO SCALE I 3 4» EXISTING CURB HEIGHT SAWCUT TO PROPOSED CURB HEIGHT THE LOW POINT OF THE EXISTING CURB MUST BE MAINTAINED AND I IN SAME LOCATION WITH NEW CURB L- J CURB MODIFICATION AT ENTRANCE NO SCALE /ww tainjlg ittWalsaiR Ati g_it� 1 1 1 ,I I I I GRADE AS PER PLANS NOTE: PAVEMENT SECTION BASED ON TYPICAL SITE CONDITIONS. ANY AREAS OF BAD SOILS MUST BE REMOVED AND RECOMPACTED TO 95% MODIFIED PROCTOR. HEAVY DUTY TYPICAL PAVEMENT SECTION NO SCALE 1" H.A.C. SURFACE 2" H.A.C. BINDER 3" COMPACTED AGGREGATE #53 5" COMPACTED AGGREGATE #2 COMPACTED SUBGRADE GRADE AS PER PLANS Iw �wwwwwwwwwwwwwwwwL B NOTE: PAVEMENT SECTION BASED ON TYPICAL SITE CONDITIONS. ANY AREAS OF BAD SOILS MUST BE REMOVED AND RECOMPACTED TO 95% MODIFIED PROCTOR. kin grad r H.A.C. SURFACE 2" H.A.C. BINDER 6" COMPACTED AGGREGATE #53 COMPACTED SUBGRADE REGULAR DUTY TYPICAL PAVEMENT SECTION NOTE: WHEN LATERAL SEPARATION IS 10' OR GREATER NO VERTICAL I CLEARANCE IS NEEDED. M TY WATER MAIN SANITARY OR STORM SEWER WATER MAIN 440 I SANITARY OR STORM SEWER 1 (MIN. SANITARY OR 2. STORM SEWER WATER MAIN 0 10' (MIN.) FRONT OF PAD 3 MIN. WATER MAIN RATED PIPE 1 S�A IT ?E BO E LPASES RY S WATER MAIN RATED PIPE FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR HIGH VOLTAGE APPROX. LOCATION OF H.V. BARRIER LOW VOLTAGE PAD BY I,P.L. PLAN VIEW 1 1/2" MAX. Nme Ewa CROSS SECTION CONCRETE PAD FOR THREE PHASE TRANSFORMER 150 -1500 KVA NO SCALE 10 MIN. WATER STORM SE 6" THICK CONCRETE TRANSFORMER PAD GRADE WATER MAIN FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR MINIMUM CROSSOVER SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS STORM SEWERS NO SCALE BUILDING WALL AND /OR OVERHANG //z TRANSFORMER PAD ALL DIMENSIONS ARE IN INCHES 5' MIN, OR SEE NOTE #3 FRONT SIDE r' 12" 7' CONCRETE FILLED 6" STEEL POST 4' -O" ABOVE GRADE, SET IN CONCRETE. SEE NOTE NO. 2. NOTES: 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON FRONT SIDE OF PAD. 2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS TO PROTECT TRANSFORMER WHEN EXPOSED TO VEHICULAR TRAFFIC. 3.) IF ADJACENT TO WINDOW. 0008, COMBUSTIBLE WALL OR OVERHANG, THE MINIMUM DISTANCE SHALL BE 10' FEET. 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT, 5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 6,) METALUC CONDUITS SHALL NOT BE INSTALLED IN PAD MOUNTED TRANSFORMERS. 7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING ELECTRODE CONDUCTORS SHALL BE CONNECTED AT PAD MOUNTED TRANSFORMER LOCATIONS. 8.) MAXIMUM 9 CONDUITS, ONE CIRCUIT PER CONDUIT, 9,) THE TRANSFORMER SHALL BE READILY ACCESSIBLE TO ELECTRIC UTILITY COMPANY, SANITARY SEWER BENCH SLOPE 1/2" PER FOOT STANDARD MANHOLE BENCHES NO SCALE 0 0 N 0 a) 0 SHEET NO. 0 0 0 0 C CN Jr y1 tJ °e°eeo 1� fir ��i+T,a Jd/ i391S ,,,NO Irigi C600 0 uu I- VJ W ce CI 0