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HomeMy WebLinkAbout031-85.9�6Z 22j R/W LINE � � 2`3 gtv `t. 29 04 • —STR. NO 121 2'CONC. ROLL CURB TC - 862.50 • b Sp m. -R/W LINE 2 5' 13' II I /00'0 13 NELLIS COURT S-11 yin!_ R/W LINE STI? NO. /20 L9 6A 29 84 • \ TC. -AGO 84 �LO 87 6/27 2' CONC. ROLL CURB d o- Co m o 19.00' h 25' 6(' its IY 0-1 w 12' t I� 25' BAC:( TO LACK DRIVE a N1 N R/W LINE Z 7' I 2' I 11' I II, 1 21 \, }6/7/ i } I ` CONC. ROLL CURB CCNC. RCL! CUP,H 6/ss ! I RCFIL_ GRADE { j I I I_ a. o \ �— SLCPE I� t Per `i. rain. :.SLOPE 1/4' Pw ft. min. —� N N>+lt+:.r' — ; iii, -� CD y PREP -APED SUO"RA" E Ptr !NCIANA P I I" SURFACE STATE HIGHWAY SPECS. NS 207. CD o \ CD i R t N c6 3" BINDER / 6 � N 4" N° 53 STONE AGG. BASE J 5" N° 2 STONE BASE ! t R!Y: LINE---_ i 113 L I 25' 1 + TYPICAL 26 STREET REET 4 SCALE: I NO 772 A N ENAH 50' RIGHT OF WAY Neenah N°R-3501Nw/Type A Grate Grade Pavement 860 6 bt • �� • Y. 1• �•.. per N° 2 Stone m 24!'x 24to AO; '.r' o I I Varlable > I ; Pipe Size 1 (18 Max.) I �_ -•--• -� CD ,.p ' 'r . 42"x42" Base ROLL CURB INLET DETAIL SCALE: I/2 = I -01 SOIL PLACcMENT G - — 6-I"X 6tSlots to 61 be Equally Spaced. I� - / 3- 1" X 6Slots to e' be Equally Spaced. ER FOR SEDIMENT ,1 SLOTTED RIS RETENTION.. s-11 BEND ps 1r �ROP �' e° ( DPI PE 24"MAX. PI PE DIA, DIA. VARIES -�� CONCRETE 4 ENCASEMENT t �[ \N0. R -2560-E-1 NEENAH 12• r�Ir /BEEHIVE CASTING) IN PLACE OR PRECAST REINFORCED :, ': .�' t% r • �= t' I CONCRETE .:� ... �• . >' , ata J �1 •* • �. • * . • • • ; ° 2 ��d-,i i ,-,rta.7. ENLARGE FOOTI G 6•-0 SQUARE STON r jo r STO IE •' FOR DROP PIPE, 2'-0 M1r1. _ = PRECAST REINFORCED CONCRETE MANHOLE- 0�_ _ - -- WEEP HOLES 0 , =� fQR STORM AND SANITARY SEWER S-11 WITH DROP PIPE W JI Z m REINFORCED CONCRETE PIPE Q 1 Z I -THREADED ROD > `� '- l ----ROD HOLDER W (1) LINE 0.116 PIPE 1 o r z - a W. W. F. a'- o SauARE ©ASE r BEEHIVE INLET DETAIL. 1 1 REINFORCED EDGE q1 i I 12" MIN. _ 1/2 TRr_ -�-FULLY COMPACTED DEPTH MIN. ( GRANULAR BACKFILL i 3•' MIN. T— —I BEDDING MATERIAL lYnrr. tullI CLASS ,•B„ BEDDING DETAIL I• 4' 4 Q' I- W - 0 e FOR RtG EE ASTM C:2. • FOR PLE)C9LE PIPE SEE ASTM J-232 . U Z1 Ujj I BEDDING t TRENCH DETAIL 9 s-11 I 12 �C.TOC.(MAX.) J .I L SLOPE Riser Rings Ash Required Joints Bulk Mastic, Stick or Rubber Type - Gaskets. DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE V( -GRADE OR PAVEMENT PIPE DIA. IN INCHES 1 TYPE CASTIN1181 [) I f.1 E tl S 10 tl APPROX. SLOPE A +I" 13 (f,1AX.) 11 _' 1" L • II%z' RISER RINGS AS REO'D.$; 1Z C.1-1 R.C.P. 12 .063 063 15 EGLIN DRIVE 6 26 CED CONRETE �MaEIv�1OLE SECTIREINFOIAND STEPs AT , WYE AND DROP 10 6 :' SHALL CONFORM TO A 5 TM C479 S'll PIPE TO BE SAME SIZE R C. P. 16 LATEST REVISION 9 AS INCOMING PIPE. 6 6 36 *RUBBER GASKETS SHALL CONFORM 2 1!2 JOINTS BULK MASTIC 21 .063 TO A.S.TM. C443 LATEST REVISION. 13 STICK OR RUBBER 48 21/2 R.C.P 24 GASKETS 12 16 8 CUL-DE-SAC DETAIL 60 2 I/ — R.C.P 30 .079 CONCRETEN PIPS.DAM :�� 9 60 72 84 21/Z RCP 36 .099 16 PIPE CIA.VARIE�• II 69 %.ETER RC P 42 .099 18 27 12 ro 90 21/4 R.C.f? 11 C.P -1 40 .099 � ,'� 30 12 1 2 84 WYE4'.0 '+ 2 54.099 D14 1 8 • �.: 1 14 11'.1 450 * .. Neenah N°R-3501Nw/Type A Grate Grade Pavement 860 6 bt • �� • Y. 1• �•.. per N° 2 Stone m 24!'x 24to AO; '.r' o I I Varlable > I ; Pipe Size 1 (18 Max.) I �_ -•--• -� CD ,.p ' 'r . 42"x42" Base ROLL CURB INLET DETAIL SCALE: I/2 = I -01 SOIL PLACcMENT G - — 6-I"X 6tSlots to 61 be Equally Spaced. I� - / 3- 1" X 6Slots to e' be Equally Spaced. ER FOR SEDIMENT ,1 SLOTTED RIS RETENTION.. s-11 BEND ps 1r �ROP �' e° ( DPI PE 24"MAX. PI PE DIA, DIA. VARIES -�� CONCRETE 4 ENCASEMENT t �[ \N0. R -2560-E-1 NEENAH 12• r�Ir /BEEHIVE CASTING) IN PLACE OR PRECAST REINFORCED :, ': .�' t% r • �= t' I CONCRETE .:� ... �• . >' , ata J �1 •* • �. • * . • • • ; ° 2 ��d-,i i ,-,rta.7. ENLARGE FOOTI G 6•-0 SQUARE STON r jo r STO IE •' FOR DROP PIPE, 2'-0 M1r1. _ = PRECAST REINFORCED CONCRETE MANHOLE- 0�_ _ - -- WEEP HOLES 0 , =� fQR STORM AND SANITARY SEWER S-11 WITH DROP PIPE W JI Z m REINFORCED CONCRETE PIPE Q 1 Z I -THREADED ROD > `� '- l ----ROD HOLDER W (1) LINE 0.116 PIPE 1 o r z - a W. W. F. a'- o SauARE ©ASE r BEEHIVE INLET DETAIL. 1 1 REINFORCED EDGE q1 i I 12" MIN. _ 1/2 TRr_ -�-FULLY COMPACTED DEPTH MIN. ( GRANULAR BACKFILL i 3•' MIN. T— —I BEDDING MATERIAL lYnrr. tullI CLASS ,•B„ BEDDING DETAIL I• 4' 4 Q' I- W - 0 e FOR RtG EE ASTM C:2. • FOR PLE)C9LE PIPE SEE ASTM J-232 . U Z1 Ujj I BEDDING t TRENCH DETAIL 9 s-11 I 12 �C.TOC.(MAX.) J .I L SLOPE Riser Rings Ash Required Joints Bulk Mastic, Stick or Rubber Type - Gaskets. DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE TYPE OF PIPE PIPE DIA. IN INCHES GAGE [) I f.1 E tl S 10 tl APPROX. SLOPE A +I" 13 (f,1AX.) 11 _' 1" L • II%z' W •2" 1Z C.1-1 R.C.P. 12 .063 063 7 8 Q 6 26 30 15 10 6 31 36 21/2 R C. P. 16 .063 9 12 6 6 36 42 2 1!2 R.C.F' 21 .063 10 13 41 48 21/2 R.C.P 24 .079 12 16 8 51 60 2 I/ — R.C.P 30 .079 14 19 9 60 72 84 21/Z RCP 36 .099 16 22 II 69 2 1/2 RC P 42 .099 18 27 12 18 90 21/4 R.C.f? 11 C.P -1 40 .099 I0 30 12 1 2 84 102 2 54.099 1 1 8 33 87 1 14 11'.1 NOTE: • FOR CORRUGATED METAL PIPE USE NEXT SMALLER DIAMETER END SECTION. CND SECTION DETAIL aD I N 12' 71 4' IIS 1 CONC. 13 WALK LL Ic 101 c ❑❑ ❑ ❑ ❑❑ ❑ ❑❑ ❑❑ ❑ ❑❑ ❑ ❑ 11 iD D D Neenah N-° R -1772-A Type Casting Cover sealed -` in place NOTE: • Bell holes shol I be provided and the trench prepared to that the bottom Is properly supported thoughout its langth. ADprox 90° A Poured In Place Or Precast Concrete PRECAST REINFORCED CONCRETE MANHOLE I VARIE -rvn11`% n I C\AIA I c c= It"Ti(1A1 SCALE: I 3` MAIN SEWER �\ Normal orode I/aM Der ft. -,use 6� tower pipe unless I otherwise specified. -Long radius cove SECTION A -A ISOMETRIC SKETCH diameter as specifled on plan L.� PLAN A HOUSE CONNECTION TO MAIN SEWER NOTE: Precast Reinforced Concrete DRAINAGE 81 UTILITY ESM'T. Manhole Sections And Steps Shall Confirm To A. S.T. M. C 478 Latest Revision. Rubber Gaskets Shall �•\ Confirm To A.S.T. M. C443 Latest Revision. 1 - -� K Tapered Cone Section -I M t -t—Joints-Bulk Mastic, ( 4'- 0 Dia. f 1 1 Stick or Rubber Type I1 f l Gaskets. Cover sealed -` in place NOTE: • Bell holes shol I be provided and the trench prepared to that the bottom Is properly supported thoughout its langth. ADprox 90° A Poured In Place Or Precast Concrete PRECAST REINFORCED CONCRETE MANHOLE I VARIE -rvn11`% n I C\AIA I c c= It"Ti(1A1 SCALE: I 3` MAIN SEWER �\ Normal orode I/aM Der ft. -,use 6� tower pipe unless I otherwise specified. -Long radius cove SECTION A -A ISOMETRIC SKETCH diameter as specifled on plan L.� PLAN A HOUSE CONNECTION TO MAIN SEWER I BUILDING LINE 4 I--- MIN.-� z a 1 I � o I J-- Proposed finished grade elevations at front corners N varies. /-RIGHT OF WAY LINE er -SIDEWALK---* ,,,�BACK OF CURB • The location of houses (depicted by rectangles) and the"finish ground grade connected thereto, are intended as guide -lines only, showing how each lot may be graded to drain effectively. The "finish ground grade"should however, be treated as a minimum elevation, and the same drainage pattern should be maintained but adapted to the particular house selected for each lot. TYPICAL LOT 2 SCALE:1 =201 4 1/;," BACKFILL EMENT FROSIO CONTROL- sib • Land alterations which stip the land of vegetation, including regrading, Ghali be done in w .m � COMPACTED o May that will minimize erosion. Whenever feasible, natural vegetation shall be retained, proiected and supplemented. SUBGRADE • The duration of time which an area remai s exposed shall Ge kept to a minimum. The orec + shoal be slaCilized os quickly as procli ..1. 3 2'- 0.t • Tem"rory vegetation or mulching shill be used to protect exposed areas d'iring-- • Permanent and fina! vegetation or structural erosion control devices shol I b I. soon as practical under the circumstances. •Sediment in run-off water shall be lrupp.:J by the use of such methods as debris basins, 21 CONCRE-TE ROLL CURB S GUTTER sediment basins and silt traps until the disturbed area is stabilized. SCALE: 11/�" = I 1-011 Y v W I U W H 0 �J m Q 0 Z INC U W J Z U U Q O N o >1 m 0 W_ W W v N 00 Co N § Z O ab ao N �o Q _ m ON M0 CL n 2 a� O a U O a: a Z �a 2 CLz W W H Z Q� a Z0 W 0.Z Cr 0 o W%.- O Z 9 > = C 6) N GCC D >M U — Lu 0Q C � Z Z� U �N Z Z W 1 2 J 12 0 0 cn Z W J Y W Q Cn 0 W ~ J ~ Q Z w i oQ z Ow w V W tJr W � a 4 W C SHEET OF 11 Proposed finished grade DRAINAGE 81 UTILITY ESM'T. elevations at back corners varies. u w CJ I �- H i d3 Ld co Fj I : a 'o I Proposed side yard O elevations varies from 5.0 % to 21.0%. I BUILDING LINE 4 I--- MIN.-� z a 1 I � o I J-- Proposed finished grade elevations at front corners N varies. /-RIGHT OF WAY LINE er -SIDEWALK---* ,,,�BACK OF CURB • The location of houses (depicted by rectangles) and the"finish ground grade connected thereto, are intended as guide -lines only, showing how each lot may be graded to drain effectively. The "finish ground grade"should however, be treated as a minimum elevation, and the same drainage pattern should be maintained but adapted to the particular house selected for each lot. TYPICAL LOT 2 SCALE:1 =201 4 1/;," BACKFILL EMENT FROSIO CONTROL- sib • Land alterations which stip the land of vegetation, including regrading, Ghali be done in w .m � COMPACTED o May that will minimize erosion. Whenever feasible, natural vegetation shall be retained, proiected and supplemented. SUBGRADE • The duration of time which an area remai s exposed shall Ge kept to a minimum. The orec + shoal be slaCilized os quickly as procli ..1. 3 2'- 0.t • Tem"rory vegetation or mulching shill be used to protect exposed areas d'iring-- • Permanent and fina! vegetation or structural erosion control devices shol I b I. soon as practical under the circumstances. •Sediment in run-off water shall be lrupp.:J by the use of such methods as debris basins, 21 CONCRE-TE ROLL CURB S GUTTER sediment basins and silt traps until the disturbed area is stabilized. SCALE: 11/�" = I 1-011 Y v W I U W H 0 �J m Q 0 Z INC U W J Z U U Q O N o >1 m 0 W_ W W v N 00 Co N § Z O ab ao N �o Q _ m ON M0 CL n 2 a� O a U O a: a Z �a 2 CLz W W H Z Q� a Z0 W 0.Z Cr 0 o W%.- O Z 9 > = C 6) N GCC D >M U — Lu 0Q C � Z Z� U �N Z Z W 1 2 J 12 0 0 cn Z W J Y W Q Cn 0 W ~ J ~ Q Z w i oQ z Ow w V W tJr W � a 4 W C SHEET OF 11