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HomeMy WebLinkAboutSite Construction Details 88.01.33r v+ w N v u v ice 4Mwo de Mw iWN 9/ *@woM • n,•� -i; • r• 3 wl 'M 106 k0000001 i'' • 1I E CLASS "A" CONC. MAXIMUM RAMP SLOPE' 1:12 SID ALK ` RAMPIII LACE EXPANSION JOINT �t N/ C AT BACK OF CURB LINE OR AT SIDEWALK LINE IENT RAMP SIDEWALK PLAN VIEW ► . 4" SECTION A -A WIDTH OF RAMP CONTRACTION JOINT (TYP.)- j VAR. 1 4' MIN. I VAR -._1I r . • r rte► i_T� - I- c�^ '�-- (r._-- -.`- _.___�i}}.- „ -."'�I SECTION C -C \ I^- ------ SECTION t r' SECTION B -B FLARED SIPES::�y ~ NO E: MAXIMUM SLOPE OF THE FLARED SIDES SHALL BE 1:10 ;IDEWALK RAMP AT CURB INLET (NO SCALE) MANHOLE (DIA 'F”) MANHOLE (DIA. CASTING FRAME do COVER AS SPECIFIED PIPES ENTERLM P= ENTERMIG/ PE SIZE LEAVING AT LEAVRK. AT ( "G7 0-45 DEGREES 45 -90 DEGREES �j STANDARD PRECAST MANHOLE 6o• emW"I 60' 72' �NL 72' 64• 46` 72' 96' i ..• CONCRETE REDUCER CAP '-PREPARED SUBGRADE NOTE: TYPICAL ff"1VME11 W ASTM C -478 to w DIAMETER — NO BRICK OR BLOCK WILL Zz 6" BE ALLOWED IN MANHOLE — O -RING GASKET NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN MANHOLE JOINTS 1/2" PER FOOT SLOPE 3 "MIN. Oco Z v W -0 ��° ' INVERT ELEVATION r .-s. -- o BASE SHALL BE PRECAST AND SHALL HAVE #4 BARS Cq W 0 LEVELING AT 12" O.C. BOTH WAYS 01 REQUIRED AT BASE STANDARD STORM MA(\,r�1- ._ IPE SIZES 27 " -- (NO SCALE) FOR 0 1 w W z V A k CD 10 1 9z r- �►30EO -E ■■■ NUM /,'l7;E'M �.Pn �i! "K"061m7 O O M o ELIN > cam 00 E�E't��3 »No \ 0 .20 00 WM LL A O A •IJ U A O A ©INUM0 Ilan XL" 017 Mw0 Iffow mom oWL"M c r=���m. CLASS "A" CONC. MAXIMUM RAMP SLOPE' 1:12 SID ALK ` RAMPIII LACE EXPANSION JOINT �t N/ C AT BACK OF CURB LINE OR AT SIDEWALK LINE IENT RAMP SIDEWALK PLAN VIEW ► . 4" SECTION A -A WIDTH OF RAMP CONTRACTION JOINT (TYP.)- j VAR. 1 4' MIN. I VAR -._1I r . • r rte► i_T� - I- c�^ '�-- (r._-- -.`- _.___�i}}.- „ -."'�I SECTION C -C \ I^- ------ SECTION t r' SECTION B -B FLARED SIPES::�y ~ NO E: MAXIMUM SLOPE OF THE FLARED SIDES SHALL BE 1:10 ;IDEWALK RAMP AT CURB INLET (NO SCALE) 1/2 MANHOLE (DIA 'F”) MANHOLE (DIA. CASTING FRAME do COVER AS SPECIFIED PIPES ENTERLM P= ENTERMIG/ PE SIZE LEAVING AT LEAVRK. AT ( "G7 0-45 DEGREES 45 -90 DEGREES �j STANDARD PRECAST MANHOLE 6o• 3' -36" 60' 72' 42' 72' 64• 46` 72' 96' 1/2 FINISH GRADE OR PAVEMENT CASTING FRAME do COVER AS SPECIFIED of NON- ASPHALTIC MASTIC tai Z ^ OR BUTYL RUBBER SEAL O F BETWEEN JOINTS f- �j STANDARD PRECAST MANHOLE g 4' -0" DIA. CAP OR ECCENTRIC CONE TRANSVERSE T FULL HEIGHT MANHOLE 1/2' STEPS AS REQUIRED 16" (TYP.) .� Mond 5" i ..• CONCRETE REDUCER CAP '-PREPARED SUBGRADE NOTE: TYPICAL — MANHOLE CONFORMS TO W ASTM C -478 to w DIAMETER — NO BRICK OR BLOCK WILL Zz 6" BE ALLOWED IN MANHOLE — O -RING GASKET NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN MANHOLE JOINTS 1/2" PER FOOT SLOPE 3 "MIN. Oco Z v W -0 ��° ' INVERT ELEVATION r .-s. -- o BASE SHALL BE PRECAST AND SHALL HAVE #4 BARS Cq W 0 LEVELING AT 12" O.C. BOTH WAYS 01 REQUIRED AT BASE STANDARD STORM MA(\,r�1- ._ IPE SIZES 27 " -- (NO SCALE) FOR 1/2 PERFORMED JOINT FILLER TRANSVERSE JOINT rz of Z a CONIC. APRONS f- 0% W xx E ow TRANSVERSE T 3TX 1/2' PERFORMED JOINT FILLER 4.0 min I t' 4" CONCRETE :j �,���� '' „' I .� i ..• '-PREPARED SUBGRADE TYPICAL SIDEWALK .SECT'(' - N DRAWING: H; \2000 \W00103Q \Ccm -1bt \001030DE11.dw9 LAYOUT: Model ,/ul O5, 200 i, i 2:46pm (NO 'C:ALE) 8 ';;;° TRASH GUARDS FOR of Z a CONIC. APRONS 0% W s ow 3TX �a W .. W J. P.l. ..N"EsI L �A�S � PLATES AIIE WT - 11CLLED STUL. L wt$ • PLATES► 1 14K AAC F1111SNED , VIRTN s CAAIS Cr AwMINU64 /HINT. 3 -m1Js AAE 6ALNAMI2m { t SU Slik M AM A -10 • A -11 FIN AMOK "11311s10NS. S. TRASH S1AIN1s 1MITM WMWC O1AAMU &M AN AYA11 AN F. SWC1Ai EON , I I I COVE PLSSECAI-ID USE 6" PVC PIPE UNLESS OTHERWISE SPECIFIED ''00 S4- LONG RADIUS CURVE ISOMETRIC PLAN TYPICAL HOUSE CONNECTION TO MAIN SANITARY SEWS -F� (NO SCALE) tt / / " , 1=11- h� 111_= ►111 I -1 1III` / I. LIGHTLY COMPACTED BACKFILL 1 I I I I/ ' '� ; '� � ' /• y-/ % , �� OR PLAN SPECIFIED AND PROFILE SHEETS) ETS) I a o • O• • • O • • I. O _ I I- 1 0 0' o o •'•• i -I 1 12" MIN. 11II I o • oo • °o ° o • 111�: �-- COMPACTED Ne STONE • . o -� � -- .III • ° �, I l i I I I- .0 • �� � � ° 1111 _-- •° 1_ 0 o �� • o 0 O • °• BEDDING MATERIAL TO BE • . ° • COMPACTED #8 STONE 0/4 OR 6' MIN. ° °:a ° • % # o o O° O O O° o O_ 1 1 11 —'TI —i T I I I .III ' III. — 24'- - - --•� NOTE FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS THE TRENCH SHOULD BE OVER EXCAVATED a MINIMUM OF 6" AND REFILLED W /GRANULAR MATERIAL `,.1NIIARy 5F WI TR -'IPF (FOR FLEXIBLE PIPE, INCLUDING LATERALS) (NO �,(:AI_.E.) 7 1 6 1 5 N£ENAH R -4342 OR EOUAL SLOPE 1/4. /1P7. T.C. ELEVATION NEENAH R- 3301 -N�l ELEv. MONOLITHIC OR I . r l •r 2" WEEP HOLES �r PRECAST CONCRETE (� t N _- CONSTRUCTION 12 STONE BLOCK OR 12 STONE , CONE. WALLS r CONE. WALLS , _-I � ...r'�------- �_ -. -_:_ _L III -I1- Dim M 3114' (tyP•) I I r VAR. PIPE IZE 1 . VAR. PIPE SIZE IITN�� �j i,, VAR. ASE SIZE 18 MAX. id" MAX. r , r— 3' S0. CONE. BASE —"I 4 -0" SO. CONC. BASE --I (1) LINE 0.116" PIPE MESH W.W.F. (I) LINE 0.116" P /PE MESH W.W F (:UREA' I/`�ll__ET Dl T l I GRA 7F /N/- FT (NO (Ni) SCALE) scr,LE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4' WILL BE ACCESSABLE WITH STEPS N100 YEAR 2' FREEBOARD MIN. 4:1 \ \ NORMAL POOL "�n 1 2' MEX 10' MIN 1 10' MIN t 31 LAI-/:F CII<OS `--j (_ T10N HAMILTON CO (NO SCALE) STANDARD PLAN 94 -3 EMERGENCY SPILLWAY AT 100 YEAR XI E STN4G GRADE 41 1 i--1 l , � _ _ - i T--I I I Ed d I 1-1 I 1 I FI I I -III 1=-11 1 =1 - -III- III -III_ III_III`1 �• _F — IPROPOSE O cRADEI UNDERCUT`((I_I I I I_I I I- III - III ^1 I I�TI -�i I I 1-= C.1.( -_- -� -SWALE BY 0.2 To ALLOW it I Ii�l 11_1 I I�i I I �I 11-1 � 1T-I -I ej-FOR FUTURE SILTING IHG -11 I i 1 -1 1111311 --1 I I -1 L_1.4' � r" +_ -'' I- 1�[I-- -IT-_ T .-I 11= I { I �I I 1- 111 -1 TITI I, 7 GRA&IEL F �T�LT1�l I I�LIJ- 111 -i 11-1 -i 1 -1_I iz 11= 1J.1 -=1. I t PEWERATED, SUBSURFACE DRAIN (SSD) PIPE, SEE DEVELOPMENT PLAN FOR SIZES (6" MINIMUM) AND WVERT ELEVATIONS U( IGl F <ii Alf�� R[_ ,I j11�F__Et 1t1 `�WAII_ W11H (_�: >`�: 1 HAI i I ;Lh'1F�L `ATE t Is,' AIf'1 'q1's "+_ ALE 4 3 2 D 12" C TO C MAX. SPACING HOOK GROOVED ON OUTLET BOLTS END TONGUE END ON INLET END (CLASS "A" CONGA iv I I APPROX. —i a l A; a DIA, T (MIN) A- C. D= E- K= R 1 R 2 WEIGHT Hvil , , 1 1 4 7 - 2'-6' 1 112" 11" 1100 1e t ,1 - - , 1 t 3' ' ° t 4 11" - 3 - 16 1 13 1 00 GROOVE (OR TONGUE) TO iv 24 3 1 -0 4 1 t 1 BE THE SAME AS ON STANDARD 6•• CONCRETE PIPE 27 t 4 -1 1 ASTM DESIGNATION C -76 A 1- 1 9" CLASS 'A" CONCRETE 33 3 3 4 1 - _ 1 17 ll(..i 1 �.1�..)INAL 5f.�.- (._.T1(?6 4 t- 4 4 .. 0 NOTE METAL PIPE END SECTIONS CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED �z MAY BE USED WITH CONCRETE PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T M DESIGNATION C -76 CLASS II (AS SET OUT IN INDOT STANDARD SPECIFICATIONS) OF CONNECTION IS APPROVED REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, BE THE ENGINEER PRIOR TO NQ W INSTALLATION Of PIPE A S.T.M. DESIGNATION C -76 CLASS 11 FOR THE SIZE OF CONNECTING PIPE. L �� (EXCEPT IN INDIANAPOLIS) REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER DIA OF STEEL IN THE "C" PORTION. Y ,3 THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. J 7 ji-­1 IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING t TRANSITION APPROXIMATELY 10' -0" IN LENGTH. 4:1 FILL S St0iOF /2 "R 1 1/2 "R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE L ( III ) r l INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C- PIPE I CONCRETE '� CULVERT I • END SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE SEND SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER - - - IF EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. COMPUTED LENGTH E PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE OF CULVERT ON SIDE SLOPE WHEN PAY LENGTH I ENDr. SECTION CALLED FOR ON PLANS OF CULVERT LENGTH (D)_ -_ CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST E ID F1 1 AIL THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." T C)NCRETE END ` EL Il.)f�l D . -TAI . Vor,es Y✓dth Voryes+ Contraction Joint (typ.) 4 Min 3500 PS.I. Canc A SECTION B -B SECTION C -C J /mss ,f /, -- Place expansion joint at bock Pavement Romp Sidewalk of curb line or at sidewalk — fine. I Side slopes varies uniformly to a maximum of C C 4 " /ft. of gutter Line- - ~ . j A -` Mownum Slope 1 " /ft. SECTION A -A IDEWAf_ K RAMP FOR HANDICAPPE- D (NO SCALE) STRAW BALES BURIED 3" • �_ � STORM BEEHIVE RIP -RAP 3' - #4 REBAR STAKE 2'X6" SILT TRAP 4 I ! . • TYPICAL SLOTTED Mkk \ \\ (CAN BE USED 114ST00 OF STRAW BALES) I • AWi WL11rV VIEW TYPICAL SLOTTED RISE) F?I Afd (CAN BE USED INSTEAD OF STRAW BALES) - STORM BEEHIVE ' 3' -N4 REBAR STAKE / STRAW BALES BURIED 3' - �7 2'X6' SILT TRAP ( Nfp- RIP- RAP ^� ti ENERGY DISIPATOR FOR S i OKM WATER OUTLETINT 0 LAKE - - -- a, nl E 1 " -H A.0 # 1 1 SURFACE 2 - -H A.C. #8 BINDER 2 " -#53 STONE 4 " -#2 STONE COMPACTED SUBGRADE (NO S! -AL_El 9 8 7 6 50' RIGHT -OF -WAY 10' 30' 10' 15' 15' 2' 2 LOCATION OF SLQQP� 4 1'(min} PROFILE GRADE 1 / 4 /FT. LEVEL LINE CROWN 1 4 " /FT"1 `— CONC. WALK I "- M.A.C. SURFACE CONC. ROLL CURB 3 " -H.A.0 BINDER 5' -#53 STONE 4' -#2 STONE (NO '-C:ALE) % % 1 "- H.A.C. SURFACE 3"- M.A.C. BINDER 5" - #53 STONE _. - - -- 00 4 " -M2 STONE I COMPACTED GRANULAR SUBGRADE F'AVIN(� SE- r�'TION NG FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC­,, Oil— L' Il_', -1 II -_ �' -) ! i� ET� w OR BUTYL RUBBER PRECAST CONCRETE ADJUSTER RINGS IF SEAL BETWEEN JOINTS NEEDED (12 INCHES OF RINGS MAX) (NO SCALE) 24' DLA ECCENTRIC CONE OR REDUCER (NO SCALI_) EROSION CONTROL A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5# /ACRE "REDTOP GRASS ", 20# /ACRE "RYE GRASS 201 /ACRE "BLUEGRASS 25# /ACRE "FESCUE" AND 600# /ACRE 12 -12 -12 FERTILIZER. B. CUT /FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE WITH 25# /ACRE "FESCUE ", 20# /ACRE "RYE GRASS% 15# /ACRE "BLUEGRASS" AND 600# /ACRE 12 -12 -12 FERTILIZER C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT. D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. EROSION CONTROL SEEDING LIMITS EROSION CONTROL SEEDING LIMIT I--- VARIABLE VARIABLE VARIABLE GRe ADE AS SHOWN -' hI I I -I 11— 113, 1, SLOPE ON P NS DRAINAGE- SWALE Sf CTIr?/�' 6" (M SSD A (NO SCALE) ST ADE rn z OP V • MIN I 1� Min • NOTE: TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. O Cn -- O TYPICAL. SSD LATERAL- TO _ %!Z; INDIVIDUAL LOTS ALONG STREETS v CAP AS REQUIRED BY SITE STEEL FENCEPOST HAMILTON CO. STANDARD PLAN (NO SCALE) � X I MATCH DJ CONE TOP R FOR TEMPORARY a 1. 4 r-L_ MATCH ADJUSTWG RING PROFILE PROTECTION It HEW MANHOLE S" MNMUM EAST JORDAN CASTING 1570 OR EOIIAL FULL HE w STEPS AS SPECIFIED SET FLUSH WITH FtNt +HllirlGRADE riN11Nl�f O MANHOLE CONFORMS TO ASTM 478 .� W 0 -RING, GASKET , • 8" 48' DIAMETER PRECAST , NON - ASPHALTIC MASTIC ' . " OR BUTIL RUBBER SEAN CONCRETE SECTION r• r AT JOINTS PREFORM HOLE TO IAAXIMIIM OF PIPE O.D. 6' WITH ti NON- SHRINK CEMENT GROUT BENCH WALLS AT n1AMlM is Y Holey Maley" says, 1/Y PER F1- SLOPE. RUCTI1RES ARE TOM " DIRECTION OF "DON ' T DIG , BLIND" a H Ill TO BE BCONSTRUCTED TO SPRING GROUTED, FULLY Tii0M1LED > FLOW _ con Mon.q vAgn Thd" -Y .M a t PM 0 O Ty CON TR PIES r - , SMOOTH AND BRUSH FINISHED O t -eoo 1 -eoo 382 -5544 428 -5200 CAP A W wun" I,woiw ow.a..•aero .�., PRECAST BASE , • ' 1 • ' REINFORCED BAR 8'X6'X6' TEE PER INDIANA STATE LAW IS -69 -1991, IT IS W R ��,, v #4 R D ON CENTER OR AGAINST THE LAW TO EXCAVATE WITHOUT C 8` OR 8" PER SECTION �_ -- APPROVED Al1ERNAtAK I 24� I r --I NOTIFYING THE UNDERGROUND LOCATION SERVICE 3 E BASE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. h MAN1101 ON 6- Of 02 STONE SUBSURFACE DRAIN RISER SECTION (NO �) SHEET N0. STANDARD MANHOLE DETAIL FOR PIPE SIZES 12' THRU 24` (NO SCALE) HAMILTON CO. SURVEYOR'S OFFICE STANDARD PLAN 95 -9 C33 5 4 3 2 1 N D u Z a 0% W s CA �a W W • W to w Zz F� a A � ZI Oco Z v W -0 ��° " O to MI o Cq W 0 01 T,z O x F� DO 0 1 w W z V A k CD 10 1 9z r- �►30EO -E ■■■ z z w w O O M o aJ N > cam 00 \ 0 .20 00 LL A O A •IJ U A O A rn z OP V • MIN I 1� Min • NOTE: TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. O Cn -- O TYPICAL. SSD LATERAL- TO _ %!Z; INDIVIDUAL LOTS ALONG STREETS v CAP AS REQUIRED BY SITE STEEL FENCEPOST HAMILTON CO. STANDARD PLAN (NO SCALE) � X I MATCH DJ CONE TOP R FOR TEMPORARY a 1. 4 r-L_ MATCH ADJUSTWG RING PROFILE PROTECTION It HEW MANHOLE S" MNMUM EAST JORDAN CASTING 1570 OR EOIIAL FULL HE w STEPS AS SPECIFIED SET FLUSH WITH FtNt +HllirlGRADE riN11Nl�f O MANHOLE CONFORMS TO ASTM 478 .� W 0 -RING, GASKET , • 8" 48' DIAMETER PRECAST , NON - ASPHALTIC MASTIC ' . " OR BUTIL RUBBER SEAN CONCRETE SECTION r• r AT JOINTS PREFORM HOLE TO IAAXIMIIM OF PIPE O.D. 6' WITH ti NON- SHRINK CEMENT GROUT BENCH WALLS AT n1AMlM is Y Holey Maley" says, 1/Y PER F1- SLOPE. RUCTI1RES ARE TOM " DIRECTION OF "DON ' T DIG , BLIND" a H Ill TO BE BCONSTRUCTED TO SPRING GROUTED, FULLY Tii0M1LED > FLOW _ con Mon.q vAgn Thd" -Y .M a t PM 0 O Ty CON TR PIES r - , SMOOTH AND BRUSH FINISHED O t -eoo 1 -eoo 382 -5544 428 -5200 CAP A W wun" I,woiw ow.a..•aero .�., PRECAST BASE , • ' 1 • ' REINFORCED BAR 8'X6'X6' TEE PER INDIANA STATE LAW IS -69 -1991, IT IS W R ��,, v #4 R D ON CENTER OR AGAINST THE LAW TO EXCAVATE WITHOUT C 8` OR 8" PER SECTION �_ -- APPROVED Al1ERNAtAK I 24� I r --I NOTIFYING THE UNDERGROUND LOCATION SERVICE 3 E BASE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. h MAN1101 ON 6- Of 02 STONE SUBSURFACE DRAIN RISER SECTION (NO �) SHEET N0. STANDARD MANHOLE DETAIL FOR PIPE SIZES 12' THRU 24` (NO SCALE) HAMILTON CO. SURVEYOR'S OFFICE STANDARD PLAN 95 -9 C33 5 4 3 2 1 N D u