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Home My WebLink About05030002.6i STORM SEWER SPECIFICATIONS 1.Production and Material Standards Reinforced concrete pipe shall be Class III, Iv, or V in accordance with ASTM C 76, latest edition. A minimum "B" wall thickness will be required. Elliptical reinforced concrete pipe shall be a minimum Class HE -II in full conformance with the requirements of ASTM C 507 Non- reinforced concrete pipe shall meet all requirements of AASHTO M86 for the specified diameter and strength classes. Elliptical reinforcement shall be permitted only by written approval of the Department. Longitudinal reinforcement shall be continuous and all rein- forcement shall have a minimum concrete cover of 3/4 -inch. Upon request by the Department the manufacturer shall furnish certification on the type of cement, aggregate, and steel used in the pipe fu- nished. Lift holes will not be allowed for reinforced concrete pipe less than 36- inches in diameter A maximum of two (2) lift holes may be provided for each section of reinforced concrete pipe 36-- inches in diameter and larger. Lift holes must be repaired in a clean, workmanlike manner using a conical shaped precast concrete plug, properly sealed into place using mastic or non - shrink cement grout Compliance with the Indiana Deportment of Transportation Standards and Specifications for completion of lift hole repoir shall be required. 2 RC Joints Concrete pipe shall be furnished with a bell or groove on one end of a unit of pipe, and a spigot or tongue on the adjacent end of th adjoining pipe. All joints shall hove a groove on the spigot for placement of a rubber gasket, in conformance with ASTM C 443. The gasket shall be a continuous ring which fits snugly into the annu or space between the e)verlopping surfaces of the assembled pipe joint to form a flexible soiltight seal. As an alternative, mastic joints installed in conformance with Monufacturer's recommendations will be accepted by the Department outside of the public right- of -woy, however, mastic concrete pipe couplings shall be wrapped with a V wide strip of nonwoven geotextile fabric around the entire pipe diameter. Joint mastic material can be lost over time due to the external hydrostatic pressures of groundwater, allowing the migration of backfill materials into the storm sewer system through the open joint. 3 Rgjection of Damag ed RCP - Individual sections of reinforced concrete pipe moy be rejected because of any of the following; - fractures or cracks passing through the w.ii'., ewcept for a single end crack does not exceed the depth of the joint; - detects that indicate proportioring, mix,nq, and molding not In compliance with Section 10.1 of ASTM C ?6. --surface defects indicating honey - combed or, open texture; - damaged or cracked ends where su: h damage would prevent making a satistactary joint; -anv continuous crack ha,'ing o urfece widt'- c+ greater than 0.01in., and extending for o length cf 12in or mere, regcrdless of position in the wall Qt the pipe; -visible spacers or i,gitudinai einforceme" t used to position the re,forcing ccoe shall not be cause for relect,er of fe,•ifor;ed concrete pipe Sections. 4 1Cin, fS tied CanCre_P_ ��- �1ark'_y Fact, length of reinforced �.)crete. pipe n orked with the foi'ow ;ng nrUr`not'on as a _date : t manufa�-tu(-e. - cIz.�;s Jt Dipe and shecif+,:a' o" des"Jr'. - �c' tripe. ienarte of : )e Z w Z W CD O 0 N VARIABLE WIDTH -SEE SITE PLAN I r • . • . 4" CONCRETE IV 2 LAVERS 6X 10/ 14 0 RQIRIFORCING 2 "► =1 I'=I ! r ^i r - - -; I `�I ! I- I I r =1; I - = i; ! I= � 1= PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) i 1120 PERFORMED JOINT FILLER TRANSVERSE JOINT 10 MAY USED WITH PIPE PROVIDING THE METHOD ri =LWA«4MFEAff"ff Z 62 �W%ti� REINFORCEMENT IN THE "C' PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, . ii i ��1F�F ii�/ Lliiii [�[�i[3�ii`�'iilFii�i�iii'ii I Im i �w J T INSTALLATION OF PIPE. "B" THAT OF ONE LAYER h- o + Z . A n i a - . �1i��'1i�ii•3�L:ii�ni i �- r I THE END OF THE PIPE CULVERT SMALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES Z l �� f w �C X,,.r } I W SUBGRA DE % KiIIMrLA 0 2-4- CURB & GU T TER �E lui . TRANSVERSE JOINT 1/2- PERFORMED JOINT FILLER _ Z w Z W CD O 0 N VARIABLE WIDTH -SEE SITE PLAN I r • . • . 4" CONCRETE IV 2 LAVERS 6X 10/ 14 0 RQIRIFORCING 2 "► =1 I'=I ! r ^i r - - -; I `�I ! I- I I r =1; I - = i; ! I= � 1= PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) i =4 r. NEW PAVEMENT MAY USED WITH PIPE PROVIDING THE METHOD ri =LWA«4MFEAff"ff 62 �W%ti� REINFORCEMENT IN THE "C' PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, . ii i ��1F�F ii�/ Lliiii [�[�i[3�ii`�'iilFii�i�iii'ii I Im i + Mi f � J •.a INSTALLATION OF PIPE. "B" THAT OF ONE LAYER h- o + CO�yMPA�CpT�E�D I , , , . A n i JVOYl�tiC - . �1i��'1i�ii•3�L:ii�ni i �- r I THE END OF THE PIPE CULVERT SMALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES b 1t: --1 t� l �� f �C X,,.r } I SUBGRA DE % KiIIMrLA DEPRESSED 2-4- CURB & GU T TER �E 4 :1 FJ� S�O/a� . (NO SCALE) MANHOLE AND BOX INLET SPECIFICATIONS DEFINITION: A reinforced concrete cylinder or reinforced concrete vault, placed below ground at varying points along a storm sewer pipe system, to provide access for maintenance and /or as a point of entry for surface or subsurface water flows Manholes and precast concrete box inlets may be constructed as catchbosins, in which the outlet pipe is installed 24- inches above the manhole base so that sediment and other debris may be "caught" before entering the storm sewer pipe sytem. A storm sewer manhole, or precast concrete box inlet, must be installed at the end of each line segment; at all changes in grade, size, materials, and /or alignment of the storm sewer pipe line; at all pipe intersections, and at intervals not greater than 500', for pipe sizes of 12 "to 18 ", and not greater than 800' for pipe sizes of 21" or greater. Prec stPre�st Concret�Box Inlets andCotchbosin5Inlets andCotchbosin5 . Precast concrete box inlets and catchbosins constructed in accordance with Indiana Department of Transportation (INDOT) Standard Specifications will be accepted for use. Inlet and catchbasin Type "A ", Type "B ", Type "C ", Type "E' . Type "J ", 'ype "K ", and Type "M" may be used. Alternative precast or poured -in -place box inlet types will be accepted provided all standard specifications of the Indiana Department of Transportation. City of Indianapolis, and the Department of Transportation (IDOT) are fully met or exceeded. The structural design of precast concrete box inlets and catchbosins shall be in full conformance with the requirements of ASTM C 890. A MAXIMUM DEPTH OF 4 FEET FROM THE BOTTOM OF CASTING TO THE OUTLET PIPE INVERT SHALL BE ALLOWED FOR TYPE "A" PRECAST BOX INLET STRUCTURES. *NOTE*- -MORTARED BRICK OR BLOCK WILL NOT BE AN ACCEPTED METHOD OF BOX INLET OR MANHOLE CONSTRUCTION. Concrete Bases The concrete bases of reinforced concrete monolithic pour or precast manholes shall be of 6 -inch minimum thickness for 4 foot diameter structures, and of 8 -inch minimum thickness for larger diameter structures, and shall be constructed of Class A concrete having compressive strenth of 4000 psi, The wall and base thickness of precast concrete box inlet structures shall be as specified by the Indiana Department of Transportation Standard Specifications, and must also be constructed of Class A concrete having o minimum compressive strength of 4000 psi Bench Walls Bench walls shall be shaped and formed for a clean transition with proper hydraulics, to allow the smooth conveyance of flows through the manhole or box inlet The bench wall shall form a defined channel, to a minimum height of 30- percent of the inside diomter of the pipe, constructed at a minimum 1 /2 -inch per foot slope to the manhole wall. For connections to existing storm sewer structures, flow channels shall be shaped, as specified herein, as if it were a new manhole or box inlet structure Precast Concretg Box Inlets and Precast Spacers For precast concrete box inlets, the adjustment of casting frame and grate shall be accomplished using precast concrete spacers of a minimal nominal thickness of six (6) inches. The maximum number of spacers allowed shall be four (4) A soiltight seal sholl be provided between each component of the precast box inlet and precast concrete spacers by use of non- ospholtic mastic, or trowelable grade butyl rubber. The adjustment of casting elevation for precast concrete box inlets may be accomplished using solid concrete block and mortor to a maximum height of six (6) inches. This type of Costing adiustment shall be completed in conformance with the following: 1 Solid precast Class A concrete block of a minimum nominal thickness of two(2) inches in conformance with ASTM C 139 shall be used 2 No joint sholl exceed 3/8 of an inch In width, and as nearly as practicable, adjoining courses shall break joints at 1/2 unit intervals. 3 Minimum constructed wall thickness sholl be six (6) inches. 4 Mortor for laying brick shall be composed of one (1) part masonary _ernent and two (2) parts mortar sand. 5. Both the inside and outside of the adjustment area sholl be plastered to at least 112 of an inch thick using the above mortar mix, or c mixture composed of one (1) port of a combination of Portland cement and hydrated lime and two (2) parts mortar sand The lime portion of this mix sholl nc: exceed ',ems+ ; 0) percent of the sand Plaster coots shoe be smcctn, -'eo and watertight VARIES (SEE PLANS) 1/4- PER FOOT SLOPE SCORE., 8" 1" RAD. �� "�" l/irRAD. ► CLASS A ► CONCRETE ► p I I _ I f= 2"'y 1 • COMPACTED SUBGRADE PAVEMENT 7�11�171 1 = L, —„ I_ 1 �I INTEGRAL WALK AND CURB DETAIL (NO SCALE) 1PAWS-ADtSE NEMDANSGIN dMISP'-✓ J rnAA�sE COAM AC70V JM �� CURB JOINT DETAIL (NO SCALE) Will 12' MINIMUM I MATERIAL (ASTM D -2321- k SEC. 6.1.1) #0 STONE COMP, ACCORDANCE YMTH ASTM D- SZ -74 SEC. 9.1,1 �--� D/6(wN) D/46-(MIN) - Ili =1 I I._._I I I I I I I hI I I— III --I I WORK SUFFlCNE7NT MATERIAL UNDER SPRING LINE TO PROVIDE ADEQUATE SIDE SUPPORT. TYPICAL BEDDING SECTION FOR P VC SEWER PIPE PER ASTM D- 2321 -74 (NO SCALE) ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED CLAY PIPE, CLASSES A,B,&C. (SPECIFICATION ASTM -12) �- caMAClee aRArraR allwrOc CONSTRUCTION ENTRANCE SECTION TO BE L OCA TED AT PROPOSED _DR1 VE L OCA TION 10 Wx5 01 ALL F EDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE x PANiil T SUB - GRADE • :x>r 1.25 % 4. 12- (MIN.) r -+ BACMLL MATH 'B' MV. STANDARD DE7isfTY a STORM PIPE BEDDING SECTION (NO SCALE) WITHIN 5' OF, OR UNDER, PAVED AREAS MIN, 6' TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT EDGE OF PAVEMENT, CURBS A GUTTER OR SIMILAR STRUCTURE 1.25 e� MIN. IN THE PUBLIC RIGHT -OF -WAY N%- OUTSIDE DIAMETER D - INSIDE DIAMETER REGULM BACKFILL : d - U4Z 8ffJ1%PE ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" o MIN. BALANCED LIFTS. 4 d MIN. 9" OF CLEARANCE SHALL 6 0� BE PROVIDED ON EACH SIDE OF '9W Eyp��. d THE INSTALLED PIPE. �MIDARD OCTOR STORM PIPE BEDDING SECTION (NO SCALE) > 5' FROM EDGE OF PVMT. 12" C TO C MAX. H80K GROOVED N OUTLET BOLTS END TONGUE END ON D INLET END - � •, r »ti � N I � - In d SECTION A -A A GROOVE (OR TO TO b CONC. PIPE TOE ANCHOR BE THE SAME AS ON STANDARD �. N REINFORCED CONCRETE PIPE A g- ASTM DESIGNATION C -76 CLASS "A" CONCRETE Y H LONGITUDINAL SECTION Ilo��ll T. C. ELEV - NEENAH R -3015 OR EQUAL -. ' ,#2 STONE �-- CONC. WALLS—" ► ► 4. I�_ INLET i~lit = VAR PIPE SI2 IN , OUT * VAR PIPE SIZE 18' MAX 18" MAX. ► A ► - ► A. . . 4' -0' SO. CONC BASE ---{ (1) LINE 0.116" PIPE MESH W. W.F. CU l T (NO SCALE) Tull Ty 1'- H.A.C. SURFACE 2 "- H.A.C. BINDER 3' - #53 STONE 3" -#2 STONE COMPACTED GRANULAR SUBMADE A SPHAL T PAVING SEC TION (NO SCALE) 1 -1 /2' -H. A.C. SURFACE 3'- H.A.C. BINDER 4 - -/53 STONE 4' -/2 STONE --COMPACTED GRANULAR SUBGRADE *HEA VY- -DUTY ASPHALT PA VING SECTION (NO SCALE) * HEAVY DUTY ASPHALT TO BE PLACED IN DRIVEWAY AND DELIVERY AREAS AS DESIGNATED ON THE PLANS VAR. PIPE 5I 18" MAX }NEENAH R -2561 OR EQUAL /f2 STONE �-- CONC. WALLS , I 4" ILL?£ l T •:• ; �_I I ; . .►. I -, _ III.:_. = : =1 : . - OUT VAR. PIPE SIZE 0.1 18" MAX. i " • ► 4' -0" SO. CONC. BASE - ---� (1) LINE 0.116" PIPE MESH W.W.F BEE / V INLET (NO SCALE) NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL 9NISH FLOOR CLEANOUT PLUG & ADAPTER Al TO BE INSTALLED IN DIRECTION OF 1/8 STREET BEND INTENDED FLOW 4' X 6' INCREASER SIZE VARIES, BASED ON APPLICATION (SEWER LATERAL OR ROOF DRAIN LEADER) 3.0' (MAX) TYPICAL CL 7C TION (NO SCALE) 5'(MIN )- SANITARY/ STORM SEWER MUST EXTEND TO 18 "(MIN) UNDISTURBED SOIL WATER LINE E' CONCRETE ENCASEMENT 6 SEC T10I`, V � A' E L, , {LV� WATER LINE -SEWER CROSSING (NO SCALE) THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SINN ON THIS PLAN ARE BASED UPON ABOVE GROUND NDER EVIDENCE ( hctudro but not Orwted to manholes, Mets, valves, and narks nade upon the ground by others )AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WICH THERE IS NO ABOVE GROUND EVIDENCE IR FOR VHICH NO ABOVE GROUND EVIDENCE VAS O$SERVE4 THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUM UTRMMS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -8CALL -3- 15544 NOTE: METAL PIPE END SECTIONS CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED BE CONCRETE � I I MAY USED WITH PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T,M, DESIGNATION C -76 CLASS II ( AS SET OUT IN STANDARD SPECIFICATIONS) =LWA«4MFEAff"ff 62 �W%ti� REINFORCEMENT IN THE "C' PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, . ii i ��1F�F ii�/ Lliiii [�[�i[3�ii`�'iilFii�i�iii'ii BE THE ENGINEER PRIOR TO A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. •.a INSTALLATION OF PIPE. "B" THAT OF ONE LAYER h- D� REINFORCEMENT IN THE PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO F�Ii��L�fiYif��[ . �1i��'1i�ii•3�L:ii�ni Y 6"1 --.I r THE END OF THE PIPE CULVERT SMALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES .• • ARE FLUSHED. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. X,,.r IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING % KiIIMrLA SHIM r►WAK- Tnit'!�Z'S'�iF"ff 4 :1 FJ� S�O/a� . WJU;JdFtWA A IRTITIM _ SECTION Y--Y SPECIFICATIONS FOR REINFORCED CONCRETENCULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T..M. DESIGNATION C- »r %4111M� • a [ �i�i1[ ��Llif�€ ii[ �S�[l��i�3itEiit`�'�L3ifii7i�i -" - EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. COMPUTED LENGTH RIP -RAP TO BE PLACED • � �ir��J� ON SIDE SLOPE WHEN IN PLACE AND ACCEPTED. PAY LENGTH --T-� --j CALLED FOR ON PLANS TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. OF CULVERT LENGTH D) F CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST •.• • a; a. Ilo��ll T. C. ELEV - NEENAH R -3015 OR EQUAL -. ' ,#2 STONE �-- CONC. WALLS—" ► ► 4. I�_ INLET i~lit = VAR PIPE SI2 IN , OUT * VAR PIPE SIZE 18' MAX 18" MAX. ► A ► - ► A. . . 4' -0' SO. CONC BASE ---{ (1) LINE 0.116" PIPE MESH W. W.F. CU l T (NO SCALE) Tull Ty 1'- H.A.C. SURFACE 2 "- H.A.C. BINDER 3' - #53 STONE 3" -#2 STONE COMPACTED GRANULAR SUBMADE A SPHAL T PAVING SEC TION (NO SCALE) 1 -1 /2' -H. A.C. SURFACE 3'- H.A.C. BINDER 4 - -/53 STONE 4' -/2 STONE --COMPACTED GRANULAR SUBGRADE *HEA VY- -DUTY ASPHALT PA VING SECTION (NO SCALE) * HEAVY DUTY ASPHALT TO BE PLACED IN DRIVEWAY AND DELIVERY AREAS AS DESIGNATED ON THE PLANS VAR. PIPE 5I 18" MAX }NEENAH R -2561 OR EQUAL /f2 STONE �-- CONC. WALLS , I 4" ILL?£ l T •:• ; �_I I ; . .►. I -, _ III.:_. = : =1 : . - OUT VAR. PIPE SIZE 0.1 18" MAX. i " • ► 4' -0" SO. CONC. BASE - ---� (1) LINE 0.116" PIPE MESH W.W.F BEE / V INLET (NO SCALE) NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL 9NISH FLOOR CLEANOUT PLUG & ADAPTER Al TO BE INSTALLED IN DIRECTION OF 1/8 STREET BEND INTENDED FLOW 4' X 6' INCREASER SIZE VARIES, BASED ON APPLICATION (SEWER LATERAL OR ROOF DRAIN LEADER) 3.0' (MAX) TYPICAL CL 7C TION (NO SCALE) 5'(MIN )- SANITARY/ STORM SEWER MUST EXTEND TO 18 "(MIN) UNDISTURBED SOIL WATER LINE E' CONCRETE ENCASEMENT 6 SEC T10I`, V � A' E L, , {LV� WATER LINE -SEWER CROSSING (NO SCALE) THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SINN ON THIS PLAN ARE BASED UPON ABOVE GROUND NDER EVIDENCE ( hctudro but not Orwted to manholes, Mets, valves, and narks nade upon the ground by others )AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WICH THERE IS NO ABOVE GROUND EVIDENCE IR FOR VHICH NO ABOVE GROUND EVIDENCE VAS O$SERVE4 THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUM UTRMMS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -8CALL -3- 15544 NOTE: METAL PIPE END SECTIONS CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED BE CONCRETE � I I MAY USED WITH PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T,M, DESIGNATION C -76 CLASS II ( AS SET OUT IN STANDARD SPECIFICATIONS) 62 OF CONNECTION IS APPROVED REINFORCEMENT IN THE "C' PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, BE THE ENGINEER PRIOR TO A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. INSTALLATION OF PIPE. "B" THAT OF ONE LAYER h- D� REINFORCEMENT IN THE PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO OF STEEL IN THE 'C" PORTION. Y 6"1 --.I r THE END OF THE PIPE CULVERT SMALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES P LAN VIEW ARE FLUSHED. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. X,,.r IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING % TRANSMON APPROXIMATELY 10' -0" IN LENGTH. 4 :1 FJ� S�O/a� . 1 1 /'2" R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSMON OF STEEL, AND THE _ SECTION Y--Y SPECIFICATIONS FOR REINFORCED CONCRETENCULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T..M. DESIGNATION C- 76. Cl1LPVERT CONCRETE END SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE -" - EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. COMPUTED LENGTH RIP -RAP TO BE PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR 'PIPE END SECTION" COMPLETE OF CULVERT I SE�1 ON SIDE SLOPE WHEN IN PLACE AND ACCEPTED. PAY LENGTH --T-� --j CALLED FOR ON PLANS TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. OF CULVERT LENGTH D) F CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST S LO P DETAIL THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." PRECA S T CONCRETE END SECTION DETAIL (NO SCALE) Ilo��ll T. C. ELEV - NEENAH R -3015 OR EQUAL -. ' ,#2 STONE �-- CONC. WALLS—" ► ► 4. I�_ INLET i~lit = VAR PIPE SI2 IN , OUT * VAR PIPE SIZE 18' MAX 18" MAX. ► A ► - ► A. . . 4' -0' SO. CONC BASE ---{ (1) LINE 0.116" PIPE MESH W. W.F. CU l T (NO SCALE) Tull Ty 1'- H.A.C. SURFACE 2 "- H.A.C. BINDER 3' - #53 STONE 3" -#2 STONE COMPACTED GRANULAR SUBMADE A SPHAL T PAVING SEC TION (NO SCALE) 1 -1 /2' -H. A.C. SURFACE 3'- H.A.C. BINDER 4 - -/53 STONE 4' -/2 STONE --COMPACTED GRANULAR SUBGRADE *HEA VY- -DUTY ASPHALT PA VING SECTION (NO SCALE) * HEAVY DUTY ASPHALT TO BE PLACED IN DRIVEWAY AND DELIVERY AREAS AS DESIGNATED ON THE PLANS VAR. PIPE 5I 18" MAX }NEENAH R -2561 OR EQUAL /f2 STONE �-- CONC. WALLS , I 4" ILL?£ l T •:• ; �_I I ; . .►. I -, _ III.:_. = : =1 : . - OUT VAR. PIPE SIZE 0.1 18" MAX. i " • ► 4' -0" SO. CONC. BASE - ---� (1) LINE 0.116" PIPE MESH W.W.F BEE / V INLET (NO SCALE) NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL 9NISH FLOOR CLEANOUT PLUG & ADAPTER Al TO BE INSTALLED IN DIRECTION OF 1/8 STREET BEND INTENDED FLOW 4' X 6' INCREASER SIZE VARIES, BASED ON APPLICATION (SEWER LATERAL OR ROOF DRAIN LEADER) 3.0' (MAX) TYPICAL CL 7C TION (NO SCALE) 5'(MIN )- SANITARY/ STORM SEWER MUST EXTEND TO 18 "(MIN) UNDISTURBED SOIL WATER LINE E' CONCRETE ENCASEMENT 6 SEC T10I`, V � A' E L, , {LV� WATER LINE -SEWER CROSSING (NO SCALE) THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SINN ON THIS PLAN ARE BASED UPON ABOVE GROUND NDER EVIDENCE ( hctudro but not Orwted to manholes, Mets, valves, and narks nade upon the ground by others )AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WICH THERE IS NO ABOVE GROUND EVIDENCE IR FOR VHICH NO ABOVE GROUND EVIDENCE VAS O$SERVE4 THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUM UTRMMS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -8CALL -3- 15544