REFER TO PAVEMENT PATCHING DETAIL FOR REQUIREMENTS ABOVE FINISHED SUBGRADE EL. FIN. SUBGRADE ELEV. (DEPTH VARIES) BACKFILL DEPTH >14'

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1 REFER TO PVEMENT PTCHING DETIL FOR REQUIREMENTS BOVE FINISHED SUBGRDE EL. MXIMUM LLOWBLE WIDTH OF PVEMENT PTCH, SEE MESUREMENT ND PYMENT SECTION OF SPECIFICTIONS REFER TO PVEMENT PTCHING DETIL FOR REQUIREMENTS BOVE FINISHED SUBGRDE EL. MXIMUM LLOWBLE WIDTH OF PVEMENT PTCH, SEE MESUREMENT ND PYMENT SECTION OF SPECIFICTIONS FIN. SUBGRDE ELEV. FIN. SUBGRDE ELEV. INITIL BCKFILL (DEPTH VRIES) 18" MX. TRENCH DEPTH O.D. 3' COVER METLLIC LOCTOR TPE 1/2 O.D. BCKFILL (DEPTH VRIES) ZONE DEPTH VRIES TRENCH DEPTH 6" DEPTH >14' O.D. 18" MX. METLLIC LOCTOR TPE 1/2 O.D. 2'-6" STONE BEDDING BCKFILL (DEPTH VRIES) ZONE DEPTH VRIES 6" UNDISTURBED TRENCH BOTTOM 1'-0" MIN O.D. 1'-0"MIN STONE BEDDING UNDISTURBED TRENCH BOTTOM 1'-0" MIN O.D. 1'-0"MIN TRENCH WIDTH TRENCH WIDTH NOTE: PVED CONDITION 3' - 14' 1. SHORING METHODS REQUIRED BEYOND STNDRD TRENCH BOX UTILIZTION SHLL BE DESIGNED BY PROFESSIONL ENGINEER 2. FOR FORCE MIN TRENCH CONSTRUCTION USE WTER DETIL W FOR TRENCH DEPTHS 8 FT OR GRETER, INSTLL SECOND LYER OF WRNING TPE 2.5 FT BOVE PVED CONDITION OVER 14' TRENCHING GRVITY SEWER UNDER PVEMENT S-1

2 MXIMUM TRENCH WIDTH S REQUIRED SEE MESUREMENT ND PYMENT SECTION OF SPECIFICTIONS MXIMUM TRENCH WIDTH S REQUIRED SEE MESUREMENT ND PYMENT SECTION OF SPECIFICTIONS FIN. GRDE ELEV. FIN. GRDE ELEV. TRENCH DEPTH O.D. DEPTH >14' 18" MX. TRENCH DEPTH O.D. 3' COVER FINL BCKFILL (DEPTH VRIES) ZONE (DEPTH VRIES) 18" MX. MX LLOWBLE SLOPE S SPECIFIED IN OSH REGULTION 29 CFR 1926 SUB-PRT P METLLIC LOCTOR TPE 1/2 O.D. INITIL BCKFILL (DEPTH VRIES) MX LLOWBLE SLOPE S SPECIFIED IN OSH REGULTION 29 CFR 1926 SUB-PRT P METLLIC LOCTOR TPE 6" 1/2 O.D. FINL BCKFILL (DEPTH VRIES) 6" 2'-6" STONE BEDDING ZONE (DEPTH VRIES) 1'-0" MIN O.D. 1'-0" MIN TRENCH WIDTH GREEN SPCE CONDITION 3' - 14' STONE BEDDING 1'-0" MIN O.D. 1'-0" MIN TRENCH WIDTH GREEN SPCE CONDITION OVER 14' NOTE: 1. SHORING METHODS REQUIRED BEYOND STNDRD TRENCH BOX UTILIZTION SHLL BE DESIGNED BY PROFESSIONL ENGINEER 2. FOR FORCE MIN TRENCH CONSTRUCTION USE WTER DETIL W FOR TRENCH DEPTHS 8 FT OR GRETER, INSTLL SECOND LYER OF WRNING TPE 2.5 FT BOVE TRENCHING GRVITY SEWER UNDER GREEN SPCE S-2

3 SEE CLENOUT DETIL S-4 MINIMUM 5' FROM BUILDING SIDEWLK FINISH GRDE PVEMENT CURB & GUTTER 3' MINIMUM WYE BRNCH FITTING OR CUT-IN WYE 1/16 BEND (OR OTHER FITTING NECESSRY TO DJUST TO FROPER GRDE) 3' MINIMUM TRCER WIRE 45 SLOPE 4" - 1/4" PER FOOT OR 2.0% 6" - 1/8" PER FOOT OR 1.0% ENTIRE SERVICE SHLL BE SME MTERIL SERVICE CONNECTION COMPCTED SOIL SERVICE CONNECTION 1. SNITRY SEWER SERVICES WHICH RE 8 FEET TO 20 FEET IN DEPTH REQUIRE BEDDING IN CCORDNCE WITH SPECIFICTIONS ND DETILS S-1 ND S-2. SEWER SERVICES OVER 20 FEET DEEP ND UNDER 3 FEET DEEP SHLL BE D.I.P. 2. CONTRCTOR SHLL MKE THE CONNECTION IF STUB-OUT IS PRESENT. OTHERWISE, CONTRCTOR SHLL PLUG THE LTERL. WITH WTERTIGHT PLUG BNDED RUBBER COUPLING WITH OUTSIDE STINLESS STEEL SHER RING 45 GSKETED PVC COUPLING, REPIR STYLE 45 CUT-IN WYE CONNECTION 1. WHEN 12" MINIMUM SPCE BETWEEN EDGE OF COUPLING ND BELL CNNOT BE PROVIDED, CUT-OUT NEREST BELL JOINT ND INSERT PLIN-END. 2. LL DEBRIS SHLL BE KEPT OUT OF THE SEWER. THE RECH CUT INTO SHLL BE CLENED ND BLLED, IF NECESSRY, S DIRECTED BY THE UTILITY REPRESENTTIVE. 3. DMGED SHLL BE REPLCED S DIRECTED BY THE UTILITY REPRESENTTIVE. 4. SDDLE-TYPE CONNECTIONS SHLL ONLY BE USED WITH THE PPROVL OF THE UTILITY REPRESENTTIVE. PVC WYE FITTING VCP CUT-IN WYE CONNECTION PVC, MINIMUM 12" LENGTH PVC GSKETED PVC WYE FITTING 4"- 6" SNITRY SEWER SERVICE CONNECTIONS S-3

4 CONCRETE OR SPHLT PVEMENT 9" FRME ND COVER WITH MRKING S SHOWN HEREON, H20 RTED 6" CLSS "B" CONCRETE COLLR (18" SQURE) TRCER WIRE 6" CLEN-OUT RISER THREDED CLENOUT CP TRCER WIRE PVED CONDITION UNPVED CONDITION 6" CLEN-OUT RISER SOLVENT WELD X F.I.P.T. COUPLING. 6" CLENOUT RISER 45 BEND, LONG-RDIUS SWEEP (MY VRY TO CCOMODTE STEEP SLOPES) CLENOUT CP SEWER LTERL CONNECT TO BUILDING STUB-OUT OR PLUG END WITH WTERTIGHT PLUG COMPCTED SOIL (LTERL SIZE) X 6" WYE BRNCH FITTING ELEVTION 1. CLENOUT RISER TO BE 6" DIMETER ND SME MTERIL S SEWER LTERL PIPING. 2. TRCER WIRE SHLL BE EXTENDED UP INTO THE VLVE BOX ND TTCH TO BOLT INSIDE OF THE VLVE BOX. SEWER CLENOUT S-4

5 STD. RING ND COVER STD. RING ND COVER EXISTING MNHOLE CONC. GRDE RING, 2 MX. FLEXIBLE BOOT 12" MX. DJUST MX. 2 GRDE RINGS FLEX. BUTYL SELNT OR RUBBER GSKET JOINT STINLESS STEEL CLMP ECCENTRIC REDUCER 2'-8" ECCENTRIC REDUCER SEL INSIDE ND OUTSIDE OF JOINT WITH MORTR WITH SMOOTH FINISH. 1'-0" 4'-0" MX. SEE SPECIFICTIONS LIFT HOLES THROUGH THE WLL SHLL BE SELED W/ NON-SHRINK GROUT. SEL NNULUS T ENTRNCE W/ NON-SHRINK GROUT RISER SEE SHELF DETIL FOR INVERT REQUIREMENTS 12" SEE SHELF DETIL. SEL DETIL 1;-0" 3'-6" MX. 6" THICK MINIMUM COMPCTED STONE BSE FLEXIBLE EPDM RUBBER BOOT UNDISTURBED SUBGRDE SEE SHELF DETIL BSE STONE BSE OUTLET 1. CONNECTIONS TO EX. MNHOLES SHLL BE BY CORING MNHOLE ND FIELD INSTLLING FLEX-BOOT CONNECTOR. DO NOT LLOW DEBRIS TO ENTER SYSTEM. 2. VERTICL DROPS BETWEEN INFLOW ND OUTFLOW S SHLL REQUIRE THE FOLLOWING:. >2', SEE DROP MNHOLE DETILS. B. 1' TO 2' SEE SLIDE DETIL. C. <1' SEE CONCRETE SLIDE DETIL. 3. STRUCTURE SHLL BE IN CCORDNCE WITH STNDRD DETILS. STNDRD PRECST CONCRETE MNHOLE S-5

6 NEW SNITRY SEWER B CHNNEL SLOPE 1/3 LENGTH TYP. B FLOW SEE SHELF DETIL NEW SNITRY SEWER 48" SEE SHELF DETIL SEL NNULR SPCE ROUND W/ NON-SHRINK GROUT 90 SECTION - COLLR (TYP.) 8" 1'-0" 3'-6" MX. 12" X X X X 8" MINIMUM FORMED. IF UNFORMED EXTEND TO UNDISTURBED SOIL ND UP TO SPRING LINE OF CONCRETE COLLR NOT SHOWN FOR CLRITY MONOLITHIC POUR OF 4000 PSI CONCRETE INVERT ND BSE PLCED IN FIELD TO SPRINGLINE. NEW SNITRY SEWER CONCRETE INVERT ND BSE PLCED IN FIELD TO SPRINGLINE OF. SEE SHELF DETIL. REMOVE EX. TOP OF BOVE THE SPRING LINE FTER CCEPTNCE OF MNHOLE BSE BY OWNER. CONTRCTOR SHLL SW CUT ND REMOVE EXISTING CROWN TO FORM OPEN INVERT TROUGH. NO DEBRIS LLOWED TO ENTER SNITRY SEWER. SEL NNULR SPCE ROUND W/ NON-SHRINK GROUT CONCRETE COLLR EXISTING SNITRY SEWER OUTLET 6'x6' W8xW8 WOVEN WIRE MESH, BSE ONLY 6" COMPCTED NO. 57 STONE SECTION B-B UNDISTURBED SUBGRDE 4"x8"x16" SOLID CONCRETE BLOCKS STCKED 2 HIGH, 180 PRT 1. WITH THE EXCEPTION OF THE MNHOLE BSE, LL MTERILS, INSTLLTION, ND WORKMNSHIP SHLL BE IN CCORDNCE WITH UTILITY'S STNDRD PRECST CONCRETE MNHOLE DETIL. 2. SEE UTILITY'S STNDRD PRECST CONCRETE MNHOLE DETIL FOR REQUIREMENTS FOR VERTICL DROPS. 3. SEE UTILITY'S STNDRD PRECST CONCRETE MNHOLE DETIL FOR DDITIONL REQUIREMENTS. 4. NO RISERS SHLL BE PLCED UNTIL BSE ND INVERT HVE RECHED STRENGTH OF 4000 PSI. DOGHOUSE MNHOLE S-6

7 SHELF, SEE DETIL NEW SNITRY SEWER EPDM RUBBER BOOT CONNECTED TO MNHOLE W/ SS EXPNSION RING. PVC INLET PVC TEE W/ OPEN END ON SPIGOT SIDE 1"x 1/8" STINLES STEEL STRP (TYP.) PLN FOR TRNSITION FROM DI TO PVC USE UTILITY PPROVED DPTOR BEDDING S REQUIRED PVC 1/4 BEND TOWRD INVERT OUT 1"x 1/8" STINLESS STEEL STRPS CONFORMING TO THE NCHORED WITH STINLESS STEEL NCHOR BOLTS ND WEDGE NCHORS. 2 STRPS MINIMUM, STRPS SHLL BE 3' O.C. MXIMUM. SECTION - 1. LL PIPING ND FITTINGS FOR DROP STRUCTURE SHLL BE PVC WITH SOLVENT WELD JOINTS, UNLESS OTHERWISE NOTED. DIMETER OF DROP SHLL BE EQUL TO DIMETER OF INFLUENT. 2. DROP STRUCTURE SHLL BE PLCED WHERE SEWER MIN OR LTERL VERTICL DROP BETWEEN INVERTS EXCEEDS 2'. 3. SEE SLIDE DETILS FOR DROPS LESS THN 2'. 4. DROP STRUCTURE MNHOLE SHLL BE MINIMUM DIMETER OF 5'. INSIDE DROP MNHOLE S-7

8 1 2 MORTR SLIDE SHELF SLOPE SLOPE SLOPE FLOW CHNNEL SHPE TO 3/4 HEIGHT OF OUTLET FLOW CHNNEL SHPE TO 3/4 HEIGHT OF OUTLET FLOW CHNNEL SHPE TO 3/4 HEIGHT OF OUTLET. ISOMETRIC SLOPE TOP OF CONC. SHELF 1:12 / 2:12 MX. TOWRD TROUGH S.S. SPRINGLINE OF BUILD TROUGH TO SPRINGLINE OF SNITRY SEWER SLIDE INVERT SHLL ENTER MNHOLE 1" BOVE SHELF (TYP) 1' 2' MX. S.S. CONCRETE SHELF PLCED IN FIELD SNITRY SEWER MIN > 1' SS MIN FLOW CHNNEL SLIDE SHLL BE INSTLLED ON TOP OF SHELF WITH TROUGH TO DIRECT FLOW INTO THE SEWER. NON SHRINK GROUT SLIDE WITH 1/2 PLCED IN FIELD. USE CONCRETE TO BUILD UP INVERT S REQUIRED. SLIDE DETIL BEGIN SHELF TRNSITION T 3/4 HEIGHT OF OUTLET 1:12 ON EXISTING MNHOLES BOTTOM OF BOOT SHLL BE SET 1" BOVE SHELF CONCRETE SLIDE DETIL SLOPE PLN SHELF DETIL VERTICLE DROP BETWEEN 1' & 2' VERTICLE DROP LESS THN 1' 1. MNHOLE ND CONNECTIONS SHLL BE IN CCORDNCE WITH UTILITY'S STNDRD MNHOLE DETIL. 2. USE CONCRETE FOR INVERT ND SHELF CONSTRUCTION. SLIDE, CONCRETE SLIDE & SHELF S-8

9 (1) Ø7/8" HNDLING HOLE 3-3/4" R 1-3/4" Ø1" HOT ROLLED STEEL ROD PICKHOLE DETIL (2) PICKBRS RING PLN 2" 7/8" 24" CLER OPENING 26-7/8" DI. 25-7/8" DI. 3/4" 1/2" MF S R E 24" DI. 26" 26-1/8" 34" DI. FRME SECTION 5/8" 4" N I T M D E R Y I N 25-3/4" U S S E W TOP VIEW OF COVER 1-1/2 " LETTERING (RECESSED FLUSH) BOTTOM VIEW OF COVER SECTION - 2" 1. MNHOLE COVER SHLL INCLUDE THE FOLLOWING WORDING PROMINENTLY DISPLYED ON THE TOP OF THE MNHOLE COVER: "PERMIT REQUIRED CONFINED SPCE". 2. MNHOLE COVERS LONG STREETS ND HEVILY TRVELED RES SHLL BE VENTED ND UNLOCKED. MNHOLE COVERS ON OUTFLLS ND IN NON-TRVEL RES SHLL BE VENTED ND BOLTED CLOSED. 3. MTCHING SURFCES MRKED "MF" TO BE MCHINE FINISHED TO REMOVE NY IRREGULRITIES THT WOULD PREVENT SNUG FIT. 4. CSTING TO BE SMOOTH ND VOID OF IR HOLES. 5. CONTRCTOR SHLL SUBMIT SHOP DRWINGS OF CSTINGS FOR PPROVL BY UTILITY. 1-1/2" 25-3/4" DI. COVER SECTION MF MNHOLE FRME & COVER S-9

10 LENGTH VRIES FINISH GRDE - RESTORE TO MTCH EXISTING CONDITIONS. UNDISTURBED SOIL REMOVE EXCVTED MTERIL UNDER PVED SURFCES COMPCTED SOIL IN GRSSED RES/ COMPCTED STONE OR FLOWBLE FILL IN PVED RES. 2' POINT REPIR SEGMENT 2' EXISTING SEWER, SIZE & TYPE VRIES C L C L 8" 8" COMPCTED STONE THE JOINT SHLL BE PREPRED BY SWCUTTING THE EXISTING TO LEVE SMOOTH, STRIGHT SURFCE NEW DUCTILE IRON SEWER LENGTH VRIES RUBBER SLEEVE COUPLING WITH STINLESS STEEL COMPRESSION BNDS ND SHER RINGS (TYP.) SEWER POINT REPIR S-10