SANITARY MANHOLE S-1 ENGINEERING DEPARTMENT PLATE NUMBER NEENAH R-1733 CASTING ASSEMBLY OR AS NOTED ON PLAN OR APPROVED EQUAL.
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1 "INFI-SHIELD" SEAL OR EQUAL. NEENAH R-1733 CASTING ASSEMBLY OR AS NOTED ON PLAN OR APPROVED EQUAL. 27" HDPE ADJUSTING RINGS (2 MIN., 1' MAX. OF RINGS). ECCENTRIC CONE 4.0' HIGH 48" 5" P2 PROFILE GASKET PER ASTM C443 AND/OR JOINT SEAL ROPE MANHOLE STEPS, 16" O.C. (SEE NOTE 3) NET MH. BARREL HEIGHT VARIABLE HEIGHT BOTTOM MONOLITHIC SECTIONS 1.8' TO 4.0' TALL WITH POURED INVERTS AND 7.5' WITHOUT INVERTS, IN 0.1' INCREMENTS. FLOW LINE ELEVATION 6" MONOLITHIC SLAB AS REQUIRED PSX BOOT NOTES: 1. NO WOOD SHALL BE USED FOR ADJUSTING CASTING. 2. CAST IRON FRAME AND COVER AS PER SPECIFICATIONS. 3. MANHOLE STEPS SHALL BE ALUMINUM, OR STEEL REINFORCED PLASTIC PER ASTM C PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478 FURNISHED WITH O-RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. LIFT HOLES NOT PERMITTED IN MANHOLE SECTIONS. 5. PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WATER TIGHT BY CAST IN PLACE RUBBER BOOT AND CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. REVISIONS SANITARY MANHOLE S-1 SANITARY MANHOLE.dwg
2 "INFA-SHIELD" SEAL OR EQUAL. RINGS (2 MIN., 1.0' MAX. OF RINGS & MORTAR) 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON THE INSIDE. 2 STRIPS BITUMASTIC SEAL AT SLAB JOINTS. 27" 48" TYPE 2 COVER SLAB 8" 48 " VARIABLE SLOPE BENCHES 1/2" PER FOOT 2 STRIPS BITUMASTIC SEAL AT SLAB JOINTS. 16" O.C. 16" MIN. 4.5' MIN. 10' MIN. CEMENT MORTAR VARIES PRECAST BASE MH DIA. 48" 54"-102" 108" 120" SLAB THICKNESS 6" 8" 10" 12" VARIES NOTES: NO WOOD SHALL BE USED FOR ADJUSTING CASTING, CEMENT MORTAR ONLY. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. STEP LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, FURNISHED WITH O-RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. INSTALL 12" OR 16" BARREL SECTION UNDER THE CONE WHENEVER POSSIBLE. PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WATER TIGHT BY CAST INPLACE. REVISIONS SANITARY SEWER MANHOLE (27" OR MORE) S-2 SANITARY SEWER MANHOLE (27 INCH).dwg
3 LC STREET 4" PVC CLEANOUT PROPERTY LINE INSTALL 6' METAL FENCE POST 1/8 BEND MINIMUM PIPE SLOPE 1/4" PER FOOT 4" PVC PIPE VARIABLE 4" x 4" WYE 4" PVC CAP 10' MINIMUM DEPTH DETERMINED IN FIELD SERVICE WYE GRAVITY MAIN 1/2 PIPE DIAMETER MINIMUM NOTE: MATERIAL SERVICE CONNECTIONS SHALL BE 4" PVC SDR 26 OR SCHEDULE /15 SANITARY SEWER SERVICE S-3 SANITARY SEWER SERVICE.dwg
4 NOTE: DIMENSION "A" IN CHART IS BASED ON A 27" DIAMETER OPENING. INCREASE "A" BY 1.5" FOR 24" OPENING. DIMENSIONS IN INCHES P K T W A B 48" 6" DIMENSION CHART MANHOLE TYPE C 60" 7" D 72" 8" E 84" 9" F 96" STEPS MANHOLE G 102" 9" 9" 6" 8" 8" 8" 8" 8" 58" 72" 86" 100" 113" 119" 9.5" 15.5" 21.5" 27.5" 34.5" 38" C L LC A K COVER SLAB W = SLAB DIA. 27" DIAMETER OPENING PIPE CL REINFORCE SLAB FOR STREET LOADING R-1733 OR R CASTING ASSEMBLY OR AS NOTED ON PLAN OR APPROVED EQUAL. "INFA-SHIELD" SEAL OR EQUAL. 16" T 27" RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR). PLASTER OUTSIDE, STRIKE INSIDE CLEAN. P RUBBER GASKET TYPICAL ALL JOINTS. 16" R.C.P. BARREL SECTION DEPTH VARIES PRECAST SECTION STEP-SEE SPECS. CONC. BLOCK MASONRY TO BE USED ONLY WHERE NECESSARY. PLASTER OUTSIDE, STRIKE INSIDE CLEAN. 3' 8" POURED 6" PRECAST REVISIONS MANHOLE TYPE B THRU G SUMP.dwg MANHOLE: TYPE B THRU G WITH SUMP S-4
5 LC STREET 4" PVC CLEANOUT PROPERTY LINE INSTALL 6' METAL FENCE POST 45 BEND VARIABLE 10' MINIMUM DEPTH DETERMINED IN FIELD SERVICE WYE MINIMUM PIPE SLOPE 1/4" PER FOOT 4" PVC, SDR 26 4" x 4" WYE 4" PVC CAP 45 BEND RISER LENGTH VARIABLE 2' MIN. LENGTH REQUIRED GRAVITY MAIN 1/2 PIPE DIAMETER MINIMUM TYPE "A" SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPE SEWER MAIN FOR ALL DEPTHS OF COVER, AND CLAY SEWER MAINS WITH LESS THAN 12 FEET OF COVER. ALL SERVICE PIPE TO BE INSTALLED AND BEDDED IN ACCORDANCE WITH THE APPROPRIATE PIPE BEDDING DETAIL AS INDICATED ON THE PLANS/SPECIFICATIONS. 10/15 SANITARY SEWER SERVICE WITH RISER.dwg SANITARY SEWER SERVICE WITH RISER S-5
6 EXISTING SANITARY SEWER WYE (WYE IS DAMAGED OR BROKEN) EXISTING VCP SANITARY SEWER PIPE EXISTING CONDITION OPTION A EXISTING VCP SANITARY SEWER PIPE SPOT LINE EXISTING SANITARY SEWER MAIN THROUGH WYE PROPOSED CONDITION EXISTING SANITARY SEWER WYE (WYE IS IN GOOD CONDITION) EXISTING VCP SANITARY SEWER PIPE EXISTING CONDITION OPTION B INSTALL MECHANICAL CAP ON EXISTING WYE EXISTING SANITARY SEWER PIPE PROPOSED CONDITION 03/18 SANITARY SEWER WYE REPLACEMENT S-6 SANITARY SEWER WYE REPLACEMENT.dwg
7 EXISTING SANITARY SEWER WYE EXISTING VCP SANITARY SEWER PIPE EXISTING SANITARY SEWER WYE EXISTING CONDITION EXISTING VCP SANITARY SEWER PIPE 45 BEND PVC, SDR 26 SANITARY SEWER SERVICE PIPE PROPOSED CONDITION NOTE: ALL PVC PIPE TO BE INSTALLED AND BEDDED IN ACCORDANCE WITH THE APPROPRIATE PIPE BEDDING DETAIL AS INDICATED ON THE PLANS/SPECIFICATIONS. 10/15 SANITARY SEWER SERVICE REPLACEMENT S-7 SANITARY SEWER SERVICEV REPLACEMENT.dwg
8 C STREET PROPERTY LINE SERVICE WYE LESS THAN 12' FOR CLAY PIPE BEND 4" PVC PIPE VARIABLE MATCH EXISTING SLOPE EXISTING SEWER SERVICE GRAVITY MAIN 1/2 PIPE DIA. MINIMUM FERNCO CONNECTION WITH CONCRETE COLLAR NOTE: MATERIAL SERVICE CONNECTIONS SHALL BE 4" PVC SDR 26 OR SCHEDULE /15 SANITARY SEWER SERVICE PIPE REPLACEMENT S-8 SANITARY SEWER SERVICE PIPE REPLACEMENT.dwg
9 EXISTING CIPP LINER EXISTING SANITARY SEWER PIPE EXISTING CONDITION SANITARY SEWER SERVICE WYE BRANCH EXISTING SANITARY SEWER PIPE SANITARY SEWER SERVICE PIPE STAINLESS STEEL CLAMPS PVC SADDLE SHIELD UNIVERSAL PVC SADDLE "T" EXISTING CIPP SANITARY SEWER CORE DRILL EXISTING PIPE PROPOSED CONDITION NOTE: 1. FOR 4" OR 6" SERVICES, INSTALL PIPECONX SADDLE TEE OR APPROVED EQUAL. 2. FLEXIBLE SADDLE MUST BE INSTALLED IN COMBINATION WITH SADDLE SHIELD. 10/15 SANITARY SEWER SERVICE INSTALLATION FOR CIPP S-9 SANITARY SEWER SERVICE INSTALLATION FOR CIPP.dwg
10 7.5" R 15" 3" 3" 18" 6" 7.5" 3" SECTION PLAN HORSESHOE DETAILS "INFI-SHIELD" SEAL OR EQUAL. NEENAH R-1733 CASTING ASSEMBLY OR AS NOTED ON PLAN OR APPROVED EQUAL. 27" HDPE ADJUSTING RINGS (2 MIN., 1' MAX. OF RINGS). ECCENTRIC CONE 4.0' HIGH P2 PROFILE GASKET PER ASTM C443 AND/OR JOINT SEAL ROPE CUT BELL FROM DIP AND JOIN WITH FERNCO TYPE COUPLER OR EQUAL. MANHOLE STEPS, 16" O.C. (SEE NOTE 3) NET MH. BARREL HEIGHT 48" 5" 8" DIP TEE SECTION VARIES 12" - 16" 20' DIP VARIABLE HEIGHT BOTTOM MONOLITHIC SECTIONS 1.8' TO 4.0' TALL WITH POURED INVERTS AND 7.5' WITHOUT INVERTS, IN 0.1' INCREMENTS. VARIABLE DROP SIZE 6" MONOLITHIC SLAB PSX BOOT (TYP) AS REQUIRED HORSEHOES FILLED WITH CONCRETE MORTAR ON ALL SIDES (SEE DETAIL) NOTES: 1. NO WOOD SHALL BE USED FOR ADJUSTING CASTING. 2. CAST IRON FRAME AND COVER AS PER SPECIFICATIONS. 3. MANHOLE STEPS SHALL BE ALUMINUM, OR STEEL REINFORCED PLASTIC PER ASTM C PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478 FURNISHED WITH O-RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. LIFT HOLES NOT PERMITTED IN MANHOLE SECTIONS. 5. PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WATER TIGHT BY CAST IN PLACE RUBBER BOOT AND CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. REVISIONS SANITARY DROP INLET MANHOLE.dwg SANITARY DROP INLET MANHOLE S-10
11 CORE DRILL AND SEAL WITH MORTAR DIP PIPE CONCRETE SUPPORT 27" SECTION A -A 48" 5" ACCESS OPENING A "INTRA FLOW" OR APPROVED EQUAL WITH RAIL SYSTEMS A FLOW CONSTRUCT CHANNEL REVISIONS INSIDE DROP MANHOLE ADDITION S-11 INSIDE DROP MANHOLE ADDITION.dwg
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