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HomeMy WebLinkAboutC801 General DetailsDIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA (MIN) A* C* D* E* K RI R. APPROX. 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1/8" 9" 800 15" 2 1/4" 7" 4' -O" 6' -3" 2' -6" 1.5 12 1/2" 11" 1,100 18" 2 1/2" 11" 4' -1" 6' -2" 3' -0" 1.8 15 1/2" 12 1,300 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16" 14 1,800 27" 3 1/4" 1'_1" 2' -5" 6' -3" 4' 6" 2.6 18 1/2" 14 1/2" 2,100 30" 3 1/2" 1' -2" 1' -10" 6' -3" 5' -O" 2.9 18 3/16" 15" 2,400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36* 4" 1' -5" 3' -1" 8' -3" 6' -0" 3.4 23 3/4" 20" 4,200 TOLERENCE 1" PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15* or less 0 3' 2'x2'Box No 18" to 24" 0 3' 2' -6" x 2' -6" Box No All Pipes 3' Deeper Manhole Yes 24 Greater) All Depths Manhole Yes PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 3' 2' x 2' Box No 18" to 24" 0 3' 2' -6" x 2' -6" Box No All Pipes 3' Deeper Manhole Yes 24" Greater All Depths Manhole Yes PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 3' 2'x2'Box No 18" to 24" 0 3' 2' -6" x 2' -6" Box No All Pipes 3' Deeper Manhole Yes 24" Greater All Depths Manhole Yes TRENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM HAUNCH 85% 90% NO INITIAL BACKFILL NO COMPACTION 85% 90% NO PIPE SIZE A B AN GR TERMinniFili EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W 1 ,4.. .R'...� A V "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE GRADE a 0 T.C. GREATER THAN 5'1 T.C. i Jh --PIPE UNDERDRAIN 10' ALONG I I EACH STREET CENTERLINE. SEE DETAIL. 1===11==3 O 26" OPENING I I --L'1 °r a 1'. Steps shall be at 8" 0.C. with first step 18" below top of casting. Manholes may be required fro 24" or smaller pipes depending upon intersection angles and number of pipes. PAVED AREA INLET 0 NOTE: ALL BEDDING INITIAL BACKFlLL SHALL BE INSTALLED IN 6" TO 12" BALANCED UFTS A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE TRENCH DETAIL PLASTIC PIPE (PVC HDPE) 1 3'6 "x3'6" BASE ROLL CURB INLET STORM MANHOLE NEENAH TYPE CASTING NO. R -3433 (OR EJIW 5230) ASPHALT STANDARD REINFORCED CONC. BASE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH REGULAR BACKFILL f .1 S MIN. 1.25 Bc +12" 4N GREATER THAN 5' FROM EDGE OF PAVEMENT CAP NOT REQUIRED FOR BOX STRUCTURE L MIN. 12" ROLL CURB GUTTER NEENAH TYPE CASTING NO. R- 3501 -N ASPHALT LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 7 VAR. PIPE SIZE (18" MAX.) 1- 0 0 SOIL PLACEMENT GRADE (NEW OR EXISTING) 6" MIN. 12" MAX. NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, 1/2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. DEPTH MIN. REQUIRED COMPACTION TABLE STANDARD PROCTOR DENSITY (ASTM D 2321) (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) 1 C Y/ 6" MIN.- 12" MAX. 12" BEDDING T OF PIPE 1 BACKFILL MATERIAL (SEE NO 4t4 NOTE BACKFILL MATERIAL CLASS I, II, III, IV OF THE U.S.C.S. SOIL CLASSIFICATION SYSTEM. INITIAL BACKFILL AREA SPRING UNE OF PIPE HAUNCHING AREA BEDDING AREA FOUNDATION (REQUIRED IN UNSTABLE SOIL) 12" TRENCH PIPE EMBEDMENT DETAIL PLAN VIEW Grooved end on outlet end tongue end on inlet end TT ill 0 11 B =(D -C A 9 Groove (or tongue) to be the same as on standard reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE LONGITUDINAL SECTION VARIES Ni 4 PAY LENGTH OF CULVERT PIPE CULVERT -4 COMPUTED LENGTH OF CULVERT 1 1/2" TYPICAL SWALE SECTION END SECTION LENGTH (D) SLOPE DETAIL HOOK BOLTS SECTION Y -Y 0 CLASS CONCRETE I E +2T SECTION A -A CONCRETE PIPE TOE ANCHOR PRECAST CONCRETE END SECTION DIA GRADE (NEW OR EXISTING) 10 C801 C801 1 12 "C to C L MAX.SPACING C801 ON A SINGLE FAMILY RESIDENCE A 4" ACCESS PORT WILL BE ACCEPTABLE NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY 00 NOT CONTACT THE LATERAL OR LATERAL CAP. RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS u 1111 6" PVC CAP 6" PLACE MINIMUM 10" I)IAIAETER HDPE PIPE AROUND LATERAL PRIOR TO BACKFlWNG HPDE PPE TO EXTEND INTO CON CRETE. ::::�r' NOTE: TOP OF CASTING OR CAP SHALL EXTEND 0.20' MIN. ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN PEDESTRIAN OR VEHICULAR TRAFFIC WAY. GRADE T.C. GRADE 6" PVC CAP T.C. i .4, FINAL GRADE 6" PVC PIPE 6" 1/8 BEND 45* (6" X 6 6" SEWER LATERAL CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING) AST JORDAN IRONWORKS MODEL 1755 CASTING, LETTERED "SEWER" FINAL GRADE v .(36" X 36" X 6" CONCRETE APRON i WITH 4 X 4 X 6 WELDED WIRE FABRIC 8 BEND i TONE BELOW CONCRETE APRON TO PREVENT PVC PIPE SET S TLING. EXTEND TO UNDISTURBED EARTH. i FLOW 45' (6" X 6 6" SEWER LATERAL MINIMUM 4" CONCRETE ENCASEMENT NOT TO EXTEND BEYOND FIRST PIPE JOINT OF WYE. MINIMUM CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. CLEANOUT TYPE 2 (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) NOTE: ALL CLEANOUT PIPE AND FITTINGS TO BE PVC SCHEDULE 40 OR SDR -35 TYPICAL CLEANOUT DETAILS 11. =11 T =III w4 1 STANDARD REINFORCED CONC. BASE Steps shall be at 8" 0.C. with first step 18" below top of casting. Manholes may be required fro 24" or smaller pipes depending upon intersection angles and number of pipes. BEEHIVE INLET DETAIL r 1:= :11:= 1 =11 24" OPENING 1 ..ss BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 C D STANDARD REINFORCED CONC. BASE Steps shall be at 8" 0.C. with first step 18" below top of casting. Manholes may be required fro 24" or smaller pipes depending upon Intersection angles and number of pipes. STORM MANHOLE DETAIL 4" MIN RISER RING CAP NOT REQUIRED FOR BOX STRUCTURE STORM MANHOLE NEENAH TYPE CASTING No. 1772 -A 6 C801 4. CAP NOT REQUIRED FOR BOX STRUCTURE FINISH GRADE CAST IN PLACE OR PRECAST 00 gar U Z 0 Np M F BISMATIC COATING AS PER SPECIFICATION APPROX 90' co 2' -0" DIA. MANHOLE STEPS 4' -0" DIA. 4 "0 O• 0 0• 0. e O. 0 O• e O• 0 0 •0 •0•0• •0.0. o60. 0 0 0 0 •0.0•0"0•0 •O o O 01'0 C0.0 0 .3.1.0 0•0 6' DIA. FOR CAST IN PLACE 4' -o MIN. MANHOLE BASE FOR PRECAST BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY SUPPORTED THROUGHOUT ITS LENGTH. SECTION A —A SANITARY MANHOLE DETAIL AD 1/4" NORMAL GR PER OOT MIN.-1/8" PER FOOT SEE WYE do LATERAL CAPPING DETAIL USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' a SEWER AS PER PLAN D/4 OR 6" MIN. NEENAH R -1642 W/SELF SEAUNG LID (OR EQUAL) 1 PRECAST CONC. RINGS TAPERED CONE SECTION FILL WITH CONCRETE #4 0 12" EA. WAY COVER SEAL USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED LONG RADIUS CURVE (2' 6" MIN.) SEAL MUST BE ABLE TO PASS NR PRESSURE TES IS REQUIRED FOR SEWER RAIN WYE LATERAL CAPPING DETAIL NM HAIN LONG RADIUS PLAN VIEW CONNECTION TO MAIN SEWER V n MAX. WIDTH A 6" MIN. STONE REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT ISOMETRIC PLAN MAIN R PLAN DIAMETER AS SPECIFIED ON PLANS SECTION A —A CONCRETE ENCASEMENT DIAMETER AS SPECIFIED 7 ON PLAN OR SCHEDULE COMPACTED #8 CRUSHED STONE SANITARY SEWER TRENCH DETAIL C801 Date 6/7/96 Computer Files J: \904\DWGS \81 \90481 DT1 Project No. 904.81 1 1 2 3 4 5 1 6 8 9 10 12 13 14 15 Revisions CERTIFIED BY THIS DRA G AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCWSIVE INTELLECTUAL PROPERTY OF SCHNEDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNEIDER ENGNEERING CORPORATION. ©1996, Schneider Engineering Corporation r Schneider 61 1 0 11 Engineering Corporation 3020 North Post Road Indianapolis, Indiana 46226 -0068 317 898 -8282 317- 899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson Associates, Incorporated PLUM CREEK DEVELOPMENT COMPANY LLC PLUM CREEK COMMUNITY CENTER HAMILTON COUNTY, INDIANA GENERAL DETAILS Drawn DRP Sheet No. Engineering Surveying Landscape Architecture GIS *LIS Geology 441 prov. 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