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Home My WebLink AboutC801 General DetailsPIPE SIZE DATE: 10/30/03 PROJECT NO.: 1238.030 DRAWN BY: SGE CHECKED BY: JES SHEET TITLE: GENERAL DETAILS DRAWING FILE N: \1238 \030 \DWGS \C801.DWG SHEET NO.: CSC ..e'" PIPE SIZE 12 -15" 18" OVER BEDDING BELOW THE PIPE BARREL Q.D. /4 MIN =4 O.D. /4 MAX =8" NSVERSE JOINT 5' -O" BETWEEN NSVERSE JOINT 1/2" PREFORMED I(IIN T F11 1 FR TRANSVERSE JOINTS N OTES: a d a 4 INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF THE INDOT STANDARD SPECIFICATION. UNDERDRAINS SHALL NOT BE INSTALLED UNTIL AFTER GRADING AND COMPACTION IS COMPLETE ON SUBGRADE. ANY CONTAMINATION OF UNDERDRAIN SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH THE UNDERDRAINS ARE IN PLACE. (i.e. WATERMAINS, STORM SEWERS, SANITARY SEWERS) #8 CRUSHED STONE or #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED INTO 1/2 O.D. 0 o 0 0 0 0 0 O 0 0 0 0 0° o 0° o 0° o O° o 0 0 o 0 0 0 o o O O o 0 o 0 O o o o o o THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF THE TRENCH IS WITHIN 5' OF THE PROPOSED FUTURE BACK OF CURB, THAT GRANULAR BACKFILL (N0. 53 AGGREGATE) SHALL BE PLACED IN THE EXCAVATION AND COMPACTED TO 95% MODIFIED PROCTOR AT 6" MAX. LIFTS. WIDTH VARIES BASED ON THE TYPE OF PIPE MATERIAL DEPTH OF COVER. CONSULT THE PROJECT ENGINEER IF THE 6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT. THE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH I.O.S.H.A. REGULATIONS. IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE BOTTOM OF THE TRENCH IS OVER DUG, THE TRENCH BOTTOM WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE BEFORE THE PIPE IS LAID IN PLACE. THIS TRENCH DETAIL IS TO BE USED FOR ALL TYPES OF SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35) AND P.V.C. TRUSS PIPE. FINISH GRADE COMPACTED GRANULAR BACKFILL TO BE USED UNDER ALL PAVED AREAS. FLEXIBLE (PVC or HDPE) PIPE BEDDING PIPE TRENCH DETAIL O4 0 iV AjAjA; v A /V //V 'V i #8 WASHED GRAVEL OR APPROVED EQUIVALENT (INDOT STD. SPECS.) 4 d 4" MIN. t (BELOW BARREL) #8 CRUSHED STONE or #8 FRACTURED FACE AGGREGATE BELL HOLE EXCAVATED 4 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB 3" 3" MIN (MIN) 12" (MIN) 18" MAX) **(TRENCH SIDE SLOPES) 1:2 OVER 16' 1:3 TO 16' 1:6 TO 12' 1:12 TO 8' #8 CRUSHED STONE or #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED INTO 1/2 O.D. +12" ABOVE TOP OF PIPE O o "O .0 0 o O o -o) O 0 0.0 0 0.0 0 0.0 0 0 C-- 0 0 0 0 O o O° o O° o O 1 O o o O r 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL UTILITY AREA PAVEMENT SECTION (14� Asa, PAVEMENT O CURB UNDERDRAIN PER HCHD STANDARD DETAIL P -1 15 C801 INFI SHIELD "UNIBAND OR APPROVED EQUAL SEAL PER SPECIFICATIONS BUTYL RUBBER COATING AS PER SPECIFICATION GRADE FINISH GRADE PRECAST BASE ro CONCRETE CURB AND WALK CONC. WALK EARTH BACKFILL #53 COMPACTED STONE BASE r COMPACTED SUBGRADE 4 v 0.0 0.0 a •O °0 °o 2' -O" DIA (16" MAX.) 4'-O" DIA. CONCRETE WALK =1 ".R PLACE 1/2" DIA EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). NOMINAL1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP) PER SPECS. MANHOLE STEPS 4 4 4...' SLOPE: 1/4" PER FOOT SCORE 1/4" R 1/2" EXPANSION JOINT PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v 0 o 0 0 0 0. 0 0 0 0 o 0 0 0 0 0 0. .o O• o O• o O• o O• o 0. 0 O. o 0 0 0°0. 0. o O. o o. o 0. 0 0. 0 0. 0° O 0 0 0 0 .o oo ao oo o.0 0.0 °0.0 0.o a.o a. 4' 0" MIN. MANHOLE BASE FOR PRECAST 24" 18" o° p. 0 0.0'0.0 0•.° 0.0 0.0 0.0 0 o 0• o 0• o 0. O° 0. O° 0. 0° 0. 0° O• O° 0• o° O o °o °O. oo °o.., °o °o °o °o °0 0 00 c24" o 0 o 0 0 0 0 0 0 0 0 0 .e °no °no °no o n •o n•o n •o n•a0. 0•0 0•0 0•0 0•0 °O• °0• °0• °0• °0• °0• O °0 o °o o °0 O °0 O °O o °0 O o0 o 00 O o0 O °0 O 2' CONCRETE CHAIRBACK CURB (WITHOUT GUTTER) GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL (FIGURE 5 -4B) NEENAH R -1642 W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" PRECAST CONC. RINGS TAPERED CONE SECTION PRECAST CONCRETE SECTIONS FILL WITH CONCRETE #4 12" EA. WAY 6" up oo o O p O 0O 6" ARMEL CARMEL 1/4" R PAVEMENT NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 PLAN 6" MIN. NO. 8 CRUSHED STONE REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT SECTION A -A SANITARY MANHOLE DETAIL ,z cso, C801 X11, vviI J 36" x 36" x 6" CONCRETE APRON WITH FIBERMESH REINFORCEMENT. v PLACE MINIMUM 10" DIAMETERjx; HDPE PIPE AROUND LATERAL jj.� PRIOR TO BACKFILLING. HDPE PIPE TO EXTEND INTO CONCRETE. #8 STONE BELOW CONCRETE APRON TO PREVENT SETTLING. EXTEND TO UNDISTURBED EARTH. NORMAL GRADE 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90° El 1- A 1. SAWCUT EXISTING EDGE NEW PAVEMENT O 0° 0 0° 0 0°0 0 o 0 o 0 O 0 0 0 0 o 0 o 0 o° 0 0 0 0 0 o 0 0 0 0 12" RESERVED EAST JORDAN IRONWORKS MODEL 1755 CASTING, L E I I L R E D "SEWER" 1 6" PVC CAP PARKING' NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. VAN GREEN ILLUMINATING TAPE (BORDER) ACCESSIBLE 0 "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL 30° MIN 45° MAX. NO SCALE MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING EXPANSION JOINT AROUND LATERAL FINAL GRADE sll, ,vlb 6" PVC PIPE CLEA \OUT TYPE 2 (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) TYPICAL CLEAN OU T DETAIL SEWER LATERAL ISOMETRIC PLAN MAIN SEWER LONG RADIUS SECTION A -A PLAN VIEW CONNECTION TO MAIN SEWER C801 MIN. 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT TIE -IN DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE 2. SURFACE MILL 1" 3. TACK COAT ALL FACES EXISTING PAVEMENT II o o o° o O° o O o o o O 0 o O o o 0 0 0 C . 0 O 0 O 0 °O 0 0 o 0 0 0 0 0 0 0 0 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 GREEN ILLUMINATING TAPE (LEI ILRS) BLUE ILLUMINATING TAPE (SYMBOL BLOCK) WHITE ILLUMINATING TAPE (BACKGROUND) GREEN ILLUMINATING TAPE (ARROW) (6" X 6" X 6 TEE -WYE MINIMUM 4" CONCRETE CAP FROM THE SPRING LINE TO 6" OVER PIPE, NOT TO EXTEND BEYOND FIRST PIPE JOINT OF WYE. MINIMUM CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. TYPICAL PAVEMENT SECTION !2_ PAVEMENT MAX. 1:12 SLOPE III =1TI =I 1 1 /2 "R HANDICAPPED PARKING SIGN 4" WIDE WHITE STRIPE 9' HANDICAPPED TYP. 50' 0" BETWEEN EXPANSION JOINTS (MAX.) SIDEWALK DETAIL A 5 0 OR AS SPECIFIED ON PLAN PLAN VIEW II I ,III .111=111= INTEGRAL CONCRETE CURB SECTION A -A WHEELCHAIR RAMP DETAIL 10" DIA. PAINTED HANDICAP SYMBOL DETAIL NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 45° 9' CONCRETE SIDEWALK NOT TO SCALE NO SCALE 6' 0" E-- 2" 4" WIDE BLUE STRIPE 9' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS FIBER REINFORCED CONC. (3000 PSI) NO SCALE DA 10/30/03 THIS DRAY NG AND THE IDEAS, DESIGNS AND CONCEPTS CO. `.JTAINED HEREIN ARE THE EXCLUSIVE INTELLECT AL PROPERTY OF THE SCHNEIDER CORPORAT iN, AND ARE NOT TO BE USED OP REPRODUCE' IN WHOLE OR IN PART, WITHOUT THE WRIT 'EN CONSENT OF THE SCHNEIDER CORPORATION. COPYRR_ FED BY THE SCHNEIDER CORP. (2005)) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Ctis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 31 7.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering T V 1 Cr) EX CID 0 G4 ISTING O o M GJD TAO REVIEW COMMENTS CARMEL, INDIANA CARMEL, INDIANA