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HomeMy WebLinkAbout06080010.11NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 20" VESTAL CASTING WITH 12" LID, LETTERED "SEWER" WITH PENTAGONAL BOLT /LOCK HOPE PIPE TO EXTEND 6' PVC C MINIMUM 3" ABOVE STONE .\ , . 20 "0 FRATCO HOPE METER PIT, 7.2 LBS /FT, M!N, 3' DEEP OR EQUAL 6" FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL /TEE -WYE CONCRETE CAP. FINISHED PD�nr NOTE: WATER MAINS SHALL NOT BE LOCATED IN 71E SAME TRENC AS SANITARY SEWERS. FLOW —� MINIMUM 1" & MAXIMUM 4" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) SANITARY SEWER -- vim' 10' MINIMUM 10' MINIMUM WATER MAIN JOINT SANITARY SEWER •A• JOINT FLOW LATER MAIN IF 'A' IS IF 'B' IS THEN SANITARY SEWER PPE SEGMENT SHALL BE 18" OR MORE 10' OR MORE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS LESS THAN 18' LESS THAN 10' PVC (EITHER ASTM D 2241 (SDR 21) OR ANSI /AWWA C900 (DR 18) OR ANSI /AWWA C905 (DR 21) OR DUCTILE IRON (CLASS 51 MINMAUM) NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM TO INDIANA STATE BOARD OF HEALTH'S "ON -SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13" WELL /WATER SUPPLY & SEWER CROSSING DETAIL FINAL GRADE _6 "• CLEARANCE FROM TOP OF PIPE TO TOP OF #8 STONE —6" MINIMUM (TYP.) 6" SDR35 PVC PIPE (6" X 6" X 6 ") TEE -WYE NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1 WITH SEWER ON CASTING 36" x 36" x 6" CONCRETE APRON WITH FIBERMESH REINFORCEMENT. U-7 -° I 6" PVC CAP MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING GRADE NOTE: ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3" BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE EXISTING LATERAL STUB. 3' 6" PVC CAP -,- FINAL GRADE 6" PVC PIPE TEMPORARY GLUED CAP FOUNDATION (FOOTER) (6" X 6" X 6 ") TEE -WYE 3' MIN. 3" MINIMUM 6" PVC PIPE 6" X 6" X 6 ") TEE -WYE FLOW FLOW --y- 4" SEWER 6" SEWER LATERAL iii %%�/��1 �li:�i: /i. /:�/%. 6" SEWER LATERAL #8 STONE BELOW CONCRETE CLEANOUT TYPE 2 6" MINIMUM. SEE SANITARY APRON TO PREVENT SEWER TRENCHING, BEDDING 6" SEWER LATERAL SETTLING. EXTEND TO AND BACKFILL DETAIL UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) 6" x 4" REDUCER GLUED WITHIN 3' OF THE FOUNDATION OR GASGETED OUTSIDE OF THE FOUNDATION NOTE: TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN PEDESTRIAN OR VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ENGINEER, SANITARY SEWER CASTINGS OR CLEANOUTS MUST NOT BE WITHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED OR CONCRETE SURFACES. NOTEOUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS ARE TO BE 6" SDR 35 GASGETED PIPE ALL CLEANOUT FITTINGS ARE TO BE SDR 26 TYPICAL CLEANOUT DETAILS C804 EDGE OF PAVEMENT, PROJECT NO.: C'"D 0 6096.001 DRAWN BY: CHECKED BY: CURB, GUTTER OR ALF MIN. 6' TOPSOIL GENERAL DETAILS DRAWING FILES: : \6k \6096 \001 \dwgs \C803— C805.dwg SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS d_ I� SHEET NO.: (CC8 a IN THE PUBLIC R/W GROWTH EDGE OF PAVEMENT, CURB, GUTTER OR MN. 6' TOPSOIL O SIMILAR STRUCTURE GREATER THAN 5' TO ENSURE GRASS r N THE PUBLIC R/W GROWDH • REGULAR BACKFlLL Ewe 'B' BORROW OR EQUIV. GRANULAR MATERIAL MIN. 1.25 Bc +12' COMPACTED TO 95% STANDARD PROCTOR REGULAR SACKFlLL DENSITY MIN. 1.25 Bct12' MIN. 12' 18 CRUSHED STONE OR APPROVED EOUIV, MIN. 12' CLASS I BEDDING MATERIAL 18 CRUSHED STOLE OR HAND TAMPED OR WALKED INTO PLACE Bc APPROVED EWIV. . CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE BC 6 / WITHIN 5' OF EDGE OF PAVEMENT GREATER THAN 5' FROM EDGE OF PAVEMENT NOTE: ALL BEDDING & INITIAL BACKFlLL SHALL BE INSTALLED IN 6' NOTE TO 12' BALANCED LIFTS ALL BEDDING & INITIAL BAC%FlLL LEGEND INSTALLED N 6' B A MINIMUM 9' OF CLEARANCE STALL TO 11Z' LANCE BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE Bc = OUTSIDE DIAMETER A MINIMUM 9' OF CLEARANCE SHALL D = INSIDE DIAMETER BE PROVIDED ON EACH SIDE OF d = DEPTH OF BEDDING THE INSTALLED PIPE MATERIAL BELOW PIPE TRENCH DETAIL 3 TRENCH DETAIL PLASTIC PIPE (PVC do HOPE) PLASTIC PIPE (PVC & HOPE) C804 CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING) LEGEND Be = OUTSIDE DIAMETER 0 = N9DE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PkOVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. �V MY 3500 PSI CONCRETE 2 OF 2 BOTTOM OF TRENCH a. °.4 a .. ° d/ a. a e ° ° a ° e � . CONCRETE CRADLE DETAIL V Perspective View -earth cut away CRADLE SHALL BEAR ON UNDISTURBED EARTH 2 C804 0.5 z 0 Of i /Z rr/ OgER T 00 �lsrE s� O ?J N0. ='k PE19500260 s STATE OF c /'V LAN ' r�rrY��n+nnHI1m100 DATE THIS DRAWING AND THE IDE So ESSI NS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: C'"D 0 6096.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: : \6k \6096 \001 \dwgs \C803— C805.dwg d REF: S: \3k \3462 \006 \dwgs \AS4— CFD.dwg d_ I� SHEET NO.: (CC8 a Q z ~' a w O E- r �w T/1 Ewe DATE: PROJECT NO.: 7/20 /06 6096.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: : \6k \6096 \001 \dwgs \C803— C805.dwg REF: F: \TSC —LDT4 \cis— stnd \SheetNotes \Titiel.dwg REF: S: \3k \3462 \006 \dwgs \AS4— CFD.dwg REF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: (CC8 a