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NOTES: 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE STONE MEETING THE MATERIAL REQUIREMENTS OF THE STONE MEETING THE MATERIAL REQUIREMENTS OF THE MEETING THE MATERIAL REQUIREMENTS OF THE MEETING THE MATERIAL REQUIREMENTS OF THE THE MATERIAL REQUIREMENTS OF THE THE MATERIAL REQUIREMENTS OF THE MATERIAL REQUIREMENTS OF THE MATERIAL REQUIREMENTS OF THE REQUIREMENTS OF THE REQUIREMENTS OF THE OF THE OF THE THE THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THE PIPE IS INSTALLED TO GRADE AND LINE, THE PIPE IS INSTALLED TO GRADE AND LINE, PIPE IS INSTALLED TO GRADE AND LINE, PIPE IS INSTALLED TO GRADE AND LINE, IS INSTALLED TO GRADE AND LINE, IS INSTALLED TO GRADE AND LINE, INSTALLED TO GRADE AND LINE, INSTALLED TO GRADE AND LINE, TO GRADE AND LINE, TO GRADE AND LINE, GRADE AND LINE, GRADE AND LINE, AND LINE, AND LINE, LINE, LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR AND A MINIMUM OF 3" BELOW THE BELL. FOR AND A MINIMUM OF 3" BELOW THE BELL. FOR A MINIMUM OF 3" BELOW THE BELL. FOR A MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM OF 3" BELOW THE BELL. FOR MINIMUM OF 3" BELOW THE BELL. FOR OF 3" BELOW THE BELL. FOR OF 3" BELOW THE BELL. FOR 3" BELOW THE BELL. FOR 3" BELOW THE BELL. FOR BELOW THE BELL. FOR BELOW THE BELL. FOR THE BELL. FOR THE BELL. FOR BELL. FOR BELL. FOR FOR FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE MATERIAL BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE BELOW THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE THE PIPE BARREL SHALL BE 6". BEDDING SHALL BE PIPE BARREL SHALL BE 6". BEDDING SHALL BE PIPE BARREL SHALL BE 6". BEDDING SHALL BE BARREL SHALL BE 6". BEDDING SHALL BE BARREL SHALL BE 6". BEDDING SHALL BE SHALL BE 6". BEDDING SHALL BE SHALL BE 6". BEDDING SHALL BE BE 6". BEDDING SHALL BE BE 6". BEDDING SHALL BE 6". BEDDING SHALL BE 6". BEDDING SHALL BE BEDDING SHALL BE BEDDING SHALL BE SHALL BE SHALL BE BE BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF MATERIAL UNDER THE MIDDLE THIRD OF MATERIAL UNDER THE MIDDLE THIRD OF UNDER THE MIDDLE THIRD OF UNDER THE MIDDLE THIRD OF THE MIDDLE THIRD OF THE MIDDLE THIRD OF MIDDLE THIRD OF MIDDLE THIRD OF THIRD OF THIRD OF OF OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE BOTTOM ARE SOFT OR YIELDING, THE BOTTOM ARE SOFT OR YIELDING, THE ARE SOFT OR YIELDING, THE ARE SOFT OR YIELDING, THE SOFT OR YIELDING, THE SOFT OR YIELDING, THE OR YIELDING, THE OR YIELDING, THE YIELDING, THE YIELDING, THE THE THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE STONE IT WILL PRODUCE A UNIFORM AND STABLE STONE IT WILL PRODUCE A UNIFORM AND STABLE IT WILL PRODUCE A UNIFORM AND STABLE IT WILL PRODUCE A UNIFORM AND STABLE WILL PRODUCE A UNIFORM AND STABLE WILL PRODUCE A UNIFORM AND STABLE PRODUCE A UNIFORM AND STABLE PRODUCE A UNIFORM AND STABLE A UNIFORM AND STABLE A UNIFORM AND STABLE UNIFORM AND STABLE UNIFORM AND STABLE AND STABLE AND STABLE STABLE STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LENGTH OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM AND INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM INITIAL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM SHALL BE COMPACTED IN 8" MAXIMUM SHALL BE COMPACTED IN 8" MAXIMUM BE COMPACTED IN 8" MAXIMUM BE COMPACTED IN 8" MAXIMUM COMPACTED IN 8" MAXIMUM COMPACTED IN 8" MAXIMUM IN 8" MAXIMUM IN 8" MAXIMUM 8" MAXIMUM 8" MAXIMUM MAXIMUM MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL DEPTH OF THE MATERIAL PLACED. THE BACKFILL DEPTH OF THE MATERIAL PLACED. THE BACKFILL OF THE MATERIAL PLACED. THE BACKFILL OF THE MATERIAL PLACED. THE BACKFILL THE MATERIAL PLACED. THE BACKFILL THE MATERIAL PLACED. THE BACKFILL MATERIAL PLACED. THE BACKFILL MATERIAL PLACED. THE BACKFILL PLACED. THE BACKFILL PLACED. THE BACKFILL THE BACKFILL THE BACKFILL BACKFILL BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE. HAUNCHING SHALL EXTEND OF THE PIPE. HAUNCHING SHALL EXTEND THE PIPE. HAUNCHING SHALL EXTEND THE PIPE. HAUNCHING SHALL EXTEND PIPE. HAUNCHING SHALL EXTEND PIPE. HAUNCHING SHALL EXTEND HAUNCHING SHALL EXTEND HAUNCHING SHALL EXTEND SHALL EXTEND SHALL EXTEND EXTEND EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL SHALL BE B-BORROW FOR STRUCTURE BACKFILL SHALL BE B-BORROW FOR STRUCTURE BACKFILL BE B-BORROW FOR STRUCTURE BACKFILL BE B-BORROW FOR STRUCTURE BACKFILL B-BORROW FOR STRUCTURE BACKFILL B-BORROW FOR STRUCTURE BACKFILL FOR STRUCTURE BACKFILL FOR STRUCTURE BACKFILL STRUCTURE BACKFILL STRUCTURE BACKFILL BACKFILL BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN IN 6" MAXIMUM LIFTS TO NOT LESS THAN IN 6" MAXIMUM LIFTS TO NOT LESS THAN 6" MAXIMUM LIFTS TO NOT LESS THAN 6" MAXIMUM LIFTS TO NOT LESS THAN MAXIMUM LIFTS TO NOT LESS THAN MAXIMUM LIFTS TO NOT LESS THAN LIFTS TO NOT LESS THAN LIFTS TO NOT LESS THAN TO NOT LESS THAN TO NOT LESS THAN NOT LESS THAN NOT LESS THAN LESS THAN LESS THAN THAN THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE PLACED. THE BACKFILL FOR THE TOP 6" OF THE PLACED. THE BACKFILL FOR THE TOP 6" OF THE THE BACKFILL FOR THE TOP 6" OF THE THE BACKFILL FOR THE TOP 6" OF THE BACKFILL FOR THE TOP 6" OF THE BACKFILL FOR THE TOP 6" OF THE FOR THE TOP 6" OF THE FOR THE TOP 6" OF THE THE TOP 6" OF THE THE TOP 6" OF THE TOP 6" OF THE TOP 6" OF THE 6" OF THE 6" OF THE OF THE OF THE THE THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND THE MATERIAL REQUIREMENTS OF THE INDOT AND THE MATERIAL REQUIREMENTS OF THE INDOT AND MATERIAL REQUIREMENTS OF THE INDOT AND MATERIAL REQUIREMENTS OF THE INDOT AND REQUIREMENTS OF THE INDOT AND REQUIREMENTS OF THE INDOT AND OF THE INDOT AND OF THE INDOT AND THE INDOT AND THE INDOT AND INDOT AND INDOT AND AND AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS FINAL BACKFILL FOR ALL RCP INSTALLATIONS FINAL BACKFILL FOR ALL RCP INSTALLATIONS BACKFILL FOR ALL RCP INSTALLATIONS BACKFILL FOR ALL RCP INSTALLATIONS FOR ALL RCP INSTALLATIONS FOR ALL RCP INSTALLATIONS ALL RCP INSTALLATIONS ALL RCP INSTALLATIONS RCP INSTALLATIONS RCP INSTALLATIONS INSTALLATIONS INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN FREE OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN OF ROCKS LARGER THAN 6" IN DIAMETER, FROZEN ROCKS LARGER THAN 6" IN DIAMETER, FROZEN ROCKS LARGER THAN 6" IN DIAMETER, FROZEN LARGER THAN 6" IN DIAMETER, FROZEN LARGER THAN 6" IN DIAMETER, FROZEN THAN 6" IN DIAMETER, FROZEN THAN 6" IN DIAMETER, FROZEN 6" IN DIAMETER, FROZEN 6" IN DIAMETER, FROZEN IN DIAMETER, FROZEN IN DIAMETER, FROZEN DIAMETER, FROZEN DIAMETER, FROZEN FROZEN FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% 12" MAXIMUM LIFTS TO NOT LESS THAN 90% 12" MAXIMUM LIFTS TO NOT LESS THAN 90% MAXIMUM LIFTS TO NOT LESS THAN 90% MAXIMUM LIFTS TO NOT LESS THAN 90% LIFTS TO NOT LESS THAN 90% LIFTS TO NOT LESS THAN 90% TO NOT LESS THAN 90% TO NOT LESS THAN 90% NOT LESS THAN 90% NOT LESS THAN 90% LESS THAN 90% LESS THAN 90% THAN 90% THAN 90% 90% 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING SHALL PROVIDE A 3rd PARTY TESTING SHALL PROVIDE A 3rd PARTY TESTING PROVIDE A 3rd PARTY TESTING PROVIDE A 3rd PARTY TESTING A 3rd PARTY TESTING A 3rd PARTY TESTING 3rd PARTY TESTING 3rd PARTY TESTING PARTY TESTING PARTY TESTING TESTING TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE WATER SERVICE LATERALS, AND SANITARY SERVICE WATER SERVICE LATERALS, AND SANITARY SERVICE SERVICE LATERALS, AND SANITARY SERVICE SERVICE LATERALS, AND SANITARY SERVICE LATERALS, AND SANITARY SERVICE LATERALS, AND SANITARY SERVICE AND SANITARY SERVICE AND SANITARY SERVICE SANITARY SERVICE SANITARY SERVICE SERVICE SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF UTILITY, THE MINIMUM COVER FROM THE TOP OF UTILITY, THE MINIMUM COVER FROM THE TOP OF THE MINIMUM COVER FROM THE TOP OF THE MINIMUM COVER FROM THE TOP OF MINIMUM COVER FROM THE TOP OF MINIMUM COVER FROM THE TOP OF COVER FROM THE TOP OF COVER FROM THE TOP OF FROM THE TOP OF FROM THE TOP OF THE TOP OF THE TOP OF TOP OF TOP OF OF OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PIPE SHALL BE NO LESS THAN 2.5 INSTALLED PIPE SHALL BE NO LESS THAN 2.5 PIPE SHALL BE NO LESS THAN 2.5 PIPE SHALL BE NO LESS THAN 2.5 SHALL BE NO LESS THAN 2.5 SHALL BE NO LESS THAN 2.5 BE NO LESS THAN 2.5 BE NO LESS THAN 2.5 NO LESS THAN 2.5 NO LESS THAN 2.5 LESS THAN 2.5 LESS THAN 2.5 THAN 2.5 THAN 2.5 2.5 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE UTILITY THAT HAS JURISDICTION OVER THE OF THE UTILITY THAT HAS JURISDICTION OVER THE THE UTILITY THAT HAS JURISDICTION OVER THE THE UTILITY THAT HAS JURISDICTION OVER THE UTILITY THAT HAS JURISDICTION OVER THE UTILITY THAT HAS JURISDICTION OVER THE THAT HAS JURISDICTION OVER THE THAT HAS JURISDICTION OVER THE HAS JURISDICTION OVER THE HAS JURISDICTION OVER THE JURISDICTION OVER THE JURISDICTION OVER THE OVER THE OVER THE THE THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO TO BOTTOM OF EXISTING SUBGRADE AND FILL TO TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BOTTOM OF EXISTING SUBGRADE AND FILL TO BOTTOM OF EXISTING SUBGRADE AND FILL TO OF EXISTING SUBGRADE AND FILL TO OF EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE AND FILL TO EXISTING SUBGRADE AND FILL TO SUBGRADE AND FILL TO SUBGRADE AND FILL TO AND FILL TO AND FILL TO FILL TO FILL TO TO TO THE LIMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53. 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM EXISTING AND PROPOSED CITY R/W AND FOR STORM EXISTING AND PROPOSED CITY R/W AND FOR STORM AND PROPOSED CITY R/W AND FOR STORM AND PROPOSED CITY R/W AND FOR STORM PROPOSED CITY R/W AND FOR STORM PROPOSED CITY R/W AND FOR STORM CITY R/W AND FOR STORM CITY R/W AND FOR STORM R/W AND FOR STORM R/W AND FOR STORM AND FOR STORM AND FOR STORM FOR STORM FOR STORM STORM STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION CONCRETE PIPE REGARDLESS OF JURISDICTION CONCRETE PIPE REGARDLESS OF JURISDICTION PIPE REGARDLESS OF JURISDICTION PIPE REGARDLESS OF JURISDICTION REGARDLESS OF JURISDICTION REGARDLESS OF JURISDICTION OF JURISDICTION OF JURISDICTION JURISDICTION JURISDICTION OVER STORM PIPES.