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Home My WebLink About04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 27STORM SEWER NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS— BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS (AT FULL FLOW CAPACITY) SHALL REQUIRE AS —BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION. THE CONTRACTOR IS INSTRUCTED TO AS —BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. SCALE: 1"=50' HOR. 1"=5' VERT. NOTE: FINAL BACKFILL FOR ALL RCP INSTALLATIONS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE B— BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6— INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS GREATER THAN 5 —FEET OF PAVEMENT SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6— INCHES IN DIAMETER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12 —INCH MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. DE\OTES FULL DEPTH GRANULAR BAC (sA\D) KFILL 90 780 770 DATUM ELEV 765.00 it 01 w N.P. 755.00 NOTE: CONSTRUCTION TOLERANCE FOR YARD INLETS WILL BE +0.0' TO —0.20' z O U W 0 ZO Woo U 01— (f) V) CO NOTE: "EXCEPT FOR FORCE MAINS, CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES AND STORM SEWERS IS 18" OR LESS." ALL EXISTING OFF —SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW 3O L.1 0.40% Q 8" WATERMAIN 24 R.C. 2 1— (.0O H- (0 W O") W(0 O-. ZOO co N ZOO co in O II 11 O II 11 ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING NO MORE, NO LESS TO ESTABLISH PLAN CASTING GRADE. 51 L.F. 0.40% 24" R.C.P. 1— O Z o c o (0 0 II J UCH >-c') NOTE: BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B— BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4 —INCH MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3— INCHES BELOW THE BELL. FOR PIPE SIZES 66— INCHES AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6— INCHES. BEDDING, HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTHOF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. THE LIMIT OF INITIAL BACKFILL SHALL BE 6— INCHES ABOVE THE SPRINGLINE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18— INCHES. SCALE: 1"=50' H OR. 1"=5' VERT. /EXISTING GRADE PROPOSED GRADE 18" R.C.P. E. INV.= 771.87 O CO CO CO II II U 0 WN rE) 00 ZOO N-N 0 II 11 J (n 1- 271 IROQUOIS LANI 258 773.75 0 8 cnro N II J UU W z 0 0 26 L.F. 0.40% 2" R.C.F. INS,. =765.4 SCALE: 1 50' FULL DEPTH GRANULAR BACKFILL SCR 5 PV 780 770 760 750 DATUM ELEV 745.00 co 0 mm 6 v w 0 (=4i z w w 0 10 0 N N 0 II 0 0) 6) 10 0 JOB NO. 43405S5 m SHEET NO. W 1— 0 0 F 0 0) z 0 z C601 (r) W (n z z CONSULTING ENGINEERS LAND SURVEYORS REVISE PROFILES REVISE PROFILES REVISIONS \I r0 Wd'C di _171- II C J �O CD Q ct T.C.= 778.25 HGL= 775.31 YARD INLET TR. 844 7:.20 HGL 775.44 J D �r WH O J oo r` 1 1 Z OM co co Q� b (A-1:JUIL I 96 MANHOLE STR. #841 T.C. 779.00 H L= .61 URB INLET STR. #842 T.C.= 78.25 1 CURB INLET STR. #843 EXISTING YARD IN f STR. 8: h Nr II J 00 1- /EXISTING GRADE PROPOSED GRAD 120 L.F. 0.44% 12" R.C.P. 7 4. L F R.C.P. O 8" 15 i /4 2 2.5 28 2 L 0.40% 19 �i 15" 7 11 30 L.F 0.40% 15" R.C.•. WATERMAIN 21" R.C.P. W. &E. INV.= 766.68 (AS— BUILT) CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION STORM SEWER NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS— BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS (AT FULL FLOW CAPACITY) SHALL REQUIRE AS —BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION. THE CONTRACTOR IS INSTRUCTED TO AS —BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. SCALE: 1"=50' HOR. 1"=5' VERT. NOTE: FINAL BACKFILL FOR ALL RCP INSTALLATIONS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE B— BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6— INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS GREATER THAN 5 —FEET OF PAVEMENT SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6— INCHES IN DIAMETER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12 —INCH MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. DE\OTES FULL DEPTH GRANULAR BAC (sA\D) KFILL 90 780 770 DATUM ELEV 765.00 it 01 w N.P. 755.00 NOTE: CONSTRUCTION TOLERANCE FOR YARD INLETS WILL BE +0.0' TO —0.20' z O U W 0 ZO Woo U 01— (f) V) CO NOTE: "EXCEPT FOR FORCE MAINS, CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES AND STORM SEWERS IS 18" OR LESS." ALL EXISTING OFF —SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW 3O L.1 0.40% Q 8" WATERMAIN 24 R.C. 2 1— (.0O H- (0 W O") W(0 O-. ZOO co N ZOO co in O II 11 O II 11 ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING NO MORE, NO LESS TO ESTABLISH PLAN CASTING GRADE. 51 L.F. 0.40% 24" R.C.P. 1— O Z o c o (0 0 II J UCH >-c') NOTE: BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B— BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4 —INCH MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3— INCHES BELOW THE BELL. FOR PIPE SIZES 66— INCHES AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL SHALL BE 6— INCHES. BEDDING, HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTHOF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. THE LIMIT OF INITIAL BACKFILL SHALL BE 6— INCHES ABOVE THE SPRINGLINE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18— INCHES. SCALE: 1"=50' H OR. 1"=5' VERT. /EXISTING GRADE PROPOSED GRADE 18" R.C.P. E. INV.= 771.87 O CO CO CO II II U 0 WN rE) 00 ZOO N-N 0 II 11 J (n 1- 271 IROQUOIS LANI 258 773.75 0 8 cnro N II J UU W z 0 0 26 L.F. 0.40% 2" R.C.F. INS,. =765.4 SCALE: 1 50' FULL DEPTH GRANULAR BACKFILL SCR 5 PV 780 770 760 750 DATUM ELEV 745.00 co 0 mm 6 v w 0 (=4i z w w 0 10 0 N N 0 II 0 0) 6) 10 0 JOB NO. 43405S5 m SHEET NO. W 1— 0 0 F 0 0) z 0 z C601 (r) W (n z z CONSULTING ENGINEERS LAND SURVEYORS REVISE PROFILES REVISE PROFILES REVISIONS