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Home My WebLink About05040015.4SITE GRADING PLAN SCALE = 1' = 30' P L(, C r CASTING >. MARK y r,. SPOT ELEVATION (TOP OF CURB) wv 1 '... ,... p £e § ' � (� +�}p��j 1 ! V NEENAH R- 3340 -B i _. _.. .. .... ._. __... . SPOT ELEVATION 882.95 FIRE HYDRANT NEENAH R -3236 CURB INLET STR -3 882.50 x 885.30 NEENAH R- 3340 -B INLET 831 CONTOUR B. DECIDUOUS TREE ❑ - AREA LIGHT 1 0 EVERGREEN TREE El=_0 AREA LIGHT 2 R- 3340 -B BU`�H STR -5 UTILITY POLE X FENCE -- GUY ANCHOR -a- 4., IT; TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE CTI TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE ❑1 TRANSFORMER OD DRAINAGE MANHOLE .. Aar � ..a: _.. UNDERGROUND GAS 3 :i ......... _..� t SANITARY MANHOLE �u UNDERGROUND TELEPHONE wi CURB INLET uGE 7 ® ROUND INLET (24" TYPICAL) STM UNDERGROUND STORM ® p.� SAN UNDERGROUND SANITARY C CLE AN OUT -w w- WATER LINE • PIPF BOLLARD -- PROPOSED GRADING LEGEND -- END SECTION STR -13 -- 881.93 -- -- END SECTION IL d SAN MANHOLE STR -14 i T -- 884.50 W/ GRINDER PUMP _ r. DATE: 4 -1 -05 F. SCALE: 1" = 30` PROJECT SITE GRADING PLAN SCALE = 1' = 30' • NEW SANITARY STRUCTURE •�� NEW SANITARY SEWER CLEANOUT ■ NEW STORM SEWER INLET A NEW PIPE END SECTION > o o NEW SWALE FLOWLINE 88677 TOP OF CURB ELEV. SPOT ELEVATION 886.27 GUTTER ELEV. 1.00% FLOW DIREC11ON GRADING NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 6.TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 8. CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. STRUCTURE SCHEDULE EXISTING LEGEND INVERT CASTING STRUCTURE MARK INLET OUTLET ELEV. TYPE SPOT ELEVATION (TOP OF CURB) wv WATER VALVE 883.50 885.55 NEENAH R- 3340 -B INLET STR -2 SPOT ELEVATION 882.95 FIRE HYDRANT NEENAH R -3236 CURB INLET STR -3 882.50 x 885.30 NEENAH R- 3340 -B INLET 831 CONTOUR B. DECIDUOUS TREE ❑ - AREA LIGHT 1 STR -4 EVERGREEN TREE El=_0 AREA LIGHT 2 R- 3340 -B BU`�H STR -5 UTILITY POLE X FENCE -- GUY ANCHOR -a- SIGN IT; TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE CTI TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE ❑1 TRANSFORMER OD DRAINAGE MANHOLE G UNDERGROUND GAS (3 ) SANITARY MANHOLE JGT UNDERGROUND TELEPHONE wi CURB INLET uGE UNDERGROUND ELECTRIC ® ROUND INLET (24" TYPICAL) STM UNDERGROUND STORM ® SQUARE INLET (24" TYPICAL) SAN UNDERGROUND SANITARY C CLE AN OUT -w w- WATER LINE • PIPF BOLLARD -- PROPOSED GRADING LEGEND • NEW SANITARY STRUCTURE •�� NEW SANITARY SEWER CLEANOUT ■ NEW STORM SEWER INLET A NEW PIPE END SECTION > o o NEW SWALE FLOWLINE 88677 TOP OF CURB ELEV. SPOT ELEVATION 886.27 GUTTER ELEV. 1.00% FLOW DIREC11ON GRADING NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 6.TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 8. CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. STRUCTURE SCHEDULE Jf•1 U) INVERT CASTING STRUCTURE MARK INLET OUTLET ELEV. TYPE TYPE STR -1 -- 883.50 885.55 NEENAH R- 3340 -B INLET STR -2 883.05 882.95 885.45 NEENAH R -3236 CURB INLET STR -3 882.50 882.50 885.30 NEENAH R- 3340 -B INLET 'w ZOI Z NEENAH O STR -4 881.95 881.95 885.40 R- 3340 -B INLET STR -5 881.83 881.83 885.45 -- AQUA SWIRL (AS -4) STR -6 -- 881.70 -- -- END SECTION 01 W'W NEENAH c �yrnrn STR -8 881.93 881.93 884.90 R- 3340 -B INLET STR -9 -- 881.70 -- -- END SECTION STR -10 -- 881.70 -- -- END SECTION STR -11 881.92 -- -- -- END SECTION STR_12 881.97 -- -- -- END SECTION STR -13 -- 881.93 -- -- END SECTION IL d SAN MANHOLE STR -14 880.5 -- 884.50 W/ GRINDER PUMP HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. Q) Jf•1 U) 6.1.. Y U LL p O Z W o �o �v m ^w^ t! N Gj F v? CL x a Q) Jf•1 U) 6.1.. Y U T L.L m Y Q O7 1 W �o �v m F v? CL x a D Z a � m L C O N rn 00 o 'w ZOI Z w O (6 C5 C/) �!2 m W > 0 LLJ z ' Cc 0 F- Inn j Q a a w 01 W'W c �yrnrn U) U) w ! jjl�� Lu I U) sa�al� fY : -oO L to LO O o,o 0); Lb O N N m Z 5W G U� Z Q �v U LL I- > W 0� Q W � Q 0 C LL W Q 20 J LL Q Z Q CL V Z 0 (D W I- m SHEET NO. IT IS AGAINST THE LAW TO EXCAVATE C3.0 WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. OF 11 PP0AF' T- F' \9f n \ on _nr A o dam-- ♦...es DWG: C3.0 SITE GRADING PLAN.dwg PLOTTED BY: R. C. BERGER 0 o0 �o �v m F v? CL x m L C O N rn 00 o F- U m w (6 C5 ~t90 m W > 0 Lo Cc 0 Q T CL Zcnqvoo c �yrnrn fY : -oO O N D h h m LL CL$z°�� Q IL d � a DATE: 4 -1 -05 SCALE: 1" = 30` PROJECT NO.: 2005 -0014 SHEET NO. IT IS AGAINST THE LAW TO EXCAVATE C3.0 WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. OF 11 PP0AF' T- F' \9f n \ on _nr A o dam-- ♦...es DWG: C3.0 SITE GRADING PLAN.dwg PLOTTED BY: R. C. BERGER