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Home My WebLink About06020007.7NOTE TO CONTRACTOR: CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PE -RCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW BENCHMARKS: LEE 2 - THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST 131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION TABLET, STAMPED "LEE 2 AZI 1989 ". N.A.V.D. t ELEV.= 917.518 LEGEND EXISTING EDGE OF WOODS EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE FM-.E I MATCH EXISTING 870 PROPOSED CONTOUR PROPOSED SANITARY SEWER - �- - PROPOSED STORM SEWER -000- PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) SCALE: 1 "= 50' DENOTES 4" SUBSURFACE DRAIN TO LOT - DENOTES 6" SUBSURFACE DRAIN ROLL CURB STOEPpF�'.,��' 1STE 100 LOT NUMBER �'aQ ,'' �p'•••'A= 874.1 PAD ELEVATION _ NO. PAD SIZE: 35'X60' 19358 (UNLESS OTHERWISE NOTED) O' STATE OF 1 �z MFPG= MIN. FLOOD PROTECTION GRADE ' %�,� •.,!NDIANP.:' ��.`� ''',11111111 Ilk```,` "HOLEY MOLEY" SAYS: 1 -800- 382 -5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. . ... II AN � � P P� III S� �01 3 �� NOTE: MIN. FLOOD PROTECTION GRADES OF ALL STRUCTURES FRONTING POND #3 SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 -YR. LOCAL OR REGIONAL FLOOD ELEVATION (WHICHEVER IS GREATER FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, ETC.) Cn Z 0 w a- Y 0_ Q w a 0 0 0 Li L_ w U \I cfl m o 0 M LL J u7 \ m 0 w Ul) 0 0 Li L_ w U \I EARTHWORK: 1. EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1- 800 - 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM \EARTHWRK Z ^_J I..L. Z W a_ 0 1 W W 0 W r� V J �N Ne ry W 0- N n 0. 0 0 LL- U Z rW Q V ^ ) V) SHEET NO. z Q 0 Z I LLJ ii Q V C200 Joe No.46600S213 U) Q O L o W > 00 r_ U X Z Q Q J � I ry UJ W W I Z ° 0 C7 00 Z W STORM CHART (' `n STIR. NO. TYPE T.C. RIM INVERT DIRECTION Z_ 154 YARD INLET 912.50 910.00 W 155 CURB INLET w MH 916.50 909.38 E &NW -J 156 CURB INLET w MH 916.50 909.19 SE &W � 000 162 YARD INLET 913.00 910.50 W Z Cf' w 163 YARD INLET 916.08 909.88 E &NW 0 164 ICURB INLET 916.22 909.50 SE &W () 166 YARD INLET 914.00 911.50 SW 167 CURB INLET 913.80 910.31 NE &S 168 CURB INLET w MH 913.80 909.77 N &NW &SE 168A CURB INLET 914.00 910.00 SE 169 ICONCRETE END SECTION 907.60 NW EARTHWORK: 1. EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1- 800 - 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM \EARTHWRK Z ^_J I..L. Z W a_ 0 1 W W 0 W r� V J �N Ne ry W 0- N n 0. 0 0 LL- U Z rW Q V ^ ) V) SHEET NO. z Q 0 Z I LLJ ii Q V C200 Joe No.46600S213