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HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 061848.01 870 t <000 100 874.1 M.S.E. M.E. D.U. &S.S.E. D.U. &S.E. D. &U.E. L.M.A.E. S.L.E. D.E. B.S.L. N.R. N.A.E. T.P.E. R/W C.A. M.F.G. N.P. EARTHWORK: 1. EXCAVATION FORM \EARTHWRK LEGEN D EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR ROLL CURB PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) LOT NUMBER PAD ELEVATION PAD SIZE 60'Wx40'D (UNLESS OTHERWISE NOTED) MINIMUM SUMP ELEVATION= 758.50 MATCH EXISTING MINIMUM FINISH GRADE NO PAD TO BE CONSTRUCTED 10' ASPHALT PATH PROPOSED 6" UNDERDRAINS EMERGENCY FLOOD ROUTING DENOTES 4" SUBSURFACE DRAIN TO LOT DENOTES 6" SUBSURFACE DRAIN (PER HAMILTON COUNTY SURVEYOR'S OFFICE STANDARDS) DRAINAGE, UTILITY SANITARY SEWER EASEMENT DRAINAGE UTILITY SEWER EASEMENT DRAINAGE UTILITY EASEMENT LANDSCAPE, MAINTENANCE ACCESS EASEMENT SIGN LANDSCAPE EASEMENT DRAINAGE EASEMENT BUILDING SETBACK LINE NON RADIAL NON ACCESS EASEMENT TREE PRESERVATION EASEMENT RIGHT OF WAY COMMON AREA S &A IBM #1: PWP #056462 ON WEST SIDE CHERRY TREE 1400 CHERRY TREE RD APPROX. 1'± ABOVE EXISTING GROUND EAST SIDE OF POLE MINI RAILROAD SPIKE ELEV.= 778.56 S &A #2: NORTH BONNET NUT ON FIRE HYRDRANT LOCATED ON WEST SIDE STUB OF KICKAPOO LN. JUST NORTH OF KICKAPOO LN. AND ARAPCHO CT. INTERSECTION IN DELAWARE TRACE SUBDIVISION ELEV.= 762.05 S &A #3: MANHOLE TC INTERSECTION OF STONE PINE TRAIL AND THORNWOOD DR. 5806 STONE PINE TR. IN STONE HAVERSTICK SUBDIVISION ELEV.= 764.14 S &A #4: TOP STEP ON STOOP SW COR. OF ENTRY TO WELL #17 SW COR. OF STOOP ON PROPERTY EXCEPTION ELEV. 775.59 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 token, 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 0.10 feet above established subgrade. All other areas shall not exceed 0.10 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. �o M it LAKE #4 N.P. 755.00 2 YEAR ELEV. =758.3 10 YEAR ELEV. =759.I 100 YEAR ELEV. =761 6 l EX. 821 w 0 07 ct0 rn c�a N co 0) N CCD 0o 0 cn 0 822, 0 0 EX. MGR. CHG. J�0 +15.86 N 0 O N 0 50' /\N 30' B -B O O O w N �0 0 762.70 1765.01 1763.1 1 c 3 0 O a 0 0 i 1762.31 L L.P. 0+ 40.86 762.61 Zen I- T2 R.C.P. l© 0.40% 252 766.0 76 1765.6 M.F.G. 766.4 266 N.P. GR CHG. 0 +90.86 1763.17 15 D.0 &S.E. 3.61 H.P. 00% 97 L.F. 18" R.C.P. 4. 1766.5 ‘N N 253 767.5 2 0'D \des S 25`e S.C. 0 0 0 0< 0 0 0 VAR. D.U. &S.E. EX. 824 1765.1 1 15' c0 25' 20' D 765.4 o3..+ 265 766.42 1765.6 0 0 0 D.E. B.S.L. &U.E. 0.40% 6 +00 1 +50 1765.761 20' D.U. &S.S.E. 25' B.S.L. 766.01 1. U &S E J) 20' T.P.E. CD 1768.6 SWALE 3.6% 26 4 770.8 M.F.G. 771.3 810 rn cn 251 770.8 0 267 770.2 6 +50 1769.081 2 +00 1768.221 1769.01 1769.8 0 0 0 v 0 0 0< 769.0_ 20' D. &U.E. 0 N 1769.51 SWALE 5.2% 20' D. &U.E. 254 773 .1' 1771.071 2 +50 1770.681 250 774.5 O 0 0 25' 263 775.3 M.F.G. 775.8 1770.7 .S.L. PADDLE DRIVE 7+00, 7+50 773.5 268 774.8 25 1773.07 20' D.U.-&S.S.E, S.L. 0 0 1772.5 15' D.0 1773.13 20' D 1774.3 774.01 &S. E. 3.S.L. &U.E. 774.3 20' 25' TB.S.L. rr Iry 1D. U &S. E. 270 L.F. 18" R.C.P. 4.00% 255 776.8 249 776.5 M.F.G. 777.0 SWALE' 3.3% 20' D. &U.E. 20' T.P.E. SWALE 2.3% N SWALE 1.6% M.F.G. 778.5 269 778.0 1775.581 262 N.P. M.F.G. 778.7 1774.71 15' D.0 &5.. 7n' n &U.E. 1775.81 GR. CHG. 8 +1 .75 1775.51 1 776.0 CD 1776.4 1777.7 I D! m 3trUIOS LA11 50 3 5G b 0 1777.001 1777.7 H.P. 06 776.91 256 777.7 9.30% 20' D.U. &S.S.E. 248 778.0 M.F.G. 778.5 25' 777.21 M.F.G. 779.3 CD 01 0 0 270 N.P. 1777.751 1776.61 0 Be 1777.5 4 +50 25' B 0 od 777.4 26 L.F. 12" R.0 U.4U% 261 N.P. LL M.F.G. 779.3 15' 813 H.F SWALE 1.3 1777 63 L.F. 12" 3.961 vi 0 0 H.P_ 15 2( 177 zJ 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 OF 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 COMPUANCE MATH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. 0 PROPOSED GRADE 778.1 0 SECTION L 774.1 "HOLEY MOLEY" SAYS: 1- 800 -382 -5544 CALL TOLL FREE 1- 800 428 -5200 FOR CALLS OUTSIDE OF INDIANA N.T.S. PAD DETAIL EXISTING GRADE CAUTION 40' SCALE: 1"= 50' .0 I I 1 I,,,,,, COMPACTED FILL ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. 51 s= 19358 STATE OF "ONAL to‘` TOE OF SLOPE 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. 0 N 0 0 W LL LLJ U m CO 0 CC 0 z 0 0 CC 0 w 3- O N N 5 w CC rr) 0 M JOB NO. 4340555 0 SHEET NO. L4J 0 z 0 z w z (f) IjJ J I- 0_ Q F- Z W� W YZ 0_ w0 O LLJp: W UW W O 1:h W W I- (f) z 0 z Li U C202