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Home My WebLink AboutC200 Development PlanD.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. !848.01 870 m <000 LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) 100 874.1 M.J.C. EARTHWORK: LOT NUMBER PAD ELEVATION PAD SIZE 60'Wx40'D (UNLESS OTHERWISE NOTED) MINIMUM SUMP ELEVATION-758.50 M.E. MATCH EXISTING DENOTES 4" SUBSURFACE DRAIN TO LOT DENOTES 6" SUBSURFACE DRAIN N- (PER HAMILTON COUNTY ROLL CURB SURVEYOR'S OFFICE STANDARDS) FORM \EARTH WRK PROPOSED 6" UNDERDRAINS L=> EMERGENCY FLOOD ROUTING 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 (FWF) FLOODWAY ZONE AE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME, CARMEL, COMMUNITY NUMBER, 180081, PANEL NUMBER, 0227F, MAP NUMBER 18057CO227F, DATED FEBRUARY 19, 2003. FLOODWAY FRINGE ZONE AE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME, CARMEL, COMMUNITY NUMBER, 180081, PANEL NUMBER, 0227F, MAP NUMBER 18057CO227F, DATED FEBRUARY 19, 2003, LOMR -F CASE #04- 05- 0574A, DATED: JANUARY 28, 2004. FLOODWAY PER HEC -RAS CALCULATIONS BY (FWS) STOEPPELWERTH ASSOCIATES, INC. DATED FEBRUARY 3, 2003. SCALE: 1"= 50' 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 0.10 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. 1 2 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 MALL 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 WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL S &A TBM #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 ELEV.= 775.59 S &A #4: TOP STEP ON STOOP SW COR. OF ENTRY TO WELL #17 SW COR. OF STOOP ON PROPERTY EXCEPTION 7 \o 774.1 7'2 ter: «_..:.os �I_ OD igi f �Aa U! 1110 L aMr/ p' 111 1 0.50% GRD. CHG. 1769.31 1768.20 165 766.0 765.671 166 766.6 868 13%90' 170 765.5 171 765.2 130.4' 130.00' 60 L.F. 12' :'R..C.P.... 0.40% CHG. 1.11 2.84% 0.60% GRD 5 +14.35 5+ O 5.61% 140 L.F. 15" R.C.P. 0.41% 150.00 764.0 130.00' 200 767.8 199 766.3 '1.30.00 30.00' 130.00' MFPG 76 197 NO PAD CHERRY CREEK BOULEVARD 25' B.L. 204 771.5 205 770.4 130.95' 206 NO PA MFPG 768.6 196 767.2 20' 13.37' 771:5 131.62' 10' D.U. &S.E. 10' D.U. &S.E. 11.51 51.11 0.6 8 +00 765.5 766.2 768`62 768.82 0 o. 0 BRIDGE TO BE INSTALLED PREPARED BY OTHERS 172 765.7 D. &U.E. 84..90' 0.21% MFPG 768.3 195 NO PAD 1 g 41.65' 2 7.57. 97.82' 210 768.4 90.00' 194 768.1 90.00' 766.8 254' 0.42% 5" SDR 35 PVC 211 NO PAD MFPG 768.7 D. &U.E. 0 +99.28 1767.60 193 768.3 82.92' 1767.901 1768.20 O +DO 0.60% 1770.851 192 771.6 25' B.L. 10 26 L.F. 42" R 0 0.30% 90.00' EX. DRIVE TO BE REMOVED PAD DETAIL h 40' 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. 9+0 TOE OF SLOPE Q4-1.1 n7 0.60% 1n +nn 10 +5 0.30% 11 +00 CONC. APRON RELOCATED STONE DRIVE BY PLATINUM PROPERTIES RED 11 Q DAR Z +00 "HOLEY MOLEY" SAYS: 1 -800- 382 -5544 CALL TOLL FREE 1 -800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA CITY OF CARMEL INST. #9502728 a) c0. 12 +50{° CAUTION ►u nru r, 4: o 2 y 4. c I (f) \s 1- 0 "rrrrnnint0 C.A. #19 110.00' 1770.241 25' B.L. 212 NO PAD MFPG 772.7 1770.3] .P. 251 (r) o 110.00'15' D:U. &S.E: R.C.P. 1771, D.U. &S•E 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. GRD. CHG. 13 +50 13 +73.83 14 z a_ W F- m rn Y U N N (0 0 0 0 0 CC 4 w Q 0 0 4 z 0 z in w CO L z z W U SHEET NO. C200 JOB No.4340554