The URL can be used to link to this page

Home My WebLink About03090002 Cherry Creek Estates Subdivision Section 2 Large Plan pg. DEARTHWORK: 1. EXCAVATION FORM \EARTHWRK 1848 870 <000 100 874.1 M.S.E. 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) LOT NUMBER PAD ELEVATION PAD SIZE 60'Wx40'D (UNLESS OTHERWISE NOTED) MINIMUM SUMP ELEVATION= 758.50 MFPG MINIMUM FLOOD PROTECTION GRADE 762.10 (NO BUILDING OPENING WINDOWS, WINDOW WELLS, DOORS, ETC) (WILL BE ALLOWED BELOW THIS ELEVATION) M.E. MATCH EXISTING NP N-ROLL CURB sD SPECIAL DRAINAGE (FROM REAR OF LOT TO FRONT AROUND HOUSE.) PROPOSED 6" UNDERDRAINS EMERGENCY FLOOD ROUTING WA 766.52 TYPICAL 100 YEAR ELEVATION DENOTES 6" SUBSURFACE DRAIN SURVEYOR'S OFFICE STANDARDS) 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 DENOTES 4" SUBSURFACE DRAIN TO LOT (PER HAMILTON COUNTY ELEV.= 762.05 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. (FFF) 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 1805700227F, DATED FEBRUARY 19, 2003. FLOODWAY PER HEC -RAS CALCULATIONS BY (FWS) STOEPPELWERTH ASSOCIATES, INC. DATED FEBRUARY 3, 2003. S &A #3: MANHOLE TC INTERSECTION OF STONE PINE TRAIL AND THORN WOOD DR. 5806 STONE PINE TR. IN STONE HAVERSTICK SUBDIVISION 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. 2. REMOVAL OF TREES A. All trees and stumps shall be removed from areas to structure area. Trees and stumps shall not be buried be occupied by a road surface or on site. 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 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. 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. C.A. #9 VAR. D.E. 1762.01 132.6 764.571 30 L.F. 30 F. 0.21% 15" R. .P. 86 767.1 M.S.E. 130.00' MFPG 87 767.1 MFPG M.S.E. 10' D. &U.S.E. 1 LA #3 N .P.= 55.50 2 YEARJLEV.= 759.88 10 `R ELEV.759.97 'T06 YEAR ELEV.= 760.10 BOTTOM ELEV. 747.50 MIN. 130.00' 85 764.8 M.S.E. 130.00' 767.11 1765.69 90.00:` 1766.861 7 +50 8 +00 1765.441 62.85' 761.91 1766.611 92.10' 15 7 1:37.E. 1764.41 1765.19 1766.421 83 25' B.L. 767.5 M.S.E. 90 :00':: 76 6.35 1764.941 rrarn 0.42% mime T.P.E. 20' D. &U.E. 111.68' 1764.691 84 767.0 M.S.E. o 0 20' D.E. L.P. 9 +94.74 1764.52 8' SDR 35 PVC 20' D.U. &S.S.E. F. 0% R 6' PEDESTRIAN ASPHALT PATH V 5 a E;IL i 1Y EASEM -G+TY OF CAfltvFEL OF HAMILTON COUNTY INST. #9502726 DELAWARE TRACE SECTION.. 3 INST. #9909930367 1.34% 6' PEDESTRIAN ASPHALT PATH BFE 761` ES ij 15'. J 0 0 0 M D.E. 5+50 90.00' 109 768.0 M.S.E. 92.00' '64.41 El l> 15' D.E. 92.00' 114 67.5 M.S.E. 1760.71 90.00' 20' D. &U.E. 1765.81 90.00' 21" R.C.P. 0 0 o' r.' 15' D.E. 1762.71 (763.1 20' D. &U.E. 341 L.F. 20' D.U.& 82 767.5 M.S.E. o 0 0 o 0 0 64.01 SWALE 2.78 SLOPE 1767.21 763.0 1762.6 1760.61 1764.41 110 767.7 M.S.E. 0 0 20 69.44' 762.0 92.00' 1762.01 CHERRY CREEK ESTATES CT1ON 1B tFwss C am Ca 0 B.L. 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 WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL 778.1 0 774.1 30 L.F. 1.o0% 12" R.C.P. 00 00 PAD DETAIL H 40' H COMPACTED FILL 7 EXISTING GRADE TOE OF SLOPE PROPOSED GRADE SECTION "A N.T.S. 0 LAKES WILL BE LINED WITH A MINIMUM OF 18" OF CLAY LINER. M PX 0% MAN 4" GARAGE SLAB 12" 1 BLOCK 4" SUMP DRAIN TYPICAL FOUNDATION TOP OF WALL 18" SUMP PIT PAD GRADE 4" SLAB WATER TABLE "HOLEY MOLEY" SAYS: 1 800 -382 -5544 CALL TOLL FREE 1 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA 761.5 CAUTION 5 SCALE: 1"= 50' 1 I 760.20 J 20' "I E1V ERGENCY SPILLWAY SECTION N.T.S. 761.5 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. Z J W J m Q7 6 U 3 o (7, M 0) O J u II m v7 z 0 w ct L. I- 0 N) O H.< N 00 rr) 0 N N 00 N) z 0 z w L ES z LJ U SHEET NO. C201 JOB N0.4340552