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Home My WebLink AboutSite Development Plan Sheet 5ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. ^9p, Op T O e.o90 808 YARD INLET 809 YARD INLET 5 11 5 810 CURB INLET N.P. = 900.00 1 PROPOSED GRADE 811 CURB INLET 2 2 812 CONC. END SECTION EARTHWORK: 10 10' 1. EXCAVATION -11 1 3 A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus BOT= 892.00 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 SECTION "A"-"A" N.T.S. 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. EXISTING GRADE T,0•B. 0p 3. PROTECTION OF TREES agps - -... 9p5.00 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. 5 5 B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with 1 N.P. = 900.00 1 r \-- PROPOSED GRADE respect to protective measure to be taken, if any, to preserve such trees. 2' 2 4. REMOVAL OF TOPSOIL 10 10' A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall _11 1 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. BoT= 892.00 5. UTILITIES SECTION "B " - "B" A. Rules and regulation governing the respective utility shall be observed in executing all work under N.T.S. 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. 3 3 B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas \1 1 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 5' 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 SECTION "C"-"C" tolerance. N.T.S. FORM\EARTHWRK 813 Q Q CURB INLET 814 CURB INLET 815 (SE) CONC. END SECTION 816 Qtf 0 CONC. END SECTION 817 L..1� CONC. END SECTION 818 900.28 DBL. CURB INLET 819 LLJ DBL. CURB INLET 820 (W)(E) CONC. END SECTION 821 905.83 CURB INLET 822 V) CURB INLET 823 902.47 CURB INLET 824 CONC. END SECTION 825 (NE) MANHOLE 826 905.15 CONC. END SECTION 827 CONC. END SECTION 828 901.50 MANHOLE 829 CONC. END SECTION 830 (N) MANHOLE 831 CURB INLET 832 v, CURB INLET 833 J CONC. END SECTION 834 Q CONC. END SECTION 835 z Q CURB INLET 836 906.81 CURB INLET 837 CURB INLET 838 900.00 CURB INLET 839 CONC. END SECTION 840 (SW)(NE) CONC. END SECTION 841 908.17 CONC. END SECTION 842 CURB INLET 843 904.47 CONC. END SECTION 844 CURB INLET 845 (W) DBL. CURB INLET 846 a DBL. CURB INLET 847 CONC. END SECTION 848 903.00 CONC. END SECTION 875 CONC. END SECTION 876 (N) CONC. END SECTION M z 0 w Of a V) 0 N Q Q W 0-) 00 a_ 900.00 (SE) W c� W L. U Qtf 0 f� Z a L..1� Q 905.20 900.28 J z Q LLJ 907.00 901.47 (W)(E) W1 905.83 902.32 Q0 V) Cn tr W I UJ 902.47 W _Z 0 (NE) CD CIO 905.15 Z 1 - W 905.15 901.50 C� "' Z 0-) (N) �- `n J 0') v, D -71 J 0 Q Z 0 903.05 z Q ( 906.81 LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER 848• PROPOSED GRADE 848 PROPOSED CONTOUR PROPOSED SANITARY SEWER "'♦" PROPOSED STORM SEWER -<aaa PROPOSED SWALE PROPOSED 4' SIDEWALK (BY HOME BUILDER) (UNLESS OTHERWISE NOTED) 35 LOT NUMBER 853.0 PAD ELEVATION PAD SIZE 60'x60' (UNLESS OTHERWISE NOTED) C� EMERGENCY FLOOD ROUTE „ HOLEY MOLEY" 4" S.S.D. TO LOT SAYS: 6" S.S.D. /V~ 100 YEAR ELEVATION FLOOD ROUTING - 800 -382 -5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA BENCHMARK IRON PIN CONTROL POINT SET BY P.I. CRIPE ELEV.= 904.94 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. Z 904.50 899.45 (NW)(E) a_ 900.00 (SE) W c� W L. U Qtf 0 900.00 (SW) L..1� 905.20 900.28 (W)(NE) z Q LLJ 907.00 901.47 (W)(E) W1 905.83 902.32 (W)(E) V) 905.78 902.47 (E) 900.00 (NE) 905.15 901.35 (SW)(NE) 905.15 901.50 (SW) 900.00 (N) 900.00 (S) 900.00 (NW) 906.81 903.05 (NW)(SE) 906.81 903.20 (SE) 900.00 (SW) 908.49 904.15 (SW)(NE) 908.17 904.33 (NW)(NE) 904.47 (SE) 900.00 (W) a 902.44 (NW)(E) 903.00 (SE) 903.00 (N) 909.30 904.07/904.65 (N)(W)(S) 905.00 (S) 911.00 905.08 (NW)(E) 910.99 905.26 (W)(SE) 910.99 905.38 (W)(E) 906.00 (E) 903.00 (S) 909.49 905.07 (N)(S) 909.49 905.19 (N)(SE) 909.09 905.38 (NW)(E) 909.09 905.50 (W) 904.42 (N) 904.50 (S) 904.94 (N) 908.91 905.41 (S) 903.00 (SW) 908.68 904.25 (SE)(NE) 908.27 904.48 (W)(NW) 908.27 904.60 (E) 906.18 (W) 906.21 (E) 898.74 (S) 898.74 (N) LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER 848• PROPOSED GRADE 848 PROPOSED CONTOUR PROPOSED SANITARY SEWER "'♦" PROPOSED STORM SEWER -<aaa PROPOSED SWALE PROPOSED 4' SIDEWALK (BY HOME BUILDER) (UNLESS OTHERWISE NOTED) 35 LOT NUMBER 853.0 PAD ELEVATION PAD SIZE 60'x60' (UNLESS OTHERWISE NOTED) C� EMERGENCY FLOOD ROUTE „ HOLEY MOLEY" 4" S.S.D. TO LOT SAYS: 6" S.S.D. /V~ 100 YEAR ELEVATION FLOOD ROUTING - 800 -382 -5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA BENCHMARK IRON PIN CONTROL POINT SET BY P.I. CRIPE ELEV.= 904.94 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. Z a_ Z W c� W L. U Qtf 0 L..1� Q LLJ cf) _J z Q LLJ �O __ W1 0 �< U V)1 L, 1 LLJ V) V) J W Q U SHEET NO. 5 rOF 37 SHEETS X06 No.42611 .0 01