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HomeMy WebLinkAbout29-96.5EARTHWORK: 1. EXCAVATION BENCHMARK: A. Excavated material that Is suitable may be used for fills. All unsuitable material and all surplus U.S.G.S. S-78 excavated material not required shall be removed from the site. STANDARD TABLET SET IN CONCRETE APPROX. B. Provide and place any additional fill material from off9ite as may be necessary to produc e the grades 1000' N. OF 106th ST. @ EAST R/W LINE required on plans. Fill obtained from offaits shall be of quality as specified for fills herein and the ............ source approved by the Developer. It will be the responsibility of the Contract OF U.S. # 421. ELEV.=900.77 Contractor for any costs for fill needed. 2- REMOVAL OF TREES S. &A. #3 1,V1 LLAGE �/ESTON P ACE""" SECT ON Kill 1 Ol A. P.K. NAIL IN NORTH FACE OF P.W.P. #12-128 be buried on site. All trees and stumps from area to be occupied by a rood surface area. Trees and stumps shall not . ... ... . .......... 12' UP, POLE IS 33' WEST OF PANHANDLE ... . ....... 3. PROTECTION OF TREES EASTERN RED & WHITE GAS LINE MARKER. 5: -I P-\/ =Pal nA 145" r!. A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value It I !, - -.11 `11 11 11 ­1 ­_. , Ill . ..... .... . .. ... and worth which do not impair construction of Improvements as designed. RI IJ, F 1,;::1 -1 B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with ti respect of protective measure to be taken, If any, to preserve such trees. It I , .1 , , '* I 1 1, .. ...... ... . ......... . . .... y. [3li 4. REMOVAL OF TOPSOIL ...... .... .. NOTE: :', _ .. ... ... . .. 101.09, Removal of topsoil to a depth of 6 Inches (or more if required by Engineer) - - - A. 80.001 80.00" 9&89' from all area to be ALL FRONT YARDS SHALL BE AS FLAT AS POSSIBLE ........ .. .. .. . ..... excavated or filled. Topsoil should be stored at a location where it will not Interfere with . .... ... _01 x 1l x9m construction operations. The topsoil shall be free of debris and stones. FROM THE BACK OF CURB TO APPROX. 5' IN FRONT xre-99 71 f899 0ox 5 X ao .... ........ . . . ... .... 9 1x 5. UTILITIES OF THE BUILDING SETBACK LINE. ........ .. .. . ... .... ...... ... ....... . . A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. 4 Ni , ALL PADS PLACED SHALL BE COMPACTED TO 3 B. It shall be the responsibility of the Contractor to determine the location of existing underground 95% OF MAX. DENSITY USING THE 18 CAR "a X all .7 utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free iTb - 901.0 9 901.1 90 1-800-382-5544 within Irldlano or 1-800-428-5200 outside Indiana. STANDARD PROCTOR TEST METHOD. I& Rcg" 90,0.4 8. SITE GRADING CONTRACTOR SHALL BUILD PADS 0.5 FOOT X, A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area LOWER THAN PLAN GRADE SHOWS. X Of to sub rode as shown on the drawing. The tolerance for paved areas shall not exceed 0.10 feet above established 2CF .1.11.61 20 B. subgrode. oth4l!�arecs 7 899.7 ..... . .... shall not exceed 0.10 feet plus or minus the established grade. Provide rouridings, dt top and bottom ) 0.69. 80.00" 110.00" of banks and other breaks In grade. X 45 7&89' k00.31 I t C. The Engineer shall be notified when the Contractor has reached the toleranic os.stb` fed above, so > 899.2 8 that field measurements and spot elevations can be verified by the Engineer, The Contractor shall cb GE:TTYSB H.P. not remove his equipment from the site until the Engineer has verified that the job meets the above 7+ &�oo 15+50 0 91 LACE 10+00 0.65% 1 50 tolerance. 00 099.36 18 0�59"f) FORM\EARTHWRK 899.1 CUD 125.w 13 11 Do. 30 LF.F. 2 8 �v D.Al 00 "HOLEY MOLEY' 899 6, SAYS: CAUTION I X XM W LOCATION OF ALL EXISTING UNDERGROUND 6 ID 3 in Li UTILITIES SHOWN ON THIS PLAN ARE BASED X, r b 2 4 44 Li I r' A 0) UPON ABOVE GROUND EVIDENCE. (including. 0'. 6 but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND 901.5 \0 901.3 0) 0) ARE SPECULATIVE IN NATURE. THERE MAY ALSO' 38 L4 BE OTHER EXISITING UNDERGROUND UTILIMESL C�\/ 10 900.2 0 FOR WHICH THERE IS NO ABOVE GROUND, C51 SE 0d EVIDENCE OR FOR WHICH NO ABOVE GROUND to� 0 900.3 -0 142.41 LVIUMMI.,11 Will OBSERVED. THE EXACT LOCATIONS X, 0 WF90Q.i5 Wo OF SAID EXISTING UNDERGROUND UTILITIES 37 x SHOULD BE VERIFIED BY THE CONTRACTOR Li 2 PRIOR TO ANY AND ALL CONSTRUCTION. No 0 0 O >,,. 900.2 42 45 oil x AN 900.7 .901.0 41 8 C,4 a ;t 900.9 no. �9�� ; v 12, . \ " k � ts 3 9 .9 W, b W4 UJ 1FD.U.Al iii F6 c, x 'ro 099 J, 172 LF, 15' 8 8�9.7 X .14-11 130.00` Afe nx 900.4 do 1 691 NI-1- Rw711 IS 15' D.U.Sl D s X ol ss7 '� tides/ o r X :�� (� z X�p %Ap V �� 1-800-382-5544 CALL TOLL ME 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA 46 C; OX 41 x 897'.9 of °' ' $ a C, 901.0 0 J L4 Li F\ , A% 901.0 z 14 lJ 900.0 900.3 0 X X11 0 ter `� /����Qiii ��, \ /� \ O / �h x Z, -4e11 at I ACK) 896.9 till g X1 3W IB- & '47 W RJ X X 34 899.6 Au z zen\_ 89- ""15' D. 1- 15' D.E. 0 890.2 124.-- 1 0 80.00. 80.00, N 63.26 D.F_ 50.21' It 4,� is 15P D.E. Lo or Y00 0 9 F901. �� / \ 16 X 18 ill X X X A hill 33 X x 901. 51 X RE:N "I X 900.2 901,7 901.7 x ffu� W 898 8 . 899.1 899.5 1 X N 19584BST "I tGn X 882 20 _k 20' D.Ill 31 ti 30 29 28 901.2 902.7 0 902.5 110M a _J CL D, 2V D.W.E. 2V DAUZ 97 - 19 t3- dit fA 37.7,V 9 7 all IF900-71 80.00? s6.w oll A -1 750 x 898.2 V06A(;L 7+50 Still 5+00 0.60% 6 +50 7 74 8+00 8+50 9+00 8 0 Lr V C% LEGEND 897. 7.25 11110-1 Small Bow 20' D.Ill 82.9.3' 79.0 zu. V. -W D.U.Si So EXISTING CONTOUR 751 '2 &E. EXISTING SANITARY SEWER + 0 e) 23 25 o 261 27 89c, 5 899. 9012 90 "1 01 9 9'02.8 90 ;.4 3.7 0 0 9 aK X :!� : � 1x901.8 I I [ <000- PROPOSED SWALE 4 il X X JL I X 024 902.7 PROPOSED 4' SIDEWALK (BY HOME BUILDER) M3 X X J` -4- UNLESS OTHERWISE NOTED D.E. C4 112.22' 15' D 80-25' 15 15' D.E. 001 0 abool 03 80. EK@ i I'i,' �J�, 104.16' LOT NUMBER F898.;q 0 C .. ... ...... .. PAD ELEVATION PAD SIZE 60 x70 FIT f all) It DENOTES PADS OF 2'-1 OF 'A FILL OR MORE L A. FA N K CcD W E �S I Ol"N PL, CE SECTION 1 PROPOSED 6" UNDERDRAINS 4' S.S.D. TO EACH LOT 2.7, IT. I"'. P. 0 littll PLA(Ji, SIF-CTl Tylil T-- 010 162 00 9 g .8 i I- A 900 g fll'."i I OR 00 X 161 g 'i 746 901.3 t I 9 150.69' 91 X 411, 160 901.5 0 g 150.44! X1 159 902.3 g 0 X x 158 902 9"' 15' D.U*&E. Il ­ 15' D.U.11ill X 157 a ill 9 901.9 C; 9 0 ROM> ul 9 N X 0 rn 3 902.2 aII� 902.7 { w a ��7� 9 4 150.001 x 902.6 7 9 o <O x 15' D.U.Ii LF. 157 R.C.P . 153 5ox 9 �1 903.1 J9 II ox "ME 748 W I 152 903.5 ^g, it 9 I'lix , r"I li ( � I I M (1) Z 0 Str. No. Type Tc/Rim Inverts Dir. 878 Curb Inlet 897.56 893.02 (SW) (NE) 879 _N) (NE) 880 Manhole 898.70 893.32 (SW) (NE) 881 Yard Inlet 897 894 (SW) (NW) 882 Double Curb Inlet 896.41 892.77 (SW) (NW) '0 twy A Curb Inlet 895.88 892.60 (SE) (NW) 883 Double Curb Inlet 896.41 892.86 (SE) 884 Curb Inlet 901.31 896.82 (S) (N) 884 A Yard Inlet 899.60 897.30 (S) 885 Curb Inlet 900.62 896.63. (W) 886 li Curb Inlet 900.62 896.54 (W) (E) 887 Manhole 899.80 895.60 (W) (E) (S) 0 888 Curb Inlet 899.20 895.67 (S) (N) 889 Curb Inlet 899.20 .895.76 (S) (N) --- Yard Inlet 899.60 896.17 (S) 891 Yard Inlet 898.50 895.97 (N) 892 Curb Inlet 899.45 894.93 (W) (E) 893 Curb Inlet 899.45 1894.82 (W) (E) 894 Curb Inlet 897.21 1894.45 (SE) 46 C; OX 41 x 897'.9 of °' ' $ a C, 901.0 0 J L4 Li F\ , A% 901.0 z 14 lJ 900.0 900.3 0 X X11 0 ter `� /����Qiii ��, \ /� \ O / �h x Z, -4e11 at I ACK) 896.9 till g X1 3W IB- & '47 W RJ X X 34 899.6 Au z zen\_ 89- ""15' D. 1- 15' D.E. 0 890.2 124.-- 1 0 80.00. 80.00, N 63.26 D.F_ 50.21' It 4,� is 15P D.E. Lo or Y00 0 9 F901. �� / \ 16 X 18 ill X X X A hill 33 X x 901. 51 X RE:N "I X 900.2 901,7 901.7 x ffu� W 898 8 . 899.1 899.5 1 X N 19584BST "I tGn X 882 20 _k 20' D.Ill 31 ti 30 29 28 901.2 902.7 0 902.5 110M a _J CL D, 2V D.W.E. 2V DAUZ 97 - 19 t3- dit fA 37.7,V 9 7 all IF900-71 80.00? s6.w oll A -1 750 x 898.2 V06A(;L 7+50 Still 5+00 0.60% 6 +50 7 74 8+00 8+50 9+00 8 0 Lr V C% LEGEND 897. 7.25 11110-1 Small Bow 20' D.Ill 82.9.3' 79.0 zu. V. -W D.U.Si So EXISTING CONTOUR 751 '2 &E. EXISTING SANITARY SEWER + 0 e) 23 25 o 261 27 89c, 5 899. 9012 90 "1 01 9 9'02.8 90 ;.4 3.7 0 0 9 aK X :!� : � 1x901.8 I I [ <000- PROPOSED SWALE 4 il X X JL I X 024 902.7 PROPOSED 4' SIDEWALK (BY HOME BUILDER) M3 X X J` -4- UNLESS OTHERWISE NOTED D.E. C4 112.22' 15' D 80-25' 15 15' D.E. 001 0 abool 03 80. EK@ i I'i,' �J�, 104.16' LOT NUMBER F898.;q 0 C .. ... ...... .. PAD ELEVATION PAD SIZE 60 x70 FIT f all) It DENOTES PADS OF 2'-1 OF 'A FILL OR MORE L A. FA N K CcD W E �S I Ol"N PL, CE SECTION 1 PROPOSED 6" UNDERDRAINS 4' S.S.D. TO EACH LOT 2.7, IT. I"'. P. 0 littll PLA(Ji, SIF-CTl Tylil T-- 010 162 00 9 g .8 i I- A 900 g fll'."i I OR 00 X 161 g 'i 746 901.3 t I 9 150.69' 91 X 411, 160 901.5 0 g 150.44! X1 159 902.3 g 0 X x 158 902 9"' 15' D.U*&E. Il ­ 15' D.U.11ill X 157 a ill 9 901.9 C; 9 0 ROM> ul 9 N X 0 rn 3 902.2 aII� 902.7 { w a ��7� 9 4 150.001 x 902.6 7 9 o <O x 15' D.U.Ii LF. 157 R.C.P . 153 5ox 9 �1 903.1 J9 II ox "ME 748 W I 152 903.5 ^g, it 9 I'lix , r"I li ( � I I M (1) Z 0 -K Q 0 z LLJ > 00 0 z < < V) DO 04 W LLJ Z 0 00 Z LLJ 0 L0 K) Z 0) L0 F- I 0 _J =11 :D W 0-4- 0 0 Z z 0 Z z W Z C) < 0- F_ ZO Z 03: LAi V) F- L LLJ a- 3: z 0 0 1 @ LLJ W LLJ Cr LLj n Li _J LJ SHEET NO. 3 OF 19 SHEM ' N0' 1l 95848 00 M '0 < to LLI li LLI 0 -K Q 0 z LLJ > 00 0 z < < V) DO 04 W LLJ Z 0 00 Z LLJ 0 L0 K) Z 0) L0 F- I 0 _J =11 :D W 0-4- 0 0 Z z 0 Z z W Z C) < 0- F_ ZO Z 03: LAi V) F- L LLJ a- 3: z 0 0 1 @ LLJ W LLJ Cr LLj n Li _J LJ SHEET NO. 3 OF 19 SHEM ' N0' 1l 95848