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Home My WebLink About2-96.2"HOLEY MOLEY" SAYS: 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, dt 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 1 - 800 - 382 -5544 SHOULD BE VERIFIED BY THE CONTRACTOR CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA W Z J 4 o� PROPOSED GRADE o! a- 1 11 I EXISTING GRADE SECTION "A" - "A" NO SCALE STORM SEWER TABLE LEGEND - - EXISTING CONTOUR EXISTING SANITARY SEWER ---o-- = EXISTING STORM SEWER ® PROPOSED GRADE e+a• -•- PROPOSED CONTOUR PROPOSED SANITARY SEWER -'t-- - PROPOSED STORM SEWER <000 -- PROPOSED SWALE PROPOSED 4' SIDEWALK (BY HOME BUILDER) 35 LOT NUMBER 853.0 PAD ELEVATION PAD SIZE 50'x65' DENOTES PADS OF 2' -0" OF FILL OR MORE -- - PROPOSED 6" UNDERDRAINS I BENCHMARK: NOTE: U.S.G.S. S -78 ALL PADS PLACED SHALL BE COMPACTED TO 95% OF MAX. µ, GS m M Str. No. Type Tc /Rim Inverts Dir. Inverts Dir. 895 Curb inlet 898.81 894.17 (N)(S)(SE) Y 1000' NORTH OF 106th STREET @ EAST R/W LINE 896 Curb Inlet 898.81 894.26 (N)(S) EACH PAD TO HAVE AT LEAST 1'-0" OF OVERBUILD OF US #421. ELEV.= 900.77 897 Yard Inlet 897.50 894.68 (S) IN FRONT OF THE BUILDING LINE. 898 Manhole 900.00 893.83 (N)(S)(E) 894.83 (S) ,'� 899 Curb Inlet 898.70 894.96 (N)(S) o WITH RESIDENTIAL DRIVEWAYS SHOULD BE 6" THICK. P.K. NAIL IN NORTH FACE OF PWP #12 -128A = 193 900 Curb Inlet 898.70 895.05 (N) w ,y o 901 Curb Inlet w /Manhole 898.59 894.18 (S)(E)(W) 902 Curb Inlet 898.59 894.27 (W) Iasi i 6834• 6IL5s .... •' ^ 7s s4' 77.12P 50.00' S 900 70'LD.iS.E Iiri ? i. 5 903 Yard Inlet 898.50 894.81 (E)(W) 904 Yard Inlet 498.80 895.38 (E)(W)(N) 905 Double Curb Inlet $99.32 895.86 (S)(N) 906 Curb Inlet 899.23 896.03 (S)(W) 907 Double Curb Inlet 899.23 896.12 (N)(E) 908 Yard Inlet 899.70 896.40 (S)(E) 909 Yard Inlet 899.00 896.62 (W) 911 Double Curb Inlet 899.66 896.26 (E)(W) 912 Double Curb Inlet 899.66 896.35 (E)(W) 913 Yard Inlet 899.30 896.75 (E)(N)(S) 914 Concrete End Section 897.33 (N) 915 Concrete End Section 897.37 (S) 19584AS2 LEGEND - - EXISTING CONTOUR EXISTING SANITARY SEWER ---o-- = EXISTING STORM SEWER ® PROPOSED GRADE e+a• -•- PROPOSED CONTOUR PROPOSED SANITARY SEWER -'t-- - PROPOSED STORM SEWER <000 -- PROPOSED SWALE PROPOSED 4' SIDEWALK (BY HOME BUILDER) 35 LOT NUMBER 853.0 PAD ELEVATION PAD SIZE 50'x65' DENOTES PADS OF 2' -0" OF FILL OR MORE -- - PROPOSED 6" UNDERDRAINS I BENCHMARK: NOTE: U.S.G.S. S -78 ALL PADS PLACED SHALL BE COMPACTED TO 95% OF MAX. µ, GS m M W STANDARD TABLET SET IN CONCRETE APPROX. DENSITY USING THE STANDARD PROCTOR TEST METHOD. Y 1000' NORTH OF 106th STREET @ EAST R/W LINE EACH PAD TO HAVE AT LEAST 1'-0" OF OVERBUILD OF US #421. ELEV.= 900.77 IN FRONT OF THE BUILDING LINE. � Q ALL SIDEWALKS CONTINUED ACROSS AND IN CONJUNCTION S. &A N0. 3 ,'� o WITH RESIDENTIAL DRIVEWAYS SHOULD BE 6" THICK. P.K. NAIL IN NORTH FACE OF PWP #12 -128A = 193 -- = 9: T w ,y o cn J 12 UP POLE IS 33 WEST OF PANHANDLE EASTERN RED & WHITE GAS LINE MARKER ELEV.= 895.04 0 g a ._ $97 -4 ,_ - -- , 1 l � ig I 6 I + 0) 00.0 l + 9 ' _. 0 es ar 6aar N _ 45 9� 29 OO ,31 e9 20 D as E 901.7 74 Ee H P. eaar 9oe a9 ar.... 00 ,! .i es ar ao r + pp + $ • `� 20 D 0 0 901 20 Li.� E 901.0 20 20' D i! 9 3 - 9 4 _ a !, a r LD.65 46 a i� : + +M" 9 1. * Ol. 1 + �. ' "� `°• a *900.6 90 6 + + 901.1 + + + + '� ' 47' ° 901 O ° r 900.6hi m:, � � � , 1.8 so1.8 OCT ® - + ° D C� 901.1 O so1.4 901.4 sot; s 1 2 „fi, 48 � . . h�' - N56 ° `� Of UJ ° 8� i 57 � � 901.6 g / 54 $ 55 53 l 902.7 50 901 9 / _ � � � 52 1 '. 902.9 W 902 3: a 901.8 901.8 i I� n 901,1_ . 901.6 N2 2 1-- �O O 13 j } X �. 50' S0' a° A d 50' 50' S0' .i 9� �F.. � - 20' .as S ¢ ao ao ao Z a O / 1 7 - p0 4 e� st 1 °°° 0 u) �� • ''`, ,;, � '- ��- ''�'- � i 50 18+720 19+ 2.101fl+ .72 \ )03.0 ,,,1 ens . ` 2, �• D U.66S E 2a .u. &S t bs et' 1e+ 66 >- 901 • ' 9/0 D u.assF 4 g u s E h a� 7'� 900.1 es o0 900.6 as ao 900.9 ''� %sa s9' +yo t Op t�. 4 9.22 ', 9 w 0) I. �O . 48 '3+ O eD ar y +40 217 13 se 4F. i "" _0.6071; 17 oo gr 01 RCP. • 30>< yp ` CONSTI 0 , ., �. � � + .i -F,. 49.e2' lz7s' �•' \ I' DRIVE H P a,� 64 g 32 LF :47- 71' 11+ 11 83.04 12 00 12.189-9-78-11 :i0 13+8 1 10.2613+ 41 1 30 +0.6 ' 14+pa 14 50 r'_ 00 121 ;fa 1S+ .5 1 18+ R t'ei� 1 9 .06 9 -{ 7 00 59 I `'�' � 90 ssas „'b• �' �� * I 42M 0.4 0.0 6000 90 saw s4 e1' 01.1 i 903.0 �e 9° 0 2a D W.E m _ _ �... 20' 0.W.E I D.rU.E I I I 00 m 1 �' ,,.j I�I� 0 44 ..901.8 °� 9.,Oy1.5 , ` 902 2 901 0 o " 901.1 901.8 902.1' 901.9 a� ' " � 100 � �d I � 95 94 � �� i' �\ 902. �� ., 102 101 b 4, 99 98 97 9 1 96 �, . �t CEO. I� >� 0 ) i I + I °f d 902. � 9 1 ®0 0.5 05 0e sool 1 11 11 s o. ° + \ s + 103 0, !w . Ii l ' °`ter 16 o.M1 - II ia' D...E 211 LF. RC.P. a o.J08 ° a 98.5 .�� \902. 2 ° I + �I - f- 1 9. 71 8 .4 Mae 900.0 saoo• � + O I I / �0 6u� 9 ,� i s• D W.E _ - 900. 0 ' 1$ DyJ^__- 14 • rn $ \ \ 8 / g 4 , eDJd ►ate µ,', 3 p 3 o°fi 42 ® 904 9. a m 902.0 -'� gp •6 r � O O+ / l + 8 0D Ile 62 / / 6 ® 112 113 114 E / / a 9 I I / a� Q$ \ 104 Z+ ��. • r � > + + p 6 111 30' &-e 900.4 ® 901.5 ' 900. 9 01. 3 901.3 �• R 1 i O I I f *_ I _. 1 �. 901.6 e N �� 110 �� I 41 „ood o I go, 10 9 15, DMA&L 901.6 ss.s 9 0 2.0 ° 108 -'' 20• D.aU E. ,� ,..� 1s' D.U.LS.E 5 9 1.8 , + f t +3rr 8 9 Boar ti 63 105 107 902.2 �, m� , a EARTHWORK: 9 O 1• 4 4 o 5 /� o g0 oo R • oaaa6 rn 9 O.8 R o � ' � y LANE 14 � +0.60 1 ++� 0+6 3s so � o aD loll �� \\ 1. EXCAVATION $ Y } -� g 106 902.5 y / �� basil ape 2+ 9 99.7 898.98 900 8 .83 „• o\ ,�� Y, `fl r 9 �} 2 9g m 0 I + A. Excavated material that is suitable may be used for fHs. All unsuitable material and all surplus �` 902.0 1 / / 0 yob g F N, excavated material not required shall be removed from the site. - l \ 0 �� :TM , 8 g s9.eo' ? [oil a rn B. Provide and place any additional fill material from offsite as may be necessary to produce the grades 6 4 \ N / 4 boat `�S yp / o.° 00 P P 3* 71a - required on plans. Fill obtained from offelte shall be of quality as specified for fills herein and the x� f :,,> / �R W O r,r- aD \ $ source approved by the Developer. It will be the responsibility of the Contractor for any costs for s' \ � � � � 1 900.8. � 901.7 �- fill needed. w `p0 god 'j y0ad 4•x00 r'� O 2. REMOVAL of TREES 'o o, 20' DAME (-� 74 75 / 73 Q. �n 902.3 A. All trees and stumps from area to be occupied by a road surface area. Trees and stumps shall not '' KL. g0,' // " 9 O 2 °LQ�J \ '' be buried on site. �0 �` ! " 1 • } 1 65 \ 9 °O 60� } P �4 p,. 72 � 3. PROTECTION OF TREES 9 5 / O 2.2 6+0p s+5o g r 9 y� 901 9 ��, 9 4 01 + 4 r/ A. The Contractor shill, at the direction of thu Developer, endeavor to save and protect trees of value '... ° 71 0 901 8 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 s + p f' s2 n g 1 of ' 901. ' w 66 901.5 / gp, , �� respect of protective measure to be taken, if any, to preserve such trees. ..... 70 902.0 + 4. REMOVAL OF TOPSOIL \ `o A + Removal of topsoil to a depth of 8 inches (or more if required by Engineer) from oil area to be a, s e14 `9 ^oe> 902.2 6 7 9 0 2. 4$ excavated or filled. Topsoil should be stored at a location where it will not interfere with 00 construction operations. The topsoil shall be free of debris and stones. ° co 9 0 2. 7 ` Y moo; 902.3 F $ g+ 5. UTILITIES 2 7 / + 9 espOi 90 A. Rules and regulation governing the respective utility shall be observed to executing all work under ` : this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground I utilities 2 working days prior to commencing work For utility locations to be marked till Toll Free p 2 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. 3 of 1 800 38 ' 6 SITE GR ADING `a .i � � � y : w `i I, A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area - , to sub ode as shown on the drawing. War i -fir 9r B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrode. Al other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom - !'' 89 3 00.3 9 0.8 ?' of banks and other breaks in grade.: I 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 "I'y not remove his equipment from the site until the Engineer has verified that the job meets the above, tolerance. t` FORM \EARTHWRK s„ V) z J I Of LIJ LLJ 0 w' CD z F- z O '1 0, t` X Q L` 0) (o 00 N r- 0 O ao I LO O 0 I 00 ° a n z � z a z`. z <L Q W F1 U Q 1 Z Q I CL 00 Z r- (f)3: CW W F- L 3: a- Z o @o J F_ W WU LLJ W QV) 0 J W -� V / W LLJ U SHEET NO. 2 OF 13 SHINS ,10e NO. 19584A W Y Q SCALE: 1"= 50' "': ,'� = 193 -- = 9: T m m o cn J Iasi i 6834• 6IL5s .... •' ^ 7s s4' 77.12P 50.00' S 900 70'LD.iS.E Iiri ? i. 5 ._ $97 -4 ,_ - -- , 1 l � ig I 6 I + 0) 00.0 l + 9 ' _. 0 es ar 6aar N _ 45 9� 29 OO ,31 e9 20 D as E 901.7 74 Ee H P. eaar 9oe a9 ar.... 00 ,! .i es ar ao r + pp + $ • `� 20 D 0 0 901 20 Li.� E 901.0 20 20' D i! 9 3 - 9 4 _ a !, a r LD.65 46 a i� : + +M" 9 1. * Ol. 1 + �. ' "� `°• a *900.6 90 6 + + 901.1 + + + + '� ' 47' ° 901 O ° r 900.6hi m:, � � � , 1.8 so1.8 OCT ® - + ° D C� 901.1 O so1.4 901.4 sot; s 1 2 „fi, 48 � . . h�' - N56 ° `� Of UJ ° 8� i 57 � � 901.6 g / 54 $ 55 53 l 902.7 50 901 9 / _ � � � 52 1 '. 902.9 W 902 3: a 901.8 901.8 i I� n 901,1_ . 901.6 N2 2 1-- �O O 13 j } X �. 50' S0' a° A d 50' 50' S0' .i 9� �F.. � - 20' .as S ¢ ao ao ao Z a O / 1 7 - p0 4 e� st 1 °°° 0 u) �� • ''`, ,;, � '- ��- ''�'- � i 50 18+720 19+ 2.101fl+ .72 \ )03.0 ,,,1 ens . ` 2, �• D U.66S E 2a .u. &S t bs et' 1e+ 66 >- 901 • ' 9/0 D u.assF 4 g u s E h a� 7'� 900.1 es o0 900.6 as ao 900.9 ''� %sa s9' +yo t Op t�. 4 9.22 ', 9 w 0) I. �O . 48 '3+ O eD ar y +40 217 13 se 4F. i "" _0.6071; 17 oo gr 01 RCP. • 30>< yp ` CONSTI 0 , ., �. � � + .i -F,. 49.e2' lz7s' �•' \ I' DRIVE H P a,� 64 g 32 LF :47- 71' 11+ 11 83.04 12 00 12.189-9-78-11 :i0 13+8 1 10.2613+ 41 1 30 +0.6 ' 14+pa 14 50 r'_ 00 121 ;fa 1S+ .5 1 18+ R t'ei� 1 9 .06 9 -{ 7 00 59 I `'�' � 90 ssas „'b• �' �� * I 42M 0.4 0.0 6000 90 saw s4 e1' 01.1 i 903.0 �e 9° 0 2a D W.E m _ _ �... 20' 0.W.E I D.rU.E I I I 00 m 1 �' ,,.j I�I� 0 44 ..901.8 °� 9.,Oy1.5 , ` 902 2 901 0 o " 901.1 901.8 902.1' 901.9 a� ' " � 100 � �d I � 95 94 � �� i' �\ 902. �� ., 102 101 b 4, 99 98 97 9 1 96 �, . �t CEO. I� >� 0 ) i I + I °f d 902. � 9 1 ®0 0.5 05 0e sool 1 11 11 s o. ° + \ s + 103 0, !w . Ii l ' °`ter 16 o.M1 - II ia' D...E 211 LF. RC.P. a o.J08 ° a 98.5 .�� \902. 2 ° I + �I - f- 1 9. 71 8 .4 Mae 900.0 saoo• � + O I I / �0 6u� 9 ,� i s• D W.E _ - 900. 0 ' 1$ DyJ^__- 14 • rn $ \ \ 8 / g 4 , eDJd ►ate µ,', 3 p 3 o°fi 42 ® 904 9. a m 902.0 -'� gp •6 r � O O+ / l + 8 0D Ile 62 / / 6 ® 112 113 114 E / / a 9 I I / a� Q$ \ 104 Z+ ��. • r � > + + p 6 111 30' &-e 900.4 ® 901.5 ' 900. 9 01. 3 901.3 �• R 1 i O I I f *_ I _. 1 �. 901.6 e N �� 110 �� I 41 „ood o I go, 10 9 15, DMA&L 901.6 ss.s 9 0 2.0 ° 108 -'' 20• D.aU E. ,� ,..� 1s' D.U.LS.E 5 9 1.8 , + f t +3rr 8 9 Boar ti 63 105 107 902.2 �, m� , a EARTHWORK: 9 O 1• 4 4 o 5 /� o g0 oo R • oaaa6 rn 9 O.8 R o � ' � y LANE 14 � +0.60 1 ++� 0+6 3s so � o aD loll �� \\ 1. EXCAVATION $ Y } -� g 106 902.5 y / �� basil ape 2+ 9 99.7 898.98 900 8 .83 „• o\ ,�� Y, `fl r 9 �} 2 9g m 0 I + A. Excavated material that is suitable may be used for fHs. All unsuitable material and all surplus �` 902.0 1 / / 0 yob g F N, excavated material not required shall be removed from the site. - l \ 0 �� :TM , 8 g s9.eo' ? [oil a rn B. Provide and place any additional fill material from offsite as may be necessary to produce the grades 6 4 \ N / 4 boat `�S yp / o.° 00 P P 3* 71a - required on plans. Fill obtained from offelte shall be of quality as specified for fills herein and the x� f :,,> / �R W O r,r- aD \ $ source approved by the Developer. It will be the responsibility of the Contractor for any costs for s' \ � � � � 1 900.8. � 901.7 �- fill needed. w `p0 god 'j y0ad 4•x00 r'� O 2. REMOVAL of TREES 'o o, 20' DAME (-� 74 75 / 73 Q. �n 902.3 A. All trees and stumps from area to be occupied by a road surface area. Trees and stumps shall not '' KL. g0,' // " 9 O 2 °LQ�J \ '' be buried on site. �0 �` ! " 1 • } 1 65 \ 9 °O 60� } P �4 p,. 72 � 3. PROTECTION OF TREES 9 5 / O 2.2 6+0p s+5o g r 9 y� 901 9 ��, 9 4 01 + 4 r/ A. The Contractor shill, at the direction of thu Developer, endeavor to save and protect trees of value '... ° 71 0 901 8 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 s + p f' s2 n g 1 of ' 901. ' w 66 901.5 / gp, , �� respect of protective measure to be taken, if any, to preserve such trees. ..... 70 902.0 + 4. REMOVAL OF TOPSOIL \ `o A + Removal of topsoil to a depth of 8 inches (or more if required by Engineer) from oil area to be a, s e14 `9 ^oe> 902.2 6 7 9 0 2. 4$ excavated or filled. Topsoil should be stored at a location where it will not interfere with 00 construction operations. The topsoil shall be free of debris and stones. ° co 9 0 2. 7 ` Y moo; 902.3 F $ g+ 5. UTILITIES 2 7 / + 9 espOi 90 A. Rules and regulation governing the respective utility shall be observed to executing all work under ` : this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground I utilities 2 working days prior to commencing work For utility locations to be marked till Toll Free p 2 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. 3 of 1 800 38 ' 6 SITE GR ADING `a .i � � � y : w `i I, A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area - , to sub ode as shown on the drawing. War i -fir 9r B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrode. Al other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom - !'' 89 3 00.3 9 0.8 ?' of banks and other breaks in grade.: I 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 "I'y not remove his equipment from the site until the Engineer has verified that the job meets the above, tolerance. t` FORM \EARTHWRK s„ V) z J I Of LIJ LLJ 0 w' CD z F- z O '1 0, t` X Q L` 0) (o 00 N r- 0 O ao I LO O 0 I 00 ° a n z � z a z`. z <L Q W F1 U Q 1 Z Q I CL 00 Z r- (f)3: CW W F- L 3: a- Z o @o J F_ W WU LLJ W QV) 0 J W -� V / W LLJ U SHEET NO. 2 OF 13 SHINS ,10e NO. 19584A