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Home My WebLink About5r 'TC54..T3 x DC 85,4.23 \ AI TC 835.05 1 I bC 834.5 `t 'S �� 5TR. No. 2 � 1 x TDR=832.94 5TR. No. 3 (WOODS) ,c TOR=833.03 s t t 1 - x Fsnt , oeL - 28-- - S 89 &9'.20xE X2.50 - --- eI'1 x , 1 ry6. ro `--- 5TR. No. 4 7P SQ. YDS. OF TOR=829.18 6 MIN. DIM. RIPRAP �, REQUIRED e ----- Via- ROCK DAM REQUIRED x �o IN DITCH ( TYPICAL ) TC 829.68 h ho DC 829.18 (WOODS) xry _CLQ o \ t, ', -,- - - � � I _ - --- - �v 1 \ \ \ \ - - _ I `, - \r- - I oel C 30. - - I - oel - - . - . �O ti• y ` oe1 - - o oel x WP \` 0PWPI \ -----T-C `�--G-.-32--i------- ------r� ~--- X ---- - --- ----t f _ _---- --- -5- -- ---q- -7' --- ----- -- - - -WP ryry�c - --- --- ---- --------- s ------------- - a - TC , '` \2 \ eco 834.22 6C 8 5.72 TC X33.$9 DC 833.72 (DIRT) ryO \ TC\833.44 TC 833.53 , � d \ e t �°A\ , 855.721Z (DIRT) STR. No. 1 $ ` tl - " \ 6C 32.94 6C 833.03 �ti f TC 830.$8 i x to \ \`off , rye. t 83 X TC 8 2.0 TOR=834.00 IC 836TC 833.9 C 831 57.6b �� t / y . 1 - 835 W '�) - ry° QJ I I ; / xl, X� ��, i $� 834.69 SEDIMENT 6A51N I X. I O°I ; 7 TC.�35.88 �� t x a'`�' i N \ --826 j ry' ;' I 1 1 DC 855.19 / / I ao`<0 II 1 DC 85.38 x TC 833:73 i 1 I r 1 0 X - I I I ;' ° T 834.21 bC 8�b.23 (DIRT) I - - CU - --- I ;+ �) .h �� C 833.71 � 1- �, �' 0 4? t tii ��° e,�q• � ,+ I �ryg� i II I 0 y°` 0 832.48 ry� ,% �, 'WOODS) x orya i m; i; ! ^ Ory L°j O 1 LO {WOODS) --- 837 O 1 / n0 >, I x 11i;' Z i ; I, N I- 835.00 ! ----; �^� bw i _ _ 1' o 1 I �- li ob, J ; ,CO I 0 .I i ; / r x -- ---- Z' 838 ` x p 1 J TC 836.5@ ��,'+ i ' T 838.44 - 0 - i 6 1 0 i i I i J N'; ICc .-' _ - 6C 836.08 /, _ �'` 6C p 7.94 � 1 � ' �Q ! x J O - r ,-- - ---- ------ $3 - 2. rJ �4 8 --_- -- Z ~ ` `\ I --------------.-'---- -----` � '� 9, _ -----``'� `.,, 1 , >� 839- TC -8574-.43- - \ ��" --- --- --- 833 -32 --- - I��, I ; 1 ; • II -.-- - 836.08 � 1 O`b � 839.9$ Ko' - _- - --_ 839.9 Q 899.98 '�Imo0 _ X / ti,� 0 ' •, VJ G 1 0� �7L`�°G ____ j -tel ,` `` \ I I °' W °i J� i - A------------- �J ^�� ry .,�n�. ry'L -, n�� ' i x ,.,�. 0 °`a• `L "�' - --- tx D,' nj-------- f 1 1'x -------------------------- - ---- --- gb lI O I I ; t D--------= -' ---`-`-- - i I i+ b k i 0� I X 0 6" CONIC. CURB `T I (i; Imp {' '�Il~ IE 836.00 XX39.98 i I \° a �00 `� 1 111 x j 1 ®�° �,^�`'�6 - �� - MATCt^F EX I °.3TI1`(Oi �0�� O ; EX. SAN. M.H,� C� 1 '. GRADES L* -' r \ TOR = 833.59 E-� INV = 829.49 I i lT 0,•"J p0� , I 1 4 1�' 1 , I 1 1 ,t 1 tok ( 50 \ h ot^/5r 8" PVC^r 0 I 1 '� I 1 7) 1 ! J 'J• �• ra J J �//..,�J ��p` \ A PH T I i I ryry1 l� i i x c.7 x ' o i t i l I $39.48 I:S` e� ° bC 833.05 II j 40 F.F.ELEV"-839.98(ASPHALT) I ' + Ik� 839:24 i lb 4c$ �1 ,. .gry �s � A'fCH EX. �_I�O (.�) _ _ h• 47 G \ `\, x i + 00 I CO Q+�h . w 1 �G � � ` � G f I G �O \1i00ry'NiPWP � \I\��0 '' iJ �� ZG OQ G OQ G i oaaJ 5� °� \ WLa O Iv 1 N r� h I 637.00 % x II I`- \ __ �^� ryh,' ! / k�`ti Gam' , I �`°„�`�' m II Co� � 1 1 i i I 1 1 wl rn' -1 i - I+ r \ ' .q��Oh,�O f I 1 I ; ' I 1ri`pJU II i 1 I i N % I' \ O $ hY J I °� -x iJ O 'i i I ' �' i� ry i' N ! ^II 1j % �u0,�G�, IO C> G II CJG+ 4 T5 R GULATEO �1 I Ni i I J 1 c� -> x �,-- o ; la �`, t� �.. 1.t'. ° �° ° i i I ► ; o GE EASEMENT i ;dry ej- ' 00 --�"� - �� ,-_- ' `1%' N J - J XO` f1 _ fo 0 `! �I I`a i' DRAIN+ ° -� / ,\ 0 ; I �� '� (DIRT); � �i�' PH �`6� 1 j ; X - (CONC) --- II t (AS AL`f� = �` J� \+ G `I ' 1 1 �1 w i 1Vi' / __ ��o Gj \ �O , , 1 I r i ' I i ry. m ; o _--- ^� I i `� --836--- 1 I ^; ' (coNC) i it o"'dJIRT) o , I / gk� 0 �� # I 1 �, I q�0 OPV q�S�O CGJ° % 'I 4� �S�V 3% --�---------_X : x y 1 6 TRASH e a t XI % • ---- I F J O 0° + l F 8 O ° I 1 J` I OHO )t ROCK DAM REQUIRED I o --- o --- COMPACTOR , ;� ,1�0 i °' O _ - A ry O G J IN DITCH (TYPICAL) ! 4` - er' ` "838- -- ,�. G-- G o o °o y� x II ; ; ;I ;(DIRT) ; I _ t� F� o ry o f ��y1� 1 1 i O�lb PO --- ` X T� --- �p 7 �' �°G i 2 Ivry• I ' t ,, , �'\ �^� O k '� Oc - b, '\ ��'�� ^ h `a ,� .y 0 ry O' , tD� , Qi O i i G, �. 0 �' yA 1 I' ; -"-� -g 839 -- ^� o; t 1 1 I I I; ry o of O' a \ J "� ry 0' + ' �-- --� '-=---se�rc�'R'�E c� c� � `y`I'10° LP ib 01� • g1 �� t I $ �y7�\ (ASPHALT, • a 1 %'( I CP 4 �� t Il v` \ �� I �( Ib Z \ ,i I Z r IE 838.00 ''t v° I o� I o II(DIRT)I I , i I (�`t11111 I '\ '`` 1 1 ' I J , ' ' '' I ' 1 I i FINISHED FLOOR CLEAN I = 9 8 OUT ( ; \; X I i ELEV 839 �I° I; I �o�°G �� I '� , I o� ; 1,�',� .d�'� G ��1 �` - I` 1 I� 4 �!�^7 (`\ \ \ \\` i I �l pRAI GE EASEMENT; 1 inr� i, x ---Gvo �� x GJ°G I / Oryx 1 x ,ro i x� 1 DWG FILE: C:\98\327\98327GP1 PLOT SCALE: 1:30.000 L~ PLOT ORIGIN: 4302.83,5635.74 BEN C H MARK U5G5 - Y 42 ( NAVD 88 ) A 5TANDARD D15K, STAMPED Y 42 1934 2.0 MILE5 5OUTH ALONG THE CHICAGO, INDIANAPOL15 AND LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, HAMILTON COUNTY, 11 v2RAIL5 NORTH OF MILEP05T 5 170, 10 RAIL5 NORTH OF THE CRO551N4 OF THE INDIANA RAILROAD, 7 RAIL5 5OUTH OF THE CRO55ING OF 111th STREET, 2 YARDS EAST OF THE EAST RAIL, IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE 5WITCH 5A5E, AND ABOUT 8 INCHES LOWER THAN THE TRACK. ELEV. = 85&G2 SPELLCHK: EDIT DATE: 05/19/98 EDITED BY: FAST -S`17 ENERAL GRADING NOTES: CAUTION N THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMEN510N5 IN THE FIELD PRIOR TO 5TARTING CON5TRUCTION. THE CONTRACTOR 5HALL 5E RE5PON515LE FOR ALL FIELD DIMEN51ON5. IF ANY 015CREPANCIE5 ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITION5, THE CONTRACTOR 5HALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINE5 AND EQUIPMENT. VERIFY COVER REQUIREMENT5 by UTILITY CONTRACTORS AND/OR UTILITY COMPANIES 50 A5 NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIE5 72 HOUR5 5EFORE CON5TRUCTION 15 To 5TART, TO VERIFY IF ANY UTILITIE5 ARE PRESENT ON SITE. ALL VERIFICATION5 (location, size and depth ) 5HALL 5E MADE 5Y THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING 15 AROUND OR OVER EXISTING UTILITIE5, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 A REPRE5ENTATIVE OF THAT UTILITY COMPANY CAN 5E PRE5ENT TO IN5TRUCT AND 055ERVE DURING CON5TRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINE5 SHALL 5E BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 10 FEET OF PAVEMENT. G. AFTER STRIPPING TOP501L MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATION5 OF ANY POCKET5 OF UN5UITA51_E MATERIAL. THE NECE55ITY FOR 5U5DRAIN5 AND/OR REMOVAL OF ANY UN5UITAbLE MATERIAL WITHIN THE PROP05ED PARKING AREA5 WILL 5E DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREA5. AFTER IN5TALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 1151RD 5ATH" CONDITION5. 8. ALL PROP05ED 5POT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATION 5. 9. SEE APPROPRIATE DETAIL5 TO DETERMINE 5U5GRADE ELEVATIONS 5ELOW FIN15H GRADE ELEVATION5 INDICATED. 10. FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END 5ECTION5. 0' 30' 60' Mimi SCALE: 1"=30' LEGEND TOR TOP OF RIM INV STORM SEWER - STRUCTURE DATA TABLE BOC STR. N0. STRUCTURE TYPE CASTING TYPE L.F. PIPE SIZE TYPE T.O.C. ELEVATIONS UPSTAI DNSTM GRADE { % CONNECT TO REMARKS S- CT. 1 36" PIPE CATCH BASIN R-2560 185 30" RCP 834.00 829.62 827,77 1.0 2 - 2 TYPE "C"INLET 3287-15 22 30" RCP 832.94 1 827.77 827,65 1.0 3 - 3 TYPE "C"INLET 3287-15 167 30" RCP 833.03 827.55 825.88 1.0 4 - 4 TYPE "C" INLET 3287-15 82 30" RCP 829.18 825.88 822.8 3.5 OUT CONCRETE END SECTION REQUIRED SPELLCHK: EDIT DATE: 05/19/98 EDITED BY: FAST -S`17 ENERAL GRADING NOTES: CAUTION N THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMEN510N5 IN THE FIELD PRIOR TO 5TARTING CON5TRUCTION. THE CONTRACTOR 5HALL 5E RE5PON515LE FOR ALL FIELD DIMEN51ON5. IF ANY 015CREPANCIE5 ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITION5, THE CONTRACTOR 5HALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINE5 AND EQUIPMENT. VERIFY COVER REQUIREMENT5 by UTILITY CONTRACTORS AND/OR UTILITY COMPANIES 50 A5 NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIE5 72 HOUR5 5EFORE CON5TRUCTION 15 To 5TART, TO VERIFY IF ANY UTILITIE5 ARE PRESENT ON SITE. ALL VERIFICATION5 (location, size and depth ) 5HALL 5E MADE 5Y THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING 15 AROUND OR OVER EXISTING UTILITIE5, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 A REPRE5ENTATIVE OF THAT UTILITY COMPANY CAN 5E PRE5ENT TO IN5TRUCT AND 055ERVE DURING CON5TRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINE5 SHALL 5E BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 10 FEET OF PAVEMENT. G. AFTER STRIPPING TOP501L MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATION5 OF ANY POCKET5 OF UN5UITA51_E MATERIAL. THE NECE55ITY FOR 5U5DRAIN5 AND/OR REMOVAL OF ANY UN5UITAbLE MATERIAL WITHIN THE PROP05ED PARKING AREA5 WILL 5E DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREA5. AFTER IN5TALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 1151RD 5ATH" CONDITION5. 8. ALL PROP05ED 5POT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATION 5. 9. SEE APPROPRIATE DETAIL5 TO DETERMINE 5U5GRADE ELEVATIONS 5ELOW FIN15H GRADE ELEVATION5 INDICATED. 10. FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END 5ECTION5. 0' 30' 60' Mimi SCALE: 1"=30' LEGEND TOR TOP OF RIM INV PIPE INVERT BOC BACK OF CURB CUT GUTTER FOW FACE OF WALK BOW BACK OF WALK FLO FLOWLINE TOB TOP OF BANK SWL SWALE EOW EDGE OF WATER EOP EDGE OF PAVEMENT DS DRAIN SPOUT PVC PLASTIC PIPE POST • EXISTING POST PWP i EXISTING POWER POLE - - oel - - EXISTING OVERHEAD ELECTRIC - -x- - EXISTING FARM FENCE EXISTING SANITARY PIPE EXISTING SANITARY MANHOLE X13 EXISTING CLEANOUT ® EXISTING DRAIN SPOUT GF EXISTING GUARD POST *LP EXISTING LIGHT POLE EXISTING TREE EXISTING SPOT ELEVATION ��ory x -------- 000 --------- EXISTING CONTOUR 000.00 X PROPOSED SPOT ELEVATION 000 PROP05ED CONTOUR ER05ION CONTROL BLANKET --XI_ �X- 51LT FENCE ER05ION CONTROL NOTES 1. LAND ALTERATION WHICH 5TRIP5 THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL 5E DONE IN A WAY THAT WILL MINIMIZE EROSION. 2, CONTRACTOR 5HALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3. TH15 PLAN 5HALL NOT BE CON51DERED ALL INCLUSIVE A5 THE CONTRACTOR 5HALL TAKE ALL NECE55ARY PRECAUTION5 TO PREVENT 501L 5EDIMENT FROM LEAVING THE 51TE. 4. ADDITIONAL ER05ION AND SEDIMENT CONTROL MEA5URE5 WILL 5E IN5TALLED IF DEEMED NECE55ARY 5Y ON 51TE INSPECTION. 5. 5EDIMENT LADEN WATER 5HALL 5E DETAINED 5Y ER05ION CONTROL PRACTICE5 A5 NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO 5TORM WATER SHALL BE D15CHARGED FROM THE 51TE IN A MANNER THAT CAU5E5 EROSION AT THE POINT OF D15CHARGE. G. WA5TE5 AND UNUSED BUILDING MATERIAL5 5HALL NOT bE ALLOWED TO BE CARRIED FROM THE 51TE by STORM WATER RUNOFF. PROPER D15PO5AL OF ALL WA5TE5 AND UNU5ED BUILDING MATERIAL5 15 REQUIRED. 7. 5EDIMENT 5EING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS 5HALL 5E MINIMIZED. CLEARING OF ACCUM- ULATED 5EDIMENT 5HALL NOT INCLUDE FLU5HING WITH WATER. CLEARED 5EDIMENT 5HALL 5E RETURNED TO THE 51TE FOR D15PO5AL. 8. 501L WHICH HAS ACCUMULATED NEXT TO ER0510N CONTROL DEVICE5 5HALL 5E COLLECTED AND RE-D15TRIBUTED ON 51TE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF 5TORM DRAINAGE 5Y5TEM 5HOULD bE INTERRUPTED by WEATHER OR NIGHTFALL, THE PIPE EN05 5HALL 5E COVERED WITH FILTER FA5RIC. 10. ALL EX15TING 5TRUCTURE5, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA 5HALL bE REMOVED AND D15PO5ED OF OFF SITE. BURNING 15 NOT ALLOWED ON 'SITE. 11. 5CHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAIN5 EXP05ED SHALL bE KEPT TO A PRACTICAL MINIMUM. THE AREA 5HALL 5E 5TA15ILIZED A5 50ON A5 P05515LE. TEMPORARY VEGETATION OR MULCHING 5HALL 5E USED TO PROTECT EXP05ED AREA5 IF PERMANENT VEGETATION CANNOT 5E 5EEDED WITHIN 14 DAY5 OR ACTIVITY CEA5E5 FOR MORE THAN 21 DAYS OR A5 DIRECTED 5Y THE ENGINEER. b) TOP501L REPLACEMENT 5HALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. 5TOCKPILE TOP501L AT ALL OTHER TIME5 OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES 5HALL 5E IN5TALLED WITHIN SEVEN (7) DAY5 AFTER FINAL GRADING OR A5 SOON A5 P055IbLE. 0 FILL 51TE FROM EA5T TO WEST THE DURING INITIAL PHASE OF CON5TRUCTION AND PROVIDE A 5EDIMENT 5A51N ON THE WE5T 51DE OF THE bERM. DATE: 05/18/98 SCALE: 111 = 301 DRAWN BY: 5.E.5. CHK'D BY: R.R.H. JOB NO. 98-327 B