Loading...
HomeMy WebLinkAbout06070008.13EX. EX. CU (-EX. STORM INLET T.C. = 850.21 rho• �o. X. TELEPHONE LINE Lu Lu x O• W W W W Cp W X , W W J W (x LO co W W W W W W W ' PW AL W fs VEMENT �Ejll ASPHALT PA x 0 c` 51 X W W W W aW W W O4 x W W W W •Y .S I INGREPS /E SS EASEMEN I IN�SjT. gd7 7 &p, 890733 x CO X x POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 EX STORM MA.NHO F 846. 19 { ' 5 -,... MEEM MEMO �_ _� _ _i 593 SETBACK M. V' W W 'Y '1' W W ♦ xv •._ xij yz ,r u Y. W W ,i W LIWT M �.ONW Y V yxY W W W ♦ W W 'Y � Y' i >4 ., xr W W '��"W W W 4�x W W W W W 'k•.. „_ _.... -..... ..,..,_ W W . W W W .Y M1 W 03V W 'Y 'h W W �, � W W ,'^IY W •Y W W �. W 1, T5,,.3Y TR- -INLET X STR -6 - INLET 1 .x xi” 1l� BUILDING EE j 0 S.F.00119920 S.F.'i" A���'' / w3i, r " b W ,• , � �,/ i fi W NE �Bu1LD 3;. g 1l1f . R 960 S.F./FLOOR -1$920 S.F. x . 0°14 .y ',• W W W � � i x may.. L.� ^ (LET \ S s � YI� 1 co�ll L- CO 84 ✓ _ !Y p t� m ,t 84 Ln r r { IW Y 1 �''•• Q a{+ I I- c --... .._..._,.. ,_,..��._ .._ _ Q] w ..6 ,,..m Y,fll .. - -.e. e- °�-- ^v.."'"` ----'° r,.z`X f X W W W W W W N `W co SS ' SANITARY MANHOLE--'' T.C. = 848.65 8" PVC N = 838,50 ■ 107 7 EX., B � Al 4� EX. STORM INLET T.C. = 846.87 INV 27" RCP NE = 842,25 V. 841.10 R IN - - - - -- S89 °49'34 "W -- - - - - -- -- 578.71' - ,��, INV. 841.02 INV. 841.99 ..,,�.v JC..., --- - ...,tom,„,..,._. SITE El SCALE: 1" = 30' WALTER SCOTT, JR., AS TRUSTEE OF SUZANNE & WALTER SCOTT CHARITABLE REMAINDER TRUST, U /T /A INST. #9809805169 ION CONTROL PLAN LDGE OF WATER-/ =113 EASEMENT ;�4 8907338 5' SETBACK — — INV, 841.5 84 ' .. , F y f f r� t G rK �� .r X I, X W hW �� W I .. L1 Mile A Ifr�♦ �r� r 4 co ----- - - - - +- - -i EDGE OF WATER, Ira- w..�.„. n GT» XOT31. 36" O°y x I I �l I -I� I 3 i LEGEND co I DRAWN: CLH :t Ln CURB) m WATER N o 00 VSPOT O M WEX, FIRE HYDRANT QT.C. ST( INLET ( 851.44 -0065 I EX. CURB _ 4 Ir UTILITY EASEMENT ❑-ate INST. #8803539 © BUSH 10� I G X FENCE E— 1 X. SANITARY MANHOLE -"'r I I (-EX. STORM INLET T.C. = 850.21 rho• �o. X. TELEPHONE LINE Lu Lu x O• W W W W Cp W X , W W J W (x LO co W W W W W W W ' PW AL W fs VEMENT �Ejll ASPHALT PA x 0 c` 51 X W W W W aW W W O4 x W W W W •Y .S I INGREPS /E SS EASEMEN I IN�SjT. gd7 7 &p, 890733 x CO X x POLICE AND FIREMAN'S INSURANCE ASSOCIATION INST. #9246066 EX STORM MA.NHO F 846. 19 { ' 5 -,... MEEM MEMO �_ _� _ _i 593 SETBACK M. V' W W 'Y '1' W W ♦ xv •._ xij yz ,r u Y. W W ,i W LIWT M �.ONW Y V yxY W W W ♦ W W 'Y � Y' i >4 ., xr W W '��"W W W 4�x W W W W W 'k•.. „_ _.... -..... ..,..,_ W W . W W W .Y M1 W 03V W 'Y 'h W W �, � W W ,'^IY W •Y W W �. W 1, T5,,.3Y TR- -INLET X STR -6 - INLET 1 .x xi” 1l� BUILDING EE j 0 S.F.00119920 S.F.'i" A���'' / w3i, r " b W ,• , � �,/ i fi W NE �Bu1LD 3;. g 1l1f . R 960 S.F./FLOOR -1$920 S.F. x . 0°14 .y ',• W W W � � i x may.. L.� ^ (LET \ S s � YI� 1 co�ll L- CO 84 ✓ _ !Y p t� m ,t 84 Ln r r { IW Y 1 �''•• Q a{+ I I- c --... .._..._,.. ,_,..��._ .._ _ Q] w ..6 ,,..m Y,fll .. - -.e. e- °�-- ^v.."'"` ----'° r,.z`X f X W W W W W W N `W co SS ' SANITARY MANHOLE--'' T.C. = 848.65 8" PVC N = 838,50 ■ 107 7 EX., B � Al 4� EX. STORM INLET T.C. = 846.87 INV 27" RCP NE = 842,25 V. 841.10 R IN - - - - -- S89 °49'34 "W -- - - - - -- -- 578.71' - ,��, INV. 841.02 INV. 841.99 ..,,�.v JC..., --- - ...,tom,„,..,._. SITE El SCALE: 1" = 30' WALTER SCOTT, JR., AS TRUSTEE OF SUZANNE & WALTER SCOTT CHARITABLE REMAINDER TRUST, U /T /A INST. #9809805169 ION CONTROL PLAN LDGE OF WATER-/ =113 EASEMENT ;�4 8907338 5' SETBACK — — INV, 841.5 84 ' .. , F y f f r� t G rK �� .r X I, X W hW �� W I .. L1 Mile A Ifr�♦ �r� r 4 co ----- - - - - +- - -i EDGE OF WATER, Ira- w..�.„. n GT» XOT31. 36" O°y x I I �l I -I� I EROSION CONTROL NOTES EX. ASPHALT PAS 1. SEE SHEET S) "C10.0" FOR SITE DETAILS. u') I 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 0) 0 3. ALL CONSTRUCTION WITHIN STATE ROAD RIGHT -OF -WAY SHALL CONFORM WITH THE INDIANA Mi 0° DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 1� 4%AINAGE EASEME 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD INST. #890733E SPECIFICATIONS, LATEST EDITION. W 5. MAXIMUM LAWN SLOPE IS 3:1. M i 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, CD THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY z COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. X, ASPHALT PAVEMENT 7. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION. I O� I I t c� I HOLEY MOLEY SAYS "DIG SAFELY" U�r EXISTING LEGEND "IT'S THE LAW" DRAWN: CLH SPOT ELEVATION (TOP OF CURB) m WATER VALVE VSPOT ELEVATION fig$ FIRE HYDRANT %631 CONTOUR -0065 DECIDUOUS TREE ❑mn AREA LIGHT 1 Ir EVERGREEN TREE ❑-ate AREA LIGHT 2 © BUSH 10� UTILITY POLE X FENCE E— GUY ANCHOR BEFORE COMMENCING WORK. SIGN 1) TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE ID TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE ® TRANSFORMER ® TELEPHONE FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER G UNDERGROUND GAS ® DRAINAGE MANHOLE OHU OVERHEAD UTILITIES ® SANITARY MANHOLE oHE OVERHEAD ELECTRIC wil CURB INLET UGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM C CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD Q -w w- WATER LINE v Q FLAG POLE SITE EROSION CONTROL LEGEND SF EROSION CONTROL FENCE Z a RIPRAP O W W PERMANENT SEEDING O \\ 4: O .. w EROSION CONTROL MAT Z r u') Ir- CONSTRUCTION ENTRANCE INLET PROTECTION EROSION CONTROL NOTES EX. ASPHALT PAS 1. SEE SHEET S) "C10.0" FOR SITE DETAILS. u') I 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 0) 0 3. ALL CONSTRUCTION WITHIN STATE ROAD RIGHT -OF -WAY SHALL CONFORM WITH THE INDIANA Mi 0° DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 1� 4%AINAGE EASEME 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD INST. #890733E SPECIFICATIONS, LATEST EDITION. W 5. MAXIMUM LAWN SLOPE IS 3:1. M i 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, CD THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY z COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. X, ASPHALT PAVEMENT 7. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION. I O� I I t c� I HOLEY MOLEY SAYS "DIG SAFELY" U�r 6 -30 -06 Opp- ft.Aik "IT'S THE LAW" DRAWN: CLH CHECKED BY: MLD Z M! W e '0 z�� fig$ '• -0065 Oa' ei C6,0 a" PER INDIANA STATE LAW IC8 -1 -26. w �a as c� YO m 0 LU a LLI o! a C, ; `�6 LLI DATE DESCRIPTION CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. 6 -30 -06 CITY SUBMITTAL "IT'S THE LAW" DRAWN: CLH CHECKED BY: MLD CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 1-800-382 -5544 PROJECT NO.: 2006 -0065 CALL TOLL FREE C6,0 PER INDIANA STATE LAW IC8 -1 -26. W AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 12 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ui Ua;6< ', U. U. < < O W J J Q J Z u maz Z) U) Q O W v Q v LL )z Z a 0 O O O \\ 4: O .. w Z r u') Ir- W ; CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. PROJECT: F: \2006 \Q�pg —OOgS — 11505 N. Penn — Woliwn Younq \ENgNEERING \DRAYANGS DWG: C6.0 SITE ER ON CONTROL PLAN.dwy PLOTTED BY: R.C. BERg3t DATE: !.� b�,' July n- 2006 4:50:22 PM DESIGNED: RCB APPROVED: KJR "IT'S THE LAW" DRAWN: CLH CHECKED BY: MLD CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' DATE: 06 -30 -06 1-800-382 -5544 PROJECT NO.: 2006 -0065 CALL TOLL FREE C6,0 PER INDIANA STATE LAW IC8 -1 -26. W AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 12 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2006 \Q�pg —OOgS — 11505 N. Penn — Woliwn Younq \ENgNEERING \DRAYANGS DWG: C6.0 SITE ER ON CONTROL PLAN.dwy PLOTTED BY: R.C. BERg3t DATE: !.� b�,' July n- 2006 4:50:22 PM