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Home My WebLink About0902.97.1ir T bbbb'" it ,WW P4! n V 41� APPROX. LIMITS, OF! I . X.- -1 100 — YR FLOdD lfflly," VESTAL DITCRI lk" Al FUTURE SECTION Ij MOFFITT FARM i I I X 26. w 1i ftc-, iu II 12 IJ %,FUTURE 5ECTION I I A I if I it I I/ I I I If I if I ii I r-771-i - - - - - - - - - - - - - - - - - - 4-1--b! Z�z, 7 A BROOKS ' f.,, t/A N D I N G —7 r� — — — — — — — — — — — — — — — — — + X SE00k TWO iiiiiiiiijill,lllllllililill ------ L X 13 BLOCK A FUTURE SECTION/ G F WG' BROOKS LANDI X —4— ------ I IUN UP :z_ I ,_ V — M W ---- — -- if - — — ---------- — — — — — — 7- b* ........ .. . L4 ft — I — — — — — — — — — — — — — — — -- X 2= Uj (In Jd� 0 un BLOCK DU&SE /W --750.80 1 -W 9 -- ------- TC---C468 14 J A-MM74" 41 753.14, —T. LO jL Q 1 '51 Wo CS .41 B OC < F ASSUMED NORTH fy+ i, IQ CL SCALE: 1 =50 3 --1 - -� -- 9.;� - --Z94 — I \ 4k,;Z: 2- 31 Lt FU TURD SECTION I 1W. IANDING v BROOK� SEVI ION FOUR i , I tiff 00 = 743.0 INORIVIAL POOL lk, I fill I kill I till 100 YEAR ELEV =174 I'' 6.51 60 1 'if I fill if If -71 It 1 J4 17 4. B 11TOM 73 .0 1/' kill II 45% X 5 It I till a III I fill TC-749.50 1 11 1 if Mk-- -1 T 74 .0 750.6 J�-W- 707 105.7 216• OF I RCP 0 IM 4; If it If Ft E,' I --' 269 OF lir RW 0 11-MI 77 11 1 it to vL 00 if If,, 15' RDU&SE 1-r 15 FD —U& �E- I if If-74 CL EQUA71M --Pc-m--4+ -K STA. 42M 59 if 1 1 mix � � - ,...- - j � \ \ -7 1::7 X If 1 11 1 1 (000.00) 17 J.- I Ir I fill 00 18 19 ti if I iilif ooll� 16 -j-' j I)XI TI 1 41 Alk-r 1'5"- RE Wr ON 1 11 -1 +—.4 1 ft I fill I Av B 0 kill I Jill I ffs 71 29- o Lift 15 NOW MOM SM Mob, fiw� DW *R80"19*05W CALL TOLL RtM 11-800-428-520 FOR CALLS OUTUX OF F01" PER MW STATE LAW 5-0-I191. IT IS AGW TrE LAW TO EWAVAIE B im INYWYM X Losevam LWAY1131 smNCE M (2)1111= G DAYS KIM MOM WML Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation w/ description New Pavement Grade All Other Finish Grades Corrected Grades Storm Structure Number Sanitary Structure Number 1. ALL GRADES AT BOUNDARY SHALL MET EXISTING 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBC( VERIFY ALL EXISTING UTIL111ES AND CONDITIONS P THIS PHASE OF WORK. IT SHALL ALSO BE THE E RESPONSIBILITY TO CONTACT THE OWNERS OF THI UTILITIES FOR PROPER STAKE LOCATION OF EACH WORK IS STARTED. THE SUBCONTRACTOR SHALL WRITING, THE OWNER AND THE ENGINEER OF ANY OMISSIONS, OR ERRORS FOUND ON THESE PLANS BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD spEanCATIONS FOR THE CITY OF CARMEL , INDIANA SHALL APPLY FOR ALL SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER I RUNNING UNI)EI? PAVED AREAS TO BE BAo(nujE[ GRANULAR MATERIAL 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SI INFORMATION PROVIDED BY THE RESPECTIVE UTILI ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRII EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON-REINFORCED CON THICK AND 4! IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE BE CONSTRUCTED BY OTHERS. S. EXPANSION JOINTS ARE M BE PLACED AT ALL 4 INTERSECTIONS AND BETWEEN WALKS AND PLATF( SCORES ARE TO BE EQUALLY SPACED BETWEEN E CONTRACTION JOINTS AND PERPENDICULAR SIDEW INTERVALS OR LESS WITH A CONTRACTION JOINT LESS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC CONFORM M APPLICABLE LOCAL AND STATE STAI 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE IN COMPLIANCE WITH APPLICABLE O.S.H.A. STAND, WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO E)OSTINI 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY A CROSSES PROPOSED HOUSE PADS. ALL FIELD Tit M BE PERPETUATED INTO STORM SEWER SYSTEM SUBCONTRACTOR SHALL NOTIFY IN WRITING THE C ENGINEER IN ANY CIRCUMSTANCES WHERE THIS Q ACCOMPLISHED. 13. ALL FILL AREAS SHALL BE COMPACTED TO AT I-Ei PERCENT OF THE MAXIMUM DRY DENSITY (ASTM I i? w 1i ftc-, iu II 12 IJ %,FUTURE 5ECTION I I A I if I it I I/ I I I If I if I ii I r-771-i - - - - - - - - - - - - - - - - - - 4-1--b! Z�z, 7 A BROOKS ' f.,, t/A N D I N G —7 r� — — — — — — — — — — — — — — — — — + X SE00k TWO iiiiiiiiijill,lllllllililill ------ L X 13 BLOCK A FUTURE SECTION/ G F WG' BROOKS LANDI X —4— ------ I IUN UP :z_ I ,_ V — M W ---- — -- if - — — ---------- — — — — — — 7- b* ........ .. . L4 ft — I — — — — — — — — — — — — — — — -- X 2= Uj (In Jd� 0 un BLOCK DU&SE /W --750.80 1 -W 9 -- ------- TC---C468 14 J A-MM74" 41 753.14, —T. LO jL Q 1 '51 Wo CS .41 B OC < F ASSUMED NORTH fy+ i, IQ CL SCALE: 1 =50 3 --1 - -� -- 9.;� - --Z94 — I \ 4k,;Z: 2- 31 Lt FU TURD SECTION I 1W. IANDING v BROOK� SEVI ION FOUR i , I tiff 00 = 743.0 INORIVIAL POOL lk, I fill I kill I till 100 YEAR ELEV =174 I'' 6.51 60 1 'if I fill if If -71 It 1 J4 17 4. B 11TOM 73 .0 1/' kill II 45% X 5 It I till a III I fill TC-749.50 1 11 1 if Mk-- -1 T 74 .0 750.6 J�-W- 707 105.7 216• OF I RCP 0 IM 4; If it If Ft E,' I --' 269 OF lir RW 0 11-MI 77 11 1 it to vL 00 if If,, 15' RDU&SE 1-r 15 FD —U& �E- I if If-74 CL EQUA71M --Pc-m--4+ -K STA. 42M 59 if 1 1 mix � � - ,...- - j � \ \ -7 1::7 X If 1 11 1 1 (000.00) 17 J.- I Ir I fill 00 18 19 ti if I iilif ooll� 16 -j-' j I)XI TI 1 41 Alk-r 1'5"- RE Wr ON 1 11 -1 +—.4 1 ft I fill I Av B 0 kill I Jill I ffs 71 29- o Lift 15 NOW MOM SM Mob, fiw� DW *R80"19*05W CALL TOLL RtM 11-800-428-520 FOR CALLS OUTUX OF F01" PER MW STATE LAW 5-0-I191. IT IS AGW TrE LAW TO EWAVAIE B im INYWYM X Losevam LWAY1131 smNCE M (2)1111= G DAYS KIM MOM WML Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation w/ description New Pavement Grade All Other Finish Grades Corrected Grades Storm Structure Number Sanitary Structure Number 1. ALL GRADES AT BOUNDARY SHALL MET EXISTING 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBC( VERIFY ALL EXISTING UTIL111ES AND CONDITIONS P THIS PHASE OF WORK. IT SHALL ALSO BE THE E RESPONSIBILITY TO CONTACT THE OWNERS OF THI UTILITIES FOR PROPER STAKE LOCATION OF EACH WORK IS STARTED. THE SUBCONTRACTOR SHALL WRITING, THE OWNER AND THE ENGINEER OF ANY OMISSIONS, OR ERRORS FOUND ON THESE PLANS BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD spEanCATIONS FOR THE CITY OF CARMEL , INDIANA SHALL APPLY FOR ALL SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER I RUNNING UNI)EI? PAVED AREAS TO BE BAo(nujE[ GRANULAR MATERIAL 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SI INFORMATION PROVIDED BY THE RESPECTIVE UTILI ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRII EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON-REINFORCED CON THICK AND 4! IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE BE CONSTRUCTED BY OTHERS. S. EXPANSION JOINTS ARE M BE PLACED AT ALL 4 INTERSECTIONS AND BETWEEN WALKS AND PLATF( SCORES ARE TO BE EQUALLY SPACED BETWEEN E CONTRACTION JOINTS AND PERPENDICULAR SIDEW INTERVALS OR LESS WITH A CONTRACTION JOINT LESS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC CONFORM M APPLICABLE LOCAL AND STATE STAI 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE IN COMPLIANCE WITH APPLICABLE O.S.H.A. STAND, WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO E)OSTINI 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY A CROSSES PROPOSED HOUSE PADS. ALL FIELD Tit M BE PERPETUATED INTO STORM SEWER SYSTEM SUBCONTRACTOR SHALL NOTIFY IN WRITING THE C ENGINEER IN ANY CIRCUMSTANCES WHERE THIS Q ACCOMPLISHED. 13. ALL FILL AREAS SHALL BE COMPACTED TO AT I-Ei PERCENT OF THE MAXIMUM DRY DENSITY (ASTM I