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Home My WebLink Aboutpg. 02 Water & Sewer7" -21 \C\\ ......J x \I CC C1 \\:\::1 C_D C) C23 A„ C.) z on cn 1i...1 N N x\ (it I, ASPHALT I PARKING AREA r+- 4- -La55 POND 0 YR. IELEV. =E3G2.52 855 INV.852.50 INV.854.52 bC 8G2.2 PROPO9ED bU I LC) I N IF.•. ELEV.= 7G4.52 PROPOSED !AGENCY GENERATOR PROPOSED TRANSFORM STORM INLET TOR=8G3.00 INV.=855.15 PROP. STORM INLET TOR=8G2.43 INV.=853.45 4pn 12 STORM 12, STORM SEWER 82 C 81)2 08 TC 5.57 bc 5G.07 TC 8G2.18 BC 861.G8 TC 8GG.57 BC 814.07 bC 865.87 0 CHAO 3 7 848-6500 s buthproperty.com RPSO END OF EXISTING WATER MAIN. 6111111. •••■■•1111=1. IOW el* INIIIMIN■ +INN r=10 611111■••• MIN -e- OH*. 014/10 Tos Tc LOT #9 oat owr www■. owe Am. mwm■ mo 4E. •OP M.MMMNIND 41. 41■IMEN. aNO MME■ MID 400 1MM OM __15 UTLITY EASEMENT INST. NO. 87-44491 EASEMENT NO. WX5491 TC 8G2.26 1,C 8G1.7 CHAO TC 8G2.2G bC 8G1.76 OHAO i. CHAO CIHRO WARRANTY DEED INST. NO. 2000-00045328 BAKER O'NEAL HOtDINGS, RECORDED oN SEPTEMBER 11, 2000 ds -----TCS 4 TCS 7 CS AO CHAO Ot-tA0 EDGE OF ASPHALT 4 stp EDGE OF ASPHALT 4 WEST R.O.W. LINE OFTRON TC 862.8G 5C 862.5G N.. T C 8G5.4G bC 862.96 TC 8G2.5G bc 8G2.QG TC 8G2.8G BC 8G2.5G 7 I.. ■•■■•,/i.. .1. 7........ N N 1 PROPOSED WATER 1 MAIN EXTENSION TC 862.25 DC 864.85 EDGE Of ASPHAR4_ t- I 1 I I t t I I I 1 q T4 8G2.2G bl 8G1.76 t TC 8G2.5 Ec 8G2.QG TC 8G2.25 tIC 8G1.85 TC 8G5.4G bC 8G2.9G •••■•■•■•••■••■■•■•■••••111MIIMINII, rrIMIr.■•■• TC 8G2.9G bC 8G2.4G us #31 NORTHBOUND CENTERLINE US #31 SOUTHBOUND PROPOSED WATER SERVICE TC 8G2.18 8G1.68 TC 862.5G bC 862.0G -1* (APSHALT PAVEMENT) TC 8G2.55 1 --__BC aG1.85 TC 8G2.48 bC 8E11.98 X X X X -X X -X -X --IX -X-, ---X -X --I --,----X ----X e HA 0 Ow. c3rgRA0 04kr "I I 4 I cs M LL tBPIEN TC 8G2.81 bC 862.51 42, 4 FRONGE ROAD es, bC 8G .85 PROPO5ED FIRE DEPARNENT CONNECTION PROPO5ED HYDRANT W/ G GATE VALVE TC 8G2.41 C $G1.91 „JIG 5G2.81 I bc 862.51 U,S HolTilih, CgF7 9 2T May 20(34 TC 8G4.58 bC 8G3.88 N TC 84.8 BC 53.55 TC 8G5.9 BC 8G3.41 z LOT 5(2.0J TC 8G5.$1 bC $G5. 1 TC 8G3.1 bC 8G5.41 Edge of water TC 8G2.48 5C 6G1.8 )*1 TC 862.85 8G2.51_3_ 1- *S3P <9 TC 13G2.58 Bc 8G2.38 ASPHALT 0 EDGE OF ASPHALT PROPOSED ELECTRIC 4 TELEPHONE SERVICE OF ASPHALT EDGE OF ATHALT 0 cr) LOT #12 TOR=8G0.18 INV.=855. svo i -SAWCUT PAVE/IFNI PROP. STORM IN 0116•11.■ POP D GAS SERVICE DETENTION PONGt OUTLET PIPE TO tONTINU-VIA PRIVATE EASEMEkfT TO SIDRIN‘LAKE ESTATES,ETENTION POND Lu TRASH DUMSTER AND ENCLOSURE ROP. STORM INLET TOR=8G5.00 INV.=852.71 PROP. STORM INLET TOR=864.31 INV55 2. PROP. STORM INLET TOR=83.3 INV.=1:152.0 EXTEND WATER MAIN TOE SCALE: 1"=40' 0' 40' GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD BATH" CONDTIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE 'THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO THE CITY OF CARMEL, INDIANA STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRANTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. PROP. STORM INLET TOR=85.00 INV.=851.36 AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3917 (317) 547-5580 FAX: (317) 543•0270 04 (c) 1965-2004 hy Amerklor N N PROP. STORM 1 INLET N NN TOR=860.65 1 2 t, 5 ou 5 N INV.--1555.04 15 STORM SEWER 111 INLET- EIG2.00-• 8G2.0G,1 PROP. 5TORh\ TOR=860.G3 PROP. STORM INLET j TOR-860.63 INV.=855.66 INV.=855.28 7" -21 \C\\ ......J x \I CC C1 \\:\::1 C_D C) C23 A„ C.) z on cn 1i...1 N N x\ (it I, ASPHALT I PARKING AREA r+- 4- -La55 POND 0 YR. IELEV. =E3G2.52 855 INV.852.50 INV.854.52 bC 8G2.2 PROPO9ED bU I LC) I N IF.•. ELEV.= 7G4.52 PROPOSED !AGENCY GENERATOR PROPOSED TRANSFORM STORM INLET TOR=8G3.00 INV.=855.15 PROP. STORM INLET TOR=8G2.43 INV.=853.45 4pn 12 STORM 12, STORM SEWER 82 C 81)2 08 TC 5.57 bc 5G.07 TC 8G2.18 BC 861.G8 TC 8GG.57 BC 814.07 bC 865.87 0 CHAO 3 7 848-6500 s buthproperty.com RPSO END OF EXISTING WATER MAIN. 6111111. •••■■•1111=1. IOW el* INIIIMIN■ +INN r=10 611111■••• MIN -e- OH*. 014/10 Tos Tc LOT #9 oat owr www■. owe Am. mwm■ mo 4E. •OP M.MMMNIND 41. 41■IMEN. aNO MME■ MID 400 1MM OM __15 UTLITY EASEMENT INST. NO. 87-44491 EASEMENT NO. WX5491 TC 8G2.26 1,C 8G1.7 CHAO TC 8G2.2G bC 8G1.76 OHAO i. CHAO CIHRO WARRANTY DEED INST. NO. 2000-00045328 BAKER O'NEAL HOtDINGS, RECORDED oN SEPTEMBER 11, 2000 ds -----TCS 4 TCS 7 CS AO CHAO Ot-tA0 EDGE OF ASPHALT 4 stp EDGE OF ASPHALT 4 WEST R.O.W. LINE OFTRON TC 862.8G 5C 862.5G N.. T C 8G5.4G bC 862.96 TC 8G2.5G bc 8G2.QG TC 8G2.8G BC 8G2.5G 7 I.. ■•■■•,/i.. .1. 7........ N N 1 PROPOSED WATER 1 MAIN EXTENSION TC 862.25 DC 864.85 EDGE Of ASPHAR4_ t- I 1 I I t t I I I 1 q T4 8G2.2G bl 8G1.76 t TC 8G2.5 Ec 8G2.QG TC 8G2.25 tIC 8G1.85 TC 8G5.4G bC 8G2.9G •••■•■•■•••■••■■•■•■••••111MIIMINII, rrIMIr.■•■• TC 8G2.9G bC 8G2.4G us #31 NORTHBOUND CENTERLINE US #31 SOUTHBOUND PROPOSED WATER SERVICE TC 8G2.18 8G1.68 TC 862.5G bC 862.0G -1* (APSHALT PAVEMENT) TC 8G2.55 1 --__BC aG1.85 TC 8G2.48 bC 8E11.98 X X X X -X X -X -X --IX -X-, ---X -X --I --,----X ----X e HA 0 Ow. c3rgRA0 04kr "I I 4 I cs M LL tBPIEN TC 8G2.81 bC 862.51 42, 4 FRONGE ROAD es, bC 8G .85 PROPO5ED FIRE DEPARNENT CONNECTION PROPO5ED HYDRANT W/ G GATE VALVE TC 8G2.41 C $G1.91 „JIG 5G2.81 I bc 862.51 U,S HolTilih, CgF7 9 2T May 20(34 TC 8G4.58 bC 8G3.88 N TC 84.8 BC 53.55 TC 8G5.9 BC 8G3.41 z LOT 5(2.0J TC 8G5.$1 bC $G5. 1 TC 8G3.1 bC 8G5.41 Edge of water TC 8G2.48 5C 6G1.8 )*1 TC 862.85 8G2.51_3_ 1- *S3P <9 TC 13G2.58 Bc 8G2.38 ASPHALT 0 EDGE OF ASPHALT PROPOSED ELECTRIC 4 TELEPHONE SERVICE OF ASPHALT EDGE OF ATHALT 0 cr) LOT #12 TOR=8G0.18 INV.=855. svo i -SAWCUT PAVE/IFNI PROP. STORM IN 0116•11.■ POP D GAS SERVICE DETENTION PONGt OUTLET PIPE TO tONTINU-VIA PRIVATE EASEMEkfT TO SIDRIN‘LAKE ESTATES,ETENTION POND Lu TRASH DUMSTER AND ENCLOSURE ROP. STORM INLET TOR=8G5.00 INV.=852.71 PROP. STORM INLET TOR=864.31 INV55 2. PROP. STORM INLET TOR=83.3 INV.=1:152.0 EXTEND WATER MAIN TOE SCALE: 1"=40' 0' 40' GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD BATH" CONDTIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE 'THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO THE CITY OF CARMEL, INDIANA STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRANTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. PROP. STORM INLET TOR=85.00 INV.=851.36 AMERICAN CONSULTING INC. Architects Consultants Engineers 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3917 (317) 547-5580 FAX: (317) 543•0270 04 (c) 1965-2004 hy Amerklor