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Home My WebLink About04120019.6a 165 L.F • OF STR. Nb• FTR. 892.90 i Cp' \ I FT R. STM. STR. t 1 - - TOR= 893.62 \\ `` 13 - - ` SIR. NO \ \\ STM• STM STR. N° 8 RCP \\ `��\ TOR= 892.90 \ _ 40 L.F. OF 12 \\\ FTR. STM. STR• !/.�� _ _- - - \ �\ \ Y_ -` --I_ - r 1 a' RCP 61 - - - _ TOR = 893. / O 25 \ OF `�v 25 L 2 _ R- V , J F C -- - CP _ 80 L.F M, R INV�889.9 7 - - -___ -- • P. �x • i , � e S. - - _ pvc \ - - • -- -- STR T - - -- R_ 91.85 li i - \\ TO II o. _ e x s 4" pvc JOR= 892,85 _ \� TM. STR. No, 12 \ I ' I I - -- 28 L.F. OF 15'_RCP �I I 5 "RCP /7 - - - - - - -- _. - -- - - T -----___ ____________. - - - - -- - STM. STR_Ne. 18i `$ TOR= 892. ?5 STM. STR. NI. TOR= 892. 5- - = - -�' ___ - - -- - - -- - - - -- -- - - - - - -- - l i i' II - {. TOC - SAN. C.01- - - - -1 I I t ,< iPh ✓✓ 8 8.i7 i TOC= 893.18 I 1 I I 4 !NV= 887.65 I I I SAN 0 0. - 111 TOC= £394.10 ,If -i-y > --- - -- - - '- -_ -- - 6 1 ! INV= 8;;2.15 >. / Yel l EXI TING --- - - - - -- ; : I, BANK ONE {{ I ' ! Z, BUILDING - - - - -- - 4. .. V, 1�1 14 aI '(L � .,L_i- - -- - - - - -- ?i -'-i- -cI - - - - fF - - - - - -- -`i i Z F- ��- ICI 42 L.F. bF � r I 12" RCP , SAN, C.O.- TOC- 894.15 II r� -- ----- fi5 - - -- -- - - - - -- --- - - - -`� II i o F. OF II r r - N\ STM. STR. No. 2\ 12" RCP !( Z A_ TOR= 892.65 ISTM. STR. No. 20 I TOR = 1893.121 i 6' WIDE PERIMETER PLANTING AREA Z\ -------- - - - - -- - -lj- - - - - -- -- 3TO, STIR. Nb. 22 I _ - _ I 3 FO � 890.41\ X3t' SE -ID SE ACK _ -- ° ! ------ ______________ ________ _ �I 1= ------ --------- - - - - -- -- -- - - - - -- -- -- ----- -- - - - - -- - - - -- 4. \ 18" RCP 6" PVC SAN, LATERAL li i 1\ iH1 PARK NORTHWESTERN 8 REGULATED DRAIN EASE �fvT \ -XIGT. 15' FROM PIPE CENTERLIt� I V =887 67 -- - - - -- \ V- BOTTOM SWALE -------------- - -- - - - - - - -- Q - - -- --- - -- - -- ---- /- '- _- __ - - -_ - � ----- �-- �---- �----------- - - -f-- ----- ------------ --- - - - - -- pfjUTl %;G FOR STC� is EXCEE[)! ,N; '00 "R ` 4 . _ 6. d e e -tat �eri� sect CONNECT TO EXISTING SEWER MAIN IN COMPLIANCE WITH WEST CLAY REGIONAL WASTE DISTRICT FOR ACTIVE LINE TAPS L v1'! A If�l 1 `� ' � \ \ 44 L.F. OF 6" PVC \ SANITARY LATERAL (SEE DETAIL J \� ` e� \\ \ ® 1.0% SLOPE (MIN) \ TH15 5HEET) SAN. C.O. INV = 887.00 III \ \\ o \ \ MAD FORD /// A /�L' I ! h \ rw) INV. 88X.75_,-' I I \ \ --- - - - - -- \ - - - - - -------------- - - Ile - �' t / ' -• � � I l j ul I J / 1 EXIST. PAVED N INVERT V- BOTTOM 1 \ SWALE DRY DETENTION Z /l \ \ � 1 // / 1 AREA # 2 PARK NORTHWESTERN BOTTOM ELEV= 888.25 REGULATED DRAIN EASEMENT 100 YR ELEV= 892.92 \ 15' FROM PIPE CENTERLINE JtL--- , - - - - -- -- ------- - - - - -- - -- �. - - ---- - - - - -- - -- k i 11 - - -- - -- - - - - --- - - - - -- - - -- 1 - - - - - -; - - - - -- __ - -- --------------------- - - - - -- - %/<-+ 11 \ ------ - - - - -- 18' RCP - ---------------------------------------------------------- ------------ - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- N18 °39'52 "W - 684.17' - �fs� --- EXIST. EVER GENC EXISTING R/W �l ST M. STR. No. 17 SPIL�a% .„ . I ELEVATION= 892.90 lil INV= 888.25 ------ - - - - -- - -_-_ \ \ Inv =87.45 -SWING JOINT W/ t - - - I i- - REGRADE EXISTING D #✓TCH J - 3" GATE VALVE Off EAST -AND WEST IDE - - US - -421 PER -IN TRL'CT(ONS - a MATCO EXIST. I I FROM HAMILTON COUNTY SURVEYOR'S OFFICE INV= $8x7.45 \ I o a 0' 20' 40' SCALE: 1"=20' PROPOSED UTILITY LEGEND - G GAS LINE - E ELECTRIC LINE -T TELEPHONE LINE -W--- WATER LINE C M GAS METER LIGHT POLE ® ELECTRICAL TRANSFORMER VALVE Do WATER METER PIT 0 POST 1 o � � 3 1� - 1 `l I` L v1'! A If�l 1 `� ' � \ \ 44 L.F. OF 6" PVC \ SANITARY LATERAL (SEE DETAIL J \� ` e� \\ \ ® 1.0% SLOPE (MIN) \ TH15 5HEET) SAN. C.O. INV = 887.00 III \ \\ o \ \ MAD FORD /// A /�L' I ! h \ rw) INV. 88X.75_,-' I I \ \ --- - - - - -- \ - - - - - -------------- - - Ile - �' t / ' -• � � I l j ul I J / 1 EXIST. PAVED N INVERT V- BOTTOM 1 \ SWALE DRY DETENTION Z /l \ \ � 1 // / 1 AREA # 2 PARK NORTHWESTERN BOTTOM ELEV= 888.25 REGULATED DRAIN EASEMENT 100 YR ELEV= 892.92 \ 15' FROM PIPE CENTERLINE JtL--- , - - - - -- -- ------- - - - - -- - -- �. - - ---- - - - - -- - -- k i 11 - - -- - -- - - - - --- - - - - -- - - -- 1 - - - - - -; - - - - -- __ - -- --------------------- - - - - -- - %/<-+ 11 \ ------ - - - - -- 18' RCP - ---------------------------------------------------------- ------------ - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- N18 °39'52 "W - 684.17' - �fs� --- EXIST. EVER GENC EXISTING R/W �l ST M. STR. No. 17 SPIL�a% .„ . I ELEVATION= 892.90 lil INV= 888.25 ------ - - - - -- - -_-_ \ \ Inv =87.45 -SWING JOINT W/ t - - - I i- - REGRADE EXISTING D #✓TCH J - 3" GATE VALVE Off EAST -AND WEST IDE - - US - -421 PER -IN TRL'CT(ONS - a MATCO EXIST. I I FROM HAMILTON COUNTY SURVEYOR'S OFFICE INV= $8x7.45 \ I o a 0' 20' 40' SCALE: 1"=20' PROPOSED UTILITY LEGEND - G GAS LINE - E ELECTRIC LINE -T TELEPHONE LINE -W--- WATER LINE C M GAS METER LIGHT POLE ® ELECTRICAL TRANSFORMER VALVE Do WATER METER PIT EXISTING TOPOGRAPHY LEGEND A WATER VALVE GENERAL UTILITY NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT FROC=ED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. 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 TARE 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 COMFANIES. 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 CONSTRUCT ION. 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 LOCA110NS 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" CONDITIONS. 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 !NDiCATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. DEM151NG WALL 341 LINE" ' /a' LINE \ (2) %" METERS IN IN 51NGLE METER PIT (TYP. FOR EACH TENANT SPACE) NOTE: bACKFLOW PREVENTER'5 TO BE LOCATED IN51DE / BUILDING. BENCHMARK: ACE T.B.M. # S -78 -2 A CHISELED "X" ON THE NORTH, NORTHWEST BOLT ON THE FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF U.S. 421 & NORTHWESTERN DRIVE ELEV. = 894.86 ACE T.B.M. #830 A CHISELED "a" ON THE WEST SIDE OF THE CONCRETE LIGHT POLE BASE LOCATED IN FRONT OF "Clubhouse Cuts For Kids" behind "Wendy's" ELEV. = 897.58 ACE T.B.M. 63 A CHISELED 'X" ON THE NORTHEAST HEX NUT OF THE FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF COMMERCE ROAD, APPROX. 250 FEET NORTHEAST OF THE NORTHEAST CORNER OF "Target ". ELEV. = 892.85 3 DETAI L CAUTION H 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 - Z Li = Q Z F, Q 0-4 0 ..., c 0 °z �zzv° Z �l - � W 0.4 W M--i 0 p0., w 0 J > E..,cxd00N rc �yZ V� Z U �T � va �3 O Uj U O Q F1 J v � 0 U CO) M- 4 to 04 a h Ica Oa ��vw Z Q t p F� Z t� FET,q y 9C�� No. * 19900549 SrA1E OF 0 /G� ERTIFI D BY Q Q 0 V Z V W o Z Q Q Q. .J J oc LU 0W s V J OW LL 2 W v CO) Uj a 0 REVISIONS SHEET NO. i i:. C4.1 DATE: 12/17/2004 DRAM BY: JM5 CHK'D BY: AF JOB FIRE HYDRANT C SPRINKLER CONTROL VALVE NO. TELEPHONE X -BOX TELEPHONE F E!)ESTAL LIGHT POLE COMBINATION POLE STREET SIGN Do MAIL BOX 0 POST GENERAL UTILITY NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT FROC=ED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. 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 TARE 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 COMFANIES. 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 CONSTRUCT ION. 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 LOCA110NS 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" CONDITIONS. 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 !NDiCATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. DEM151NG WALL 341 LINE" ' /a' LINE \ (2) %" METERS IN IN 51NGLE METER PIT (TYP. FOR EACH TENANT SPACE) NOTE: bACKFLOW PREVENTER'5 TO BE LOCATED IN51DE / BUILDING. BENCHMARK: ACE T.B.M. # S -78 -2 A CHISELED "X" ON THE NORTH, NORTHWEST BOLT ON THE FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF U.S. 421 & NORTHWESTERN DRIVE ELEV. = 894.86 ACE T.B.M. #830 A CHISELED "a" ON THE WEST SIDE OF THE CONCRETE LIGHT POLE BASE LOCATED IN FRONT OF "Clubhouse Cuts For Kids" behind "Wendy's" ELEV. = 897.58 ACE T.B.M. 63 A CHISELED 'X" ON THE NORTHEAST HEX NUT OF THE FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF COMMERCE ROAD, APPROX. 250 FEET NORTHEAST OF THE NORTHEAST CORNER OF "Target ". ELEV. = 892.85 3 DETAI L CAUTION H 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 - Z Li = Q Z F, Q 0-4 0 ..., c 0 °z �zzv° Z �l - � W 0.4 W M--i 0 p0., w 0 J > E..,cxd00N rc �yZ V� Z U �T � va �3 O Uj U O Q F1 J v � 0 U CO) M- 4 to 04 a h Ica Oa ��vw Z Q t p F� Z t� FET,q y 9C�� No. * 19900549 SrA1E OF 0 /G� ERTIFI D BY Q Q 0 V Z V W o Z Q Q Q. .J J oc LU 0W s V J OW LL 2 W v CO) Uj a 0 REVISIONS SHEET NO. i i:. C4.1 DATE: 12/17/2004 DRAM BY: JM5 CHK'D BY: AF JOB N2004.0948.074.C41.UP.DWG _; NO. LN2004.0948 N2004.0948.074.C41.UP.DWG _;