The URL can be used to link to this page

Home My WebLink About35-96.70 N89'27`30'E 2625.85' N88'42100'E 2622.55' -- ------------------ - - - - -- - - - - -- - - - -- ---------------- - - - - -� ---- - - - - -- -- - -- -- - -- ---- --�r------------- - N.W. CORNER NE /4 North Line NE /4 Sec. 36-18 -3E N.E. CORNER NE /4 SEC. 36- T18N -R3E North Line NW /4 Sec. 36-18 -3E 1 SEC. 36- TI8N -R3E 1 N.V. CORNER NV /4 SEC. 36- T18N -R3E D (U I I W c fU , CD M LEGEND i ° EROSION CONTROL SPECIFICATIONS IPS - 5/8" DIA. REBAR WITH CAP MARKED :.' �' " " t �+ o " "WEIHE ENGR LS 0012" SET I 1) This plan is designed as on attempt to prevent any and oil PKS - PK NAIL SET IN ASPHALT PAVEMENT ZPoint of Beginning sediment from leaving the construction site by way of erosion. If POB PORN / SOILS MAP San. M.H. EX. T.C. = 84122 PR. T.C. - 839.50 N.V. INV. = 830.27 S.V. INV. = 830.27 / T�n 037.81 INV. INV. • 034.66 M WV. ■ 034.66 If Stern ■097IMet T.C. � .02 N.V. WV. • A7 M MV. 134.97 Edge of Voter , San. M.H. / / /, •� T.C. = 840.73 N.E. INV. = 828.92 / 5� S.E. INV. = 828.92 Brass Plug FoyKd-, PKpe Inv. ■ 827.79 - RIP -RAP t "DON'T DIG BLIND" I� i� I -am CURVE DATA 362 -3344 426 -5200 WITH CONTENTS INTO A NEW BAG. p = 90'00'00' R = 20.00' Curve Length = 31.42' Chord Length = 28.28' $torn wet Chord Bearing = S00'55'00' E T.0 -� S.V. WV. ■ 835.0 Stores utet - TL. ■ 03026 I K.E. WV. • 035.11 S.V. WV. ■03531 SE. IINV. • 035.11 PKpe Inv. ■ 827.79 - RIP -RAP �i ♦ ♦♦ 4 r- -Edge of Voter SSo O4 T OF BEGINNING OF DESCRIBED REAL ESTATE (M) - AS CALCULATED AND MEASURED IN FIELD INST. - RECORDERS OFFICE INSTRUMENT NUMBER B.S.L. - BUILDING SETBACK LINE / - - - - EASEMENT , FLOWLINE D. do U.E. - DRAINAGE do UTILITY EASEMENT / D.U. & C.E. - DRAINAGE, UTILITY & CABLE EASEMENT S.D.U. do C.E. - SANITARY, DRAINAGE, UTILITY do CABLE EASEMENT ®W Centerline Determined From / �... Plat of Carmel Science ' & Technology Park / PROPOSED ADAMS -� STREET EXTENSION , i End of Street PovqKent / and Concrete Curbing Er NL ON. 03423 t v 1MV 03423 0 30 60 - 120 Scale: 1" =60' "Holey Moley" says,_ "DON'T DIG BLIND" I� i� I -am 1 -600 362 -3344 426 -5200 WITH CONTENTS INTO A NEW BAG. I O )a d !� : rn 9 Z =r:;o ITT v0 __ n10q d1/i11111,01"O �i ♦ ♦♦ 4 r- -Edge of Voter SSo O4 T OF BEGINNING OF DESCRIBED REAL ESTATE (M) - AS CALCULATED AND MEASURED IN FIELD INST. - RECORDERS OFFICE INSTRUMENT NUMBER B.S.L. - BUILDING SETBACK LINE / - - - - EASEMENT , FLOWLINE D. do U.E. - DRAINAGE do UTILITY EASEMENT / D.U. & C.E. - DRAINAGE, UTILITY & CABLE EASEMENT S.D.U. do C.E. - SANITARY, DRAINAGE, UTILITY do CABLE EASEMENT ®W Centerline Determined From / �... Plat of Carmel Science ' & Technology Park / PROPOSED ADAMS -� STREET EXTENSION , i End of Street PovqKent / and Concrete Curbing Er NL ON. 03423 t v 1MV 03423 0 30 60 - 120 Scale: 1" =60' "Holey Moley" says,_ "DON'T DIG BLIND" Ca ■, 0 , -.•M FrYq -7 A■ r e ti I -am 1 -600 362 -3344 426 -5200 WITH CONTENTS INTO A NEW BAG. T.C. • 838.17 �+ � N.E. INV. ■ 034 INV . INV. ■ 834.04 S.E. INV. - 834.04 4 1 San, M.H. EX. T.C. = 841.83 PR. T.C. = 838.29 N.W. INV. = 826.36 S.E. INV. = 826.36 PR. INV. (E) = 826.90 R = 385.00' Curve Length = 305.03' M 11 , Chord Length = 297.11' Chord Bear ng = S23.13'10'E �r 1 - BAY DEVELOPMENT CORP. -i (� `CARMEL STATION �o 1 r I a , San. M.H. TAI EX. T.C. = 84388 M PR. T.C. = 840.60 N.W. INV. = 825.32 S. INV. = 825.32 r, 1 Brass Plug Found 1 15' Concrete P,pe Stub Storn Inlet T.C. ■ 840.35 le' E. INV. ■ 83795 1 N. INV. - 837.05 Stern Inlet T.C. - 840.59 1 V. INV. ■ 837.49 E. INV. ■ 837.49 2' Rolled Concrete Curbing (Typ.)' I c V 1 I CD '`I � 11 1 CD ` CD EROS /ON CONTROL PLAN BLOCK 14B, CARMEL SCIENCE & TECHNOLOGY PARK, HAMILTON COUNTY i 1 I `San. M.H. I I T.C. = 845.55 ' I INV. = 823.82 I ISSUE FOR CONSTRUCTION erosion of sediment from the site is taking place, the owner shall take preventative action immediately. The engineer shall be _IPS consulted in the event this happens. 2) Temporary seeding is to be applied to any graded area that will remain unaltered for on extended period of more than a month. 3) Permanent seeding is to be applied immediately to areas that have 5) All sediment cap turin m sures ore to be implemented prior to the disturbance of the construction area they ore intended to service. 6) All erosion control measures proposed are to be properly maintained to continue their effectiveness. POST -� 4' TO' MAX.-SPA STAPLELE drt- TiR1E -- pr�U r 4'X4' TRENCH T AMD COIPACTED \ SILT FENCE SECTION MAINTENANCE: 1. INSPECT RE EKLY AND AFTER EACH STORM EVENT. 2. F FABRIC IS TOME Olt DETERIORATED. REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT 0E4 HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO SULGE. 4 TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5 AFTER ORARUCE AREA IS STABILIZED. REMOVE FENCE AND SEDIMENT. BRING DISTURBED AREA TO GRADE AND STABILIZE IT. = �O��_=1�iG0, SMOOTH F UND" FILTER CONSTRUCTION ENTRANCE (NO 1' Hollow Pipe Found 2.3' N of IPS S89 °28'40'W 382.40' STRAW SALES BURIED 3' STORM INLET S -04 REPAR STAKE 7X6' SILT TRAP 1 -REPAR STAIR SALES SLIMED r r 2'X6' SILT TRAP SE'CnON WrW STRAW BALE PLACEMENT #2 FOR EROSION CONTROL (NO SCALE) MAINTENANCE, 1. INSPECT THE STRUCTURE PROTECTION AFTER EACH STORY EVENT. 2 REMOVE ACCUMUtAIED SEDIMENT AND MAIM NEEDED REPAIRS. 1 Imew DRAINAGE AREA HAS SEEN STABILIZED. REMOVE ALL SEDIMENT AND OONSTRLIC7ION MATERIALS, OtADE DISTURBED AREA TO ELEVATION OF TOP OF INLET AND STABLUE. LEGEND ® - STONE CONSTRUCTION ENTRANCE (20' X 50') - TEMPORARY SEEDING ® - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORM AMERICAN GREEN S -150 (OR EQUAL) %r - STRAW BALE EROSION CONTROL DAM ALONG SCALE FLOWLINE (SEE DETAIL) A - STRAW BALE EROSION CONTROL DAM AROUND CURB INLETS a - STRAW BALE - SLOTTED RISER EROSION CONTROL DAM AROUND BEEHIVE INLETS (SEE DETAIL) ® SF=- SILT FENCE -(SEE DETAIL) 0.47' Deed Overlap V Hollow Pipe Found X1.3' N of IPS 112' Rebor Found 0.9' S of IPS 11/33 1 1/3 1 1/3� BALES BARED r \-S-/4 REPAR STAKE STRAW BALE PLACEMENT #1 FOR EROSION CONTROL MANTENANCE: (NO SCALE) I. MKCT STRAW BALE ONES •EEIa.Y AND 010 EACH STORM EVENT. 2. REMOVE ANT' SEDIMENT DEPOSITS PROMPTLY TAKING CAE NOT TO UNDIDIMNE ENTRENCHED SALES. 3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION ACTIVITIES AND REPAIR ••EDIATELY. 4. AFTER DRAINAGE AREA HAS BEEN STABILIZED. REMOVE BALES AND SEDRENT. BRING DISTURBED AREA TO GRADE AND STABILIZE IT. STABIUZATION JAN i'EB MAR APR. MAY ,ANNE JULY AUG. SEPT. OCT. NOV. DEC. PRACTICE PERMANENT A • / / //I / / / /•��• /I/� SEEDING DORMANT SEEDING TEMPORARY C D SEEDING SODDING Fse •�� //1 / / / / /•�.� MULCHING G A - KENTUCKY BLUEGRASS 40 LBS /ACRE: CREEPING RED FESCUE 40 LOS /ACRE: PLUS 2 TONS STRAW MULCH /ACRE. OR ADD ANNUAL RYEGRASS 20 LBS /ACRE B - KENTUCKY BLUEGRASS 60 LOS /ACRE: CREEPING RED FESCUE 60 LBS /ACRE: PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 IPS /ACRE. C SPRING OATS 3 BUSHEL /ACRE. D WHEAT OR RYE 2 BUSHEL /ACRE E ■ ANNUAL RYEGRASS 40 LEIS /ACRE. F SOD G ■ STRAW MULCH 2 TONS /ACRE. •/I /• IRRIGATION NEEDED DURING JUNE. JULY, AND /OR SEPTEMBER .. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD SEASONAL SOIL PROTECTION CHART (NO SCALE) 1 � RUNOFF r \ �= _ ".-- - ti RUNOFF I �KF NOTE: GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. RUNOFF CAP BETWEEN BAGS - ACTS AS SPILLWAY GRAVELBAG CURB INLET PROTECTION (FOR NUTS THAT ARE ON SLOPING SITES OR CONTINUOUS GRADES) (NO SCALE) NOTE: GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. IF BAG DETERIORATES OR IS DAMAGED, REBAC OLD BAG WITH CONTENTS INTO A NEW BAG. )ATE BY JOB N0. 0/24/9 MN0 JOBSNOER.DWG 9522 W E I H E ENGINEERS J. D.L. CHECKED BY: M.N.O. DATE SEPT. 29, 1995 CIVIL ENGINEERS 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46280 (317) 846 -6611 LAND SURVEYORS LAND PLANNERS INC. ALLAN H. WEIHE, P.E., L.S. PRESIDENT