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Home My WebLink AboutC4.1 Proposed Erosion Control Plan pg. 06DRY DETENTION BASIN 6" PERFORATED SUB- SURFACI= DRAIN 860.50 TAPPING VALVE SLEEVE BY I.W.C. C 86 .8 BC 863.30 PROPOSED YDRANT ...TAPP I SLEE 862.49 C 863.00 G•VALVE BY I.W.C. -R-E�E Dtj iP' PAD (SEE DETAIL 862.75 863.00 GAS !,AFTER-- PROPOSED RRidVORMER PROkSED GENER) TOR YELLOW PAINT STRIPING O 0.50% 85 LF. OF 24" RCP 863.43 NOTE: $1O CURB ALONG H.C. PARKING STALLS. (SEE DETAIL ON SHEET C5.1) STORM I'■ a► TYPE R- INV =85 TC 86 1.27 9 #108 ING 455 -C STORM RTME NNECTION PROPOSED HYDRANT PRIVATE LIFT STATION AEI TC 9.69 8 C 859. 5 85 5 i i7. 86 .Q, 0 856 F ''�i TC 860.4 9 ePRIYATE FORCE -A1t1- GAS METER 175 L.F. OF 15" Zgg RCP 0 0.40% GRADE. RRIVATE LIFT 'SW1 'SW ON 6" PVC SA1V: LATERAL 1.04% GRADE 863.03 HP 859.91 r 65 LF. OF 24" RCP 0 0.1990 OPO HYDRANT 4 TC 8 9.6 8 9.19 C 860. 9 60 9 IN V.=.1358:40 LF.F. ELEV.= 863.50 STORM STR. #103 TYPE "E" INLET W/ NEENAH R- 3287 -15V CASTING TOR= 861.78 INV.= 857.26 BC 862:60 BC 862:06 PROPOSED FIRE EPARTMENT CONNECTION BC 859 .OF TC 860.27 BC =5•,77 7 STORM S INLET HP 859.91 105 E "J" N 455 -C =855.63 HP 859.89 272 LF RCP GRAD k A t ;2 CF 0.30% -t PROPOSED FIRE HYDRANT C 862.80 TC 860.63 860 13 TC 86 860 89 PERFORATED SUB SURFACE DRAIN C8• .00 86. 50 'WARRAI Y DEED 10' STRIP f LOW FLOW SW BAKER O'NEAL HOLDINGS,`It�C. I r (SEE DETAILS) RECORDED ON SEPTEMBER 11, 2000 1 INST. N 0.2000 8 STORM STR. #112 f INLET TYPE "J" W/ NEENAH CASTING TYPE R- 3403 -F 'TOR= 858.93 INV =85 2 i ND SECTION INV 855.61 195 L.F. OF 15" RCP 00.50% 860.50 ►'wi'�S► END SECTION INV= 855.08 9 s�11��O BOTTO l,EV.855.00 gliz$400.1_0$ 860 f:1•14 r- 856 .r��,� t �i _.i w ~Sr Q• -.S-- 'ice --Q.- -Amn,..♦- -��f 1 &WAAL ■3i 860 �I 860 AI► Wi►�_■-*AlrAIf-.W fi. END SECTION 857 860 INV- 854.88 ■a MfETLAND SEED MIXTURE 7 DRY DETENTION BOTTOM (SEE MI?( DETAILS SHT t4.2a) FUTURE R.L*RMS ST A I I 187 L.F. OF FRONTAGE ROAD 12" RCP (APSHALT PAVEMENT) O 0.32% 20 BUILDING SETBACK,' 15' WE BUFFE YARD PROPOSED 12" PUBLIC WATER MAIN (SEE SHEET c6.1) EDGE OF ASPHALT LOWELOW ONAL (SEE DETAILS) WETLAN' SEED MIXTURE IN DRY DETENTION BOTTOM (SEE MIX DETAILS SHT. C4.2ay 17 LE. OF 12" RCP 00.38% END SECTION W/ STORM STR. 115 RESTRICTOR TYPE "J" MAHHOLE INV. =853.43 W/ NEENAH R1772 CASTING (SEE DETAIL (MATCH TOR 859 EXIS T.) TEMP"ORAR 6ONSTRUCTION ENTRANCE r 10 P ►�TINGI STRI 1, t •v vvv CONNEPT p.. TC 860 C .4B SUB SLORFACE �I L• �_'w -�i i W DRAIN ITO STR. 861 11 ".1 D 13 I I v� �.�t ...A��i�� 8 61 f1•��.�i. s�.�_ ∎_�.wr_w _w r _s aP_�_�a:�■r:�r:�:v:�:�:r:wis 1. -1 11P:01111,: 860 .:MD:�:�:� 111V J I� ,.....y.--. ♦�♦,=♦i �i♦S.•Q,Zs..- •p. -,i,��., =3.t=�p�Z•s,=. p .�'a :,Zs p- s„....- ..r....- ,i.'�r�=�vi�G. Z I q, �._�_�.WWAI. 1_:� ■∎AIMP: :�..f..�:�:iAIIIKW .f.:�_.f. �AIIKII f.:� 4_ 1 1 .f �.f. 4f► f•�1V A 1► ♦�♦�♦�-�♦�♦�♦d 1:" ∎'7'�. ♦Ak.♦� ♦A��• 855 t v�� I 83 F. OF .A. 4. 33» 1 SWALE Q3 GRADE 854 >>h I(1 0 0. 8 I �C3 E '�5$. �6- 'EtE�/: 8fl �.1► Ar, i A _�i. +_i_ ∎'•_iw_k`_��_�Pa.i.„. ..I�►.i_i�_r l• J.a- i �_G:6.�:�P 1.. G_i.`•_��_3_i dG i f� pia- ..V'.•• i, 3- -wit-cc:: :zsa�•.�:�_� s l•v111■TAILTAII741■4111/•741■-•411VFAMTAWYAILIF■••"41110,411bTA■741■7/1111■YAIIM111■741■*:"..704110 ":/p7 a: �_a•_r_a :�_a: s s rs� c: :r� �:a:� a a ::cs:�:Q: Ater A S, �7∎1 \7 ∎1 -i- -i 860} 4� 4 ∎-i�-�-� AMY/1W ∎-4g. 861 i �.rv.••..,a v u74•10-L --A1110. 411.- 17% SF IN Q STORM STR. X11 TYPE "J" INLET W/ NEENAH R3403 -F CASTING TOR =859.00 INV. =853.36 111 L.F. OF 15" RCP ®0.40% PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 C3.2) STORM STR. #114 TYPE "J" MANH W/ NEENAH R1 2 CASTING TOR =857.00 MATCH EXISTING NOTE: INV. =853.0 1 RESTORE BERM TO ORIGIP CONDITION AFTER INSTAL OF STORM SEWER. EXISTII LANDSCAPING SHALL BE OT AS DIRECTED BY OWNER. to L 1 751 VAR IM CAUTION 12156 MERID DEED 3- 00046802 N ASSOCIATES, LC RECORD', ON MAY 14, 2003 .241+ ACRES DEED SEE SHEET C4.2 FOR CONTINUATION 1 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 DRAWING NO. SHEET OF TITLE: PROPOSED EROSION CONTROL PLAN N d' U 0 0 '5 0 0 0 cz 1 1/ J r r P PLATTED BEARING AND DIMENSION D DEEDED BEARING AND DIMENSION LS.R. LOCAL SERVICE ROAD ti L 'HALT VG AREA SYMBOL LEGEND TOS TOS (i_ e�� TOS TOS s r EXISTING CHAIN IJNK FENCE GAS UNOERgOUND GAS LINES WIR UNDERGROUND WATERLINES UCT UNDERGROUND TFl1YHGlVELINES OIMD OVERHEAD UTILITY LINES EXISTING SECTION LINE USING NWJUMfNTATION (AS NOTED) ROW RIGHT OF WAY CENlERLINf ARIGHT-OF-WAY SHOWS EXISTING FLORAE WITH DIRECTION MAJOR CONTOUR INffRViL FIVE �5 FEET �NINORCONIWRINiFRYAl =ONE OFOPT C= C.4LCULARDBEAkINCANODI fNSICW M MEASURED BEARING AND OIMfNSION GUY ANNOR WATER VALVE EXISTING FIRE HYDRANT TEIEPHONEPEDESTAL SIGN GAS VALVE GAS LINE MARKER TELECOMMUNICA IIONSMANHOLE ELECTRIC MANHOLE RIGHT-OF-WAY MARKER FOUND OVERHEAD UTILITY POLE 1 SURVEYMOVUMRT FOUND (ASNOIED) 4 SECTION CORNER MONUMENT (AS NOTED) TOS -i= STORM STR. #110 TYPE "E" INLET W NEENAH R- 4215 -C CASTING TOR= 864.00 INV =858.28 M.E. EP BC TC -1 000) GRADING LEGEND MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE TC 000.50 BC 000.00 CURB ELEVATIONS 1000.00 SPOT ELEVATIONS EDGE OF ASPHALT TOS TOS STORM STR: 0 9 TYPE "E" INLET t ,Wf NEENAH R- 4215 -C CASTING TOR= 862.00 INV= 859.25 TOS TOS Q TQS er TOS 1) EDGE OF ASPHALT EDGE OF ASPHALT EROSION CONTROL LEGEND Few STORM ST1't gob TYPE W NEENAH R T 13 -C CA ING TOR= 862.00 INV 859.00 SILT FENCE INLET FILTER SILT FENCE SAND BAGS EROSION CONTROL BLANKET 'ros- TOS GRAVEL CONSTRUCTION ENTRANCE TOS US #31 NORTHBOUND US #31 SOUTHBOUND OVERHEAD, UTILITIES RUN ALONG WEST R.O.W. LINE OF U.S.R. 31 TOS TOS TOS EXISTING TELEPHONE LINE SHALL. BE RELOCATED OR REPLACED AT A SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED GRADES. ASPHALT ED GE 0r ASPAACT TOS TOS TOS GRASS TOS f /OS EDGE OF ASPHALT ''TDS 1 TOS GRASS STORM #102 TYPE "E" W/ NEENAH R- 4215 -C CASTING TOR =862. 0 INV. 857.7 6" GATE rR.w VALVE ..ya _7,0-z'- Vi Alp Mh■14440 7 ij fir'' r 4Viti MM MA tioz ii r. op/ A'� i�� \71bir 41 "a 'iv i A cditilk TO4 `r TC 866.57 BC 866.07 2" PRIVATE FORCE MAIN INSTALL BY OPEN CUT ACROSS FRONTAGE ROAD LINE MAY BE BORED WITH APPROVAL FROM OWNER AT NO ADDITIONAL COST EXTEND WATER MAIN TO FE 0' 40' 80' Imi?"■•• SCALE: 1 40' r San IAN T.C. 864.50 NE r PVC Inv. 856.86 E 8' PVC Inv. 856.53 SE 8' PVC Inv. 858.86 6' PVC 857.28 INV (NW)= 856.63 IN2004.0387.071.PH2.C21. C21- C42a.PLANS.dwg