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Home My WebLink About1994 L103 Grading & Drainage PlanMLZ 11`M`t 11111110001■11111111111MI lit _ANN r, r_ 110 LF. 18 "0 RCP 0.95% NC. END STR. CURB INLET Z3. R1,M ELV. 8 SUBDRAIN INV. '6Jfl E SEE DETAIL 842.10 841.80 11163 ■M■ WOMEN F ■MKE■■ ■ELMII ....l A ■Mir! ■I GJ•u■ ■•I■■ IMIIMIPIIIIIIIIIIM A■■ rA In ■■EEE■ME I M■Mn■E■11■M.� 1 uu• M■. ■E ■EM■ 1 A It1 iii f ■MII ■N ∎gyp Mal sismemsaum M■■■■ ■11 �i 11111•1111111111•1111111•1111111 'ENIKESIIIMME111111re 1 a maim ai di r...usua `�j• F 1 IT I I 61'14111 232 3.1111/M110$1111 1 TWO Nihau. Ann 843.10 v 0 846. J V RIM EL 83 iNV. SUBDD V. ELEV. N ELEV. N.E� INV. ELEV. S.W r s. DETAiL 83 �C •••mo tl 1� 1 V 822.00 824.00 Q ®7 -L'�1 o t i T 7 b 222.00 12 "CM 12 "CMP 842,85 842.15 drc Z c CD 1 0 X INSTALL ORIFICE PLATE ON EXISTING 12 "0 OUTLET PIPE AT CONC. HEADWALL SLATE SIZE AT 0.074 S.F. 7 j1 i N 1 r 1 18321832 1833.001 1834.00 8I 36.G01 537.00 i38.0 210 LF. 0.65% 1 825.00 1826.00 1827.00 828.00 1829.001 830.00 Q fftttt' PROPE'FtTY LINE STR. CURB INLET RIM ELV. 836.70 INV. SUBDRAIN ELEV. 834.95 INV. ELEV. N. 834.15 INV. ELEV. S.E. 833.75 INV. ELEV. S.W. 833.50 SEE DETAIL Q Straw bales and/or sift fencing protection shall be used as drainage pion. If local ordinances require their own details devices, it is the responsibility of the Contractor to provide 821.001 823.001 lop 9 4' Woven W �e ence 7 '1 SECTION 0 STR. CURB INLET 7 RIM ELV. 837.80 INV. SUBDRAIN ELEV. 835.50 INV. ELEV. N. 835.00 INV. ELEV. S. 834.80 SEE DETAIL FROSION CONTROL NOTES: All erosion and sediment control work shall conform to the standards, specifications and pr oceaures of the County, City and Local agencies, whichever has jurisdiction. So;' erosion control devices and practices will be established immediately oefore any ciecring, grading, excavating, filling or otherwise disturbing of natural terrain. The Contractor shall :reserve naturai vegetation as much as possible. eres'cr seC cone -o; cevices sna,l remcir, in pioce curing the ent re construction phase. Only tnose controls and devices tnat are temporary in nature shall be moved or r o: tied to allow progress of construction. Daily inspections spa l oe made oy the Contractor for effectiveness or erosion and seaimentation control measures, ana any necessary repairs 31-c. ae performed without ce ay. The General Contractor shall be totally responsible for the care, maintenance, repair and reconstruction of ail devices, controls and eroded areas. Land alteration, which strips or disturbs the existing vegetation, shod be done in a way that r in:mize erosion. The auration of time wnicn an area rern&ns exoosea snai ae Kept to a practical minimum. The area shall be stabilized as auickly as practical. Temporary vegetation or mulching shall be used to protect exposed areas during development. Permanent and final vegetation or structural erosion control devices shall be installed as soon as possible. Burlap and pea gravel shall be used over all catch basins per detail. Final seeding and sodding shall be done as indicated on the landscape plan sheet. indicated on the grading and of erosion control /sediment the local 'required methods. All mud and dirt tracked or spilled on site paved areas, or on existing public or private roads, streets or drives must be removed quickly and prornptiy. mmeciateiy after seeaing, m'uicn ail seeded areas with unweathered straw spreaa uniformly a the rate of two tons per acre or 100 pounds per 1 ,000 square feet. This mulch should be ancnorec with a disc -type anchoring tool anc /or aspnalt emulsion tacKifier. if allowed. a wood cefluose fiber mulch (Hydromulch) and approved tackifier may be used in lieu of straw mulch. A metnoas to be approved by the Local or City requirements. Provide Pavement under drain der structure cs indicated on plan. Instal' 10 I.f. (minimum length or as indicated on plans) of 4" diameter perforated plastic pipe per structure unless indicated and noted otherwise. Slope pipe ana trench at same slope as subgrade. Under droll pipes shall be protected from damage during construction before the pavement is instc;'ed. Pipe lengths indicated are for hydraulic design purposes only and the Contractor shall be responsible for actual lengths required to complete the installation as shown. CONSTRUCT POND BANKS 0 3:1 SLOPE T.•_ Q� 9 (J 18 1840.851 t�l TC 7C TC M i N X 5)§ STR. CURB INLET EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED SPOT ELEVATION PROPOSED SPOT ELEVATIONS PROPOSED CURB INLET PROPOSED YARD INLET TOP OF CURB FLOW LINE TOP OF WALL (-1 ('Yl •.•r•• RIM ELV. 839.25 INV. SUBDRAIN ELEV. 837.00 INV. ELEV. S. 836..50 SEE DETAIL fOrnlCl Or' NORTH MERIDIAN STREET Fence Dos (SIct on 45' e,T The -p C f`WCy r 222(9) do ec 97 evc::o-= E4O.7O O ,,fir J 60 LF. 12 "0 RCP 1.00% SLOPE W/ CONC. END SECTION D 7 SEE DETAIL S C� Q -0 4-¢ ;off N, O 1 =30' STR. I L� RIM EL 840.00 INV. ELV. N. 836.60 EXISTG. INV. ELE S. 0 v GRADING AID •7 D D 7 STR. CURB INLET (NEW) "z- RIM ELV. TO MATCH EXISTING 842.00 INV. ELEV. 831.60 REPLACE EXISTING STRUCTURE AND REUSE EXISTING BEHIVE GRATE FOR OVER FLOW SPILLWAY 0 0 Q 0 6176 c9f CS o i A s /0 v v ENNSYLVXNIA STIRt ET 7 a% 7' (NORTH BOUND LANE) r D t C I e e r r v kS s 7 NORTH AINAGH "LAN t cS 6 i7 v o 77 ,i's CSOArchitects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Archkecture Lat Histcric Architecture Landscape Archttecture Interior= OCopyroght 1993 Scope Drawings These drawings incliccrte the general scope V the project m terms of architectural design concept, the dimensions of the building, the major architec- tural element. and the type of structureal mechoni col, eiectncal systems The drawings do not nereseanly indicate or describe all work reouired for full performance apd completion of the require- ments of the Contract On the basis of the general scope indicated or described, the trade contrac- tor sholl fumleh all itams required for the proper execution and completion V the work ReVisione Date LIJ o Drawn By RRO Chocked By GANEY 1=-7 o F.= E3 .‘;‘/‘1 1 1 I I ttttttttttttttt NS:N:1\N: N 5: '71 3:3° STATE OF A.,, Certified ely Sheet No. ot L103 Sheets File No.