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Home My WebLink AboutSite Plan0 O. Sheet No. Description Release I Title Sheet 08-10-04 2 Topographic Survey 08-10-04 3 Demolition Plan 08-10-04 4 Site Plan 08-10-04 5 Landscaping Plan 08-10-04 6 Erosion Control Plan 08-10-04 7 Details 08-10-04 8 Construction Specifications 08-10-04 CARMEL UTILITIES ELECTRIC: Cinergy 1441 South Guilford Carmel, IN 45032 (317)581-3041 dgrovesOciner~y.com lttn: Dean Groves TELEPHONE: Ameritech §8§6 N. College Ave. Indianapolis, IN 46220 317-252-4258 Attn: Greg Commack GAS: Vectren F. neriy Delivery 16000 Allisonville Road Noblesville, Indiana 46060 317/776-§§26 lttn: Jerry Breek WATER: Carmel Utilities One Civic Square Carmel, IN 46032 317/571-2443 Office John Duffy iduffy~ci.earmel.in.us SANITARY Carmel Utilities SEWERS: One Civic Square Carmel, IN 46032 317/571-2443 Office John Duffy iduffvOci.carmel.in.us STORM Department of Engineering SEWERS: 14701 Cumberland Road, Suite 300 CArmel, IN 46060 (317) 776-6330 Office (317) ??8-8322 Kate Weese, P.E. - City Engineer kboyle~ci.carmel..in.u. S CABLE Cable Television TELEVISION: Brighthouse Network/ Comcast Cable 516 East Carmel Dr. Carmel, IN 46032 (317)844-8877 Atta: left Farmer STREETS: Carmel Street Department 211 S.W. ~nd Street Carmel, IN 46032 (317) 571-2637 Office (mT) §71-2650 Dave Klin~e~th d klinmensmlthOci.carmel.in.us _ _ 5/3 Bank Can opy A ddi ion 590 North Meridian $ reet Carm el, In dian a Carmel, Indiana 1" - 2000' Inset of Carmel, IN USGS 7.5' Quadrangle BENCHMARK LAND SERVICES, INC. Lond ~rveying. CMl Engineering. 6eotedmicd Engineering. En~mmmtol Engineering 9855 Crosspoint Bivd~ Suite 110, Indlanopolis, IN 46256 Phme (317) 841-1506 Fax (317) 841-1507 Plans Prepared For: K4 Arcl~'tecture, LLC 700 gest Pete Nose Fay Suite 360 Cincinnati, OH 45~03 ~h. (~) ~-~00~ ~ex (~1~) 455-5oo~ Plans Prepared By: Benchmark Land Services,/nc. 9855 Crosspoint Blvd., Suite 110 Indpls., IN 462,56 Ph. 31 7-841-1506 Fax 31 7-841-1507 Agency Con ta ct Info.' Department o£ Corem unity Services Carmel City HaH One Civic Square Carmel, IN 46032 Ph. (~ ?) ~?~-~4~ ? These documents are subject to periodic revisions by Benchmark Land Services, Inc. The holder ia responsible for verifyt~ that these documents are the most current prior to use. These construction plans and the ideas, designs and concepts contained herein are the Intellectual property of Benchmark Land Services, Inc. They are not to be used or reproduced in whole or in part, without the written consent of Benchmark Land Services, Inc. 2004 Benchmark Land Services Inc. Hamilton County, Indiana Bank Canopy AddiUon 1i§90 North Meridian Street Indianapolis, Indiana August lOth,/~004 Approv~3 B~. D~B ~e~e.h~ark ~a~d $~d~ 1~ M55 Crox~iat My&, Suite 11o ladi~x~poli~ fit ~ Pa. M?-~41-150~ F~x M?-~41-1507 Project · 3-337 [5/3 Bank] Sheet No. · 1 of 8 Tolmgraphl= Note=. The topographic data was gathered using standard radial surveying techniques with on Electronic total station and data collector. Elevations on hard surfaces or structures are accurate to within 0.05 feet, elevations on natural surfaces ore accurate to within 0.1 feet. Contours are plotted based upon interpolation of spot elevations shown hereon and ore accurate to generally within one half the contour interval. This is not a boundary survey. Boundary lines are shown for reference only. Retracement Survey was not contained within the scope of this project. CERTIFIED June 21, 2004 Brian C. Rismiller Registered Land Surveyor Indiana No. L520200083 OI{lllnallaII llenchmrk DeI~riptlon General coordinates: 39'57' N, 86'09' W Sec. 02-17-0.3: A bronze disk on the concrete post projecting 1.5 feet out of the ground dong US-31, 1.4 miles north of 1-465, 0.4 miles south of 116th Street, 100 feet west of centeHine of southbound US-31 ond 2 feet eost of R/W fence at station ;554+00. $1te ~~ Mag nail set in pavement. 25.8 feet south of north edge of pavement, 3.2 feet west of the east edge of pavement, in the northeast corner of the parking lot at 11590 North Meridian Street. SYMBOL LEGEND ------------CATV------"-- ~~R ~ ~=~~ ~ OHE ~ ..... ~ ........ ~~~=~PI~ I01'-- Ia'Iff lit II=~I' ii II~(I = BOUNDARY EXHIBIT - FOR REFERENCE ONLY m GRAPHIC SCALE I inch - 20 IL 11590 N. MERIDIAN STREET % BANK CANOPY ADDITION CARMEL, INDIANA KLUMP & ASSOCIATES ~'NcHt~Ix.~ Benchmark Land Services, /nc. Iodfmnm~, ~ ~ Bm~bur& ~ 46JlZ Phone: 3IZ~I.J~~o~: 317~.15~3 Fax: 3l?.~i.l~ ru: 3iZ858.1~7 ~.Benohmark~.com ay:. BCR MJ$ l)rewn Plotted: Field Work: 06 TOPOGRAPHIC SURVEY VICINITY MAP - NOT TO SCALE Reference project Number: _ 1-19234 project Number:_ 1-19225 SheeL Number : 2of8 ..... , SY1vlBOL LEGEND m CURSINLET ~ SALUTARY MANHOLE ....... ~T~ ~N .... ,, .... ~ ,, ~ ...... ~~ ~ ............ 11590 NORTH MERIDIAN GRAPHIC SCALE / / / / CONST[I~ON APPROX. APPROX. ACTIVITY START DATE COMPI..~-~ DATE ASSUUE START DATE 10,/15,~ SITE EXCAVA*flOH +30 DAYS +60 DAYS UHDERGROUHD UTILITIES +30 DAYS 4-60 DAYS STREET CONSTRUCTION +30 DAYS +60 DAYS FINAL GRADING +60 DAYS +120 DAYS EROSION CONTROL PLAH 4-0 DAYS +120 DAYS IIdPLEIdENTATIOH SCHEDULE FOR EROSION CONTR~ PRAC'~CES kCONSTRUCTION OF TEMPORARY CONSTRUCTION ENTR~CE · SILT FENCE PLACED PRIOR TO ANY SITE EXCAVATION 3. SEDIMENT AND SILT TRAPS AROUND ALL STORM WATER INFLOW POINTS 4. START GRADING $~. TEM~RARY ~F.J) · START PARKING AREA B7. START BUILDING · PERIOOIC CHECKS OF EROSION CONTROL DEVICES .,~O REPAIR AS NEEDED. ii 5/3 Bank Canopy Addition 11590 North Meridian Street Indianapolis, Indiana .,,,_,,,,,,.'" ~ [,~,,.., .... ~",'.. or'"' - .. flemoh'Uon Plan Pit. Sl?-~l-lSO~ Faz 317-8~1-1§07 ~. The eo~tr~ctvr ~h~//eon(o~ to ~ w~tv, m~d ~'edoral codos, obts/n al/permits, give notices required ~*or erocution o! the ~ork. ~ AZ! m`*gefisIa bein~ removed ~nd nog reloe`*tvd u~der the new ineludin~ ~reew, shrube, signs, uti~tiew, utftity structures, etc., shall be fl:st offered to the ow~er'~ representative and, finer `*ceeptvd, shall be preperl.~ disposed ~ b.~ the contrmctvr. 3. The contr`*etvr is responsible for Ioc`*ti~ ell charted and unchmrtvd utilities. Ta~e c~re to protect utilities th`*t are to remain. Repair damon tv local standards ,*nd `*t the oonta'aetvr~m expense. Coordinate ali eonstrucf;z'on ~th the appropr~`*tv uriC't3, The conLrsctor shell verify' the limits demolition with the owner's representative prior tv commencement o! ~rork. 5. In areas where existiz~ pavement, walks, or curbs are go be removed, ~`*w cut to pro~ide clean edEe. Coordinate extent o! pavement demolition with the lim~'t o! new impz'ovementa on the sJtv I&Fout ~. 1'he contractor ahaJl eoox~Linatv pb`*elz~ the demolition with the o~rner's representative, adjacent proper~V l`*ndo~rnere, utilitd, reEu]at$ons `*nd Ieee! authorities, where `*pprvpri`*tv, prior tv be4~ooi~ w*or~. Of the e~fJiz~ uf.i~tiee S/hmli be mlnimi~ed to the extent possible and/n/t.,f`*ted on/jr a.~er `*ppreval b.v utiliO' regul`*tions and local authorities. 7. C4~ties Ie~ by structure removal shall be suitably b`*ckfllied and eomp`*eted in accordance with these pl~a and & The conL*~etvr shall use ~atvr mprin~lin.~ and other suitable methods aa necmar~ tv control duet and dirt c`*used b~ demoIJtion and e~`*~Uon work. 9. The contr`*ctar la reaponMble for all demolition and removal necoseaO, tv `*ceomplish the prepo~ed impro~ementa on those lO. The eontr`*ctvr abalI e~ll the Indiana One Call ~j~em, Eole~ ¥ole~r, or other required utlli~F location companies ~2 hours prior to proceedin~ with a~X II. The Contractor alkali preeer~ and pretoct surrey, control painf~ and shall be rospon,ible for repl`*cement o~ ~ disturbed mattel 12. L~ appropriate, e~s~ trees tv be pre~erved are to be sppreprietvl~, barricaded prior to construction. l~v~ D&t~ l~marim Project · a-aa, [~/a ~~] Sheet No. · 3of8 SYMBOL LEGEND CURB tNt. Er .~ I TAR Y ~L~H~ ~T~ ..... ~~ ~~ ........ ~ ..... ~ ...... ~ ........ ~~ ,,, ~~ , ,~ EXISTING = 535 PROPOSED ADDITIONS = 18 PROPOSED REMOVALS = 33 SPOT ELEVATTIONS INCLUDE ONE OF THE FOLLOWING NOTES. NO NOTE INDICATES A GROUND ELEVATION. FP = FINISHED PAVEMENT TC = TOP OF CURB TW = TOP OF SIDEWALK ME = MATCH EXISTING GRADE SX = SEE SPOT ELEV. TABLE, THIS SHEET i,~o£ ~Ze~o. Yable SPOTFP TC si 855.80 854.50 S2 855.90 854.40 S5 854.10 854.50 S4 854.15 854.65 S5 854.20 854.70 $6 854.35 854.85 S7 854.58 855.08 S8 854.75 855.25 S9 854.00 854.50 S10 854.15 854.63 Sll 854.55 854.85 S12 854,45 854.95! SPECIAL NOTE: Bounder/ shmm hereon is for reference only. It does not conform to standards of · retracement survey set by IactlMm Code. TOTAL AFTER CONSTRUCTION = 518 52' OF 4' INV Dl~=750f J+ BUILDING FLOOR AREA = 155o000 SF .// PARKING RATIO REQUIRED = 1 SPACE/300 SF PARKING RATIO PROPOSED 1 SPACE/299 SF' \ ;oo GRAPHIC SCALE IIneh - aO ft. EXISTING BUILDING 11590 NORTH MERIDIAN / / / / / CANOPY DETAIL 5~3 Bank Canopy Addition -- 11590 NoFth Meridian Street Indianapolis, Indiana August l Ot~, 2,004 Data o! ~ I~ld ~ork: )a~ Plottml: Site PI~ ~55 ~~t ~., ~ 110 1. The contractor ab&H comp/y w/th ~ent pro~on~ of ~e M~u~ of d~lde~t P~n~on ~ Conw~c~ ~ued b~ A~ of ~boc. 2. ~e con~acto~ ~aH be ~sponsible for co~encemen~ o~ work. ~e ~n~ac~c prior to commencement of ~. ~en ne~se~ ~o~ oompIe~on o~ new damage ~ exls~g feat~es (Lc. u~i~'ea, drawee, etc.), w~ch are to no addi~'on~ ~oat to ~e 4. ~e con,actor sh~ make field adjus~en~ as neceesav~ to p~de a ~oo~ ve~l horJzon~] ~ansJ~on between ezisM~ end proposed p~emen ~. 5. ~ site concrete ~11 ~ ~DOT C]a~ A 3500 P$I concrete unless o~e~ae s~ted on plans. ~. ~1 si~ cons~ue~on, m~te~l~, ~nd (Lc. curbs, ~l~s, p~, concrete, s~orm ~ge Ye~t~es, seeding, soddi~, etc.) s~l ~ ~ ~eeo~ee ~ ~ city ~d s~te ~g~s ~d specifie~Hon~. Z Concurs wa~. pa~, and c~bw ~b~ have a m~ b~om f~l~ unle~ specified on ~e ~gecg~ fl. ~e ~n~am~r ~l co~o~ to aH · ppHcable cod~ and ~E~a~ons ~d ~eive ~q~d permi~ nevess~ to cons~c~on. 9. ~e con.actor ~all field ve~fy before o~eri~ m~ted~. ~y ~c~panclea ~1 be ~po~d ~ ~e o~er or ~ representers and ~oIred p~or go ~e co~encement of 10. Road~y ~enw/one ~e ~ face of c~b unl~ o~e~se specified. Recap D.to Rem~FL'~ ?ro~ect, · Sheet No. · 4of8 DECIDUOUS TEE[ DETAJL NOIE: PRUNE SHRUB AS RECOMMENDED BY GRO~ER ONLY AFTER THE I:~ANT HAS ~ WA~ ~ ~ ~ ~N~G ~ NO~: ~ ~ ~S ~ ~ ~ ~LY A SPE~F~D OI~E~R - ~E ~UB ~T TO / ..,. f Founto~ .... I ~ ~ / / ~ {Pe~/set~ecuroides '~1 / bed to be cov'~ with _:,~.~;.~ 3' hardwood shredded mulch .~, bed to be cove'ed hem(wood shredded mulch EXISTING BUILDING 11590 NORTH MERIDIAN % Begonios 15' On Center Bush 2 Cornus atternifolie- Burning Bush 15' On Center Burning Bush 3' herdwood shredded / / Begonias 15" On 2 Comus Begonios 15' On GRdkt~HIC SCALE ( m fEET ) I ·neb = 30 ft. 5/3 Bank Canopy Addition 11590 North Meridian Street Indianapolis, Indiana Approved B~. DSB Drawn !~. Date or Left field Work: iht· Plotted: I. sadaea~pin~ Pisa ~8~ Q~l~o~t Bird., ~t~ 110 .Pa. 317-B41-150~ ~ $17-841-1507 1. & minimum o! 4' of topsoil ahab be placed on areas shorn to be hydroseeded. Use rnitabla lepseil from stock-pried site ~tripplnf. ?Ol~Ofl ali·Ii be tree dele·er·our materials larfer than I', remeve any unsuitable and e~cees topsoil, u determined by soils enflneer, from the site, Furnish any additional topsoil needed iL no addiUonaJ ceeL 2. In case o! discrepancies betveen Lke plan and the plant list, the plan shall dictate. 3. ill trees shall have · 4' diameter rinf co.red wi·hi 2' [o 3' thick LiTer of skredded hardvood mulch. Hulch shall be un·term in texture and color. No utiU[y mulch or processed tree trlmrnln.fs will be alLowe~ All plant·hr bede shall hive · pFe-e~el~eltt herbicide per mantEicturer°I specifications. 4. All plant·nra are to meet er exceed American standardI for nursery stock, 1996 edition, aa Iet forth by American anocliUon nurserymen, ANSI Standards, and the Carmel S~eet Tree Species Recommended LbL §. Plants and all ether mater·ale to be Itored en iite will be placed where they wJU not conflict vith construction and u drilled By owner. for · period o! two ye·re feller·hr final tnq~ctJon By owner. &t the end of ~ period, plant material termed deed or unntisfactory by ovner shall be repliced at no idd~tional charfe by the J&udscape contractor. on the planI. 5. All planUnfi bedI ih·Il hive · spade edfe. planted, or allowed to frov, directly o~er ten feet horizontal distance meam~red from the dr~ line of the plant·ur, to nnit&ry iewer matus, laterals, 10. Ill treet planted on-site are to be taken from the Carmel desirable tree list from the Carmel Department of Community Serflee~ by species not on the list must be pre-approved bX Scott Brewer Urban Forester (571-2417). 11. Landecipe area outside o! shrub mames shall be planted i~ lmrf or ether approved fro~ndeover. Project · ~-~? [~/~ B~t] Sheet No. · 5of8 CONSTrUCT/ON ~QUENCE , , APPROX. APPROX. ACTIVtTY START DATE COMPLETE DATE ASSUME START D~TE 10/15,,/04 SITE EXCAVATION +30 DAYS +60 DAYS UNDERGROUND UTIU'nES +30 DAYS +60 DAYS STREET CONSTRUCTION +30 DAYS +60 DAYS FINAL GRADING +SO DAYS +120 DAYS EROSION CONTROL PLAN +0 DAYS +120 DAYS IMPLEMENTATION , , SCHEDULE FOR EROSION CONTROL PRACTICES CONSTRUCTION OF TEMPORARY CONSTRUCT~GN ENTRANCE SILT FENCE PLACED PRiOR TO ANY SITE EXCAVATION 3. SEDIMEHT AND SILT TRAPS AROUND AU. STORM WATER INFLOW PONTS 4. START ORAD~NG 6.START PARKING AREA START BUILDING PERIOO~ CHECKS OF EROSION CONTROL I:)~-'~ AND REPAI~ AS NEEDED. GRAPHIC SCALE ( m ~"~ ) EXISTING BUILDING 11590 NORTH MERIDIAN 'x x. 5/3 Bank Canopy Addition · 11590 North Meridian Street AuEust lOth, 2004 ~pproved ~ DSB hte or L~t Field Work: hte Plotted: Erosion Control Plan P~. 317-B4~-1§09 Pax 1Votes:. 1.1)o not disturb veEetaf:ion or remove trees except when n~e.a~ary for ~dinE purpo~em. ]'he c'~ntrme~or m~mll in·tall adequate tmee protect, ion memmumem prior to ~ ~rmdin~ mctiv~t~em. :2. Strip topm~! from all cut ~nd fiIl ~reu to · depth o! ~. min. Sto~k~Zle ~nd redi·t~bute over 1~1 graded areas where indicated on the while maintaining eroeion con~rol meaaure~ indicated on the pl~ and required by ~1 ~e~bu~d ~ ~c~d b~ ~e o~er or ~ ~pre~en~U~. be[o~ accep~nce by ~e u~'~ ~lmUon or m~Icip~ au~o~. 8. Tempor~ e~ion and ~ater po~uUon de.cee s~a~ be ~ed prior ~ be~s and ~m~ in place ~d app~p~s~el~ ~ condUce'on ~ complete ~d a~p~ed b] ~e o~er or h~ reprg~n~U~ sad ~ ~la~ ~en~ and m~cJp~ au~o~Ue~. 7. Replacem~t of ~d/or sddiUonaJ e~on coati me~ m~ be ~qu~d ~ det~ by ~e o~er~ p~o~ o[ ~e ~u~ o~ Ac~de~t P~enUon Cons~e~on ~ by ~e AGC of ~efl~a ~d core. ct ~ ~flcIenUy ~und mad ozer ~ p~d mhd b~ ~e~. ~e ~a~ae~r at no md~Uon~ c~t ~ ~e o~ ~od. 10. ~e eon~c~r ~ lea~ ~mded ~as ~1. W~m~ cut or ~ ~1o~ ~h~ ~ ~ ~n~ ~ ~e pl~ or a m~ o~ 3:1. 1~. Co~oa ae~ ~ule ~ ~d ~m ~ ~ ~ b~d ~ ~e ~ ~ted. 13. ~ ~cU~ ope~Uo=e de~ ~ e~ork ~d fo~da~oa~ for b~ o~d b~ qu~ ~o~ ~pIo~ed b~ ~a~c~r ~ d~ated b~ ~e o~er. 1~. P~i~ ~ ~ ~ ~b~ ~ [o~ds~oa ~d pa~t ~a~ must be ~de~ut ~mo~ um~ ~ ~e or mmp-p~p 15. ~ ~ ~ ~ ~A ~dwa~ ~ 16. ~ ~ c~ ~ ~o~ heigh~ ~ ~n~c~, ~ ~o~ epecifled ~ ~o~ (2~ ~ P~ I~) ~h~ be ~o~o~. Rev~l Datm l~marl~ Project ' Sheet No. · 6of8 CONCRgI~ PAYING NOT TO SCALB l ia {/s~ m~ sum,~c~---~ 330 ~/SYD lIMA BINDER -~ ~ , ,", ..... H ~G GRanD ~ ~ANDARD PAVING SECTION NOT TO SCALE JOINT FILLER -X~ ~ 6'--0° BETWEEN ~ CONS~UCT~ON JOINTS 48' BETWEEN EXPANSION JIONTS JOINT FILLER i SIDEWALK 4'-0" MIN. ,/-BROOM FINISH ~' SLOPE 50:1 MAX. V ,~ :~~-.~[~.~ ~.~.~:~.~' ---/ ~-6x6 Wl.4 x wl.4 WOVEN 6" N0.55 AGGREGATE TYPICAL SECTION WIRE FABRIC REQUIRED )/2" ~~ 1/2" PREFORMED JOINT FII~R EXPANSION JOINT SILICONE JOINT SEALANT ,1~" EXPANSION --~ ,1~" PRE SEALANT (ONE PIECE FOR FULL JOINT DEPTH) EXPANSION JOINT TYPICAL SECTION THOUGH JOINT NOT TO SCAL~ OO~q SPOUT I I/-Pvc U.DERDRA,N R,SER Pvc UNOERDRA'7 I ~ ~= R,SER REDUCER MAY BE RE~U,REO To EOT TO DO~ ~OUT ~UNK UNE. A FLEXIBLE RISER ~ CLAMP MAY BE U~D. PER F~T ~ C~NEC~ (AS REQ'D.) ~ BEND (UNDERDRAIN CONNECTION ~Pipe Bedding Detail 6' ~ ~1' RADIUS-TOOLED I I / ROUND EDGE ET'-" : LONGITUDINAL, 3' CONCRETE COVER REQ'D. 6" ]i~UD~J) CONCRFI~ CURB NOT TO SCALE ~-stir Fence Barrier Detalle--~ -Stable Constr~ctJon Entrance Details Temlnm~/CeMImct~ ~/M Pod ~ BIverdm W When) Orude E__~J~-__ ~ C-~3de > 2~ ~-Permanent Seed/ng Deta//s (~ 'this tame pro,des ~evefal seeding opUonl. Add~tlonea seed ~pe~les on~ mixtures are ava#aMc oo~merclally. Sen lelectlng a mixture, coflllder lite c~dltionl, tnctud~ng ida properflel (e.g., 1oll pH and drain age), Mope aapect o~d the tm~rmce of each ~eclel to ahmJe md 2. Ke,~ Bluegnm 20 Ib~ 5.5 a~ 7.5 + wfloe~ or lxm',eA~ tOM. +~ I5~ +~ I0~ z ~ F~ ~ ~ ~ ~ f6 te 7,0 I T~ F~~ ~ ~ ~ ~. f6 te 7,O +~ !0~. 4. ~ ~ ~ ~ ~. f6 ~ 7.0 f ~ ~ 10 to 12 ~. f6 fo 7.0 I, ~ 2, ~1 ~ 45 ~ ~ ~.f6 to zo + ~ ~ ~ ~0 ~. I T~ F~ue (~-~)~ 1~ to I~ ~, t6 to 7.5 t. ~'~ ~ ~ t~ te t~ ~. ~ t~ 7.0 + ~o~y 4 I TM +~ ~ ~ c~ 4. TM F~ ~ l~ ~ I~ ~ f5 f0 Z5 +~~ 15~ ~~ ~ ~ 3/4 b~/~ ~-m ~ ~ ~ ~/~ MAINTENANCE bo~.) 3.) ~ ~..v~.~-~. bore. or qx~e m by flmn9 cmy 9u~rm~ ~f~ ~- ~ ~, a~ ~. 4.) ff ~ ~ ~ ~. ~ ~ ~ ~~ ~ f~. ~ ~ ~ ~ STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A ~ · l/Ill ////·--·/I / P SEEDING I e ' I 01111 iiIC0 ~ I TEMPORARY D ~, SEEDING Y~ 3" Topsoil (min.) Ground -/ "-- Backfill 1. Expansion joint~ are required at storm inlets. 2. ControcUon Joints should be installed at 10' spocings. ,3. Spacing shall be 5' on curve rodii. 4. ControcUon joints shall be tooled ar sawn in continueusly peured curbs ~ a depth of )~' min. 5. Concrete and placement shall be ns specified in the specifications. NOT TO SCALg MULCHING A=KENTUCKY BLUEGRASS 40~ TURF TYPE TALL FESCUE 40~, ANNUAL RYE:GRASS 20~; PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SO.FT, B -- SPRING OATS 3 BUSHEL PER ACRE C = WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYEGRASS (1 IR. PER 1000 SC). FT.) E ,- STRAW MULCH (90 LBS. PER 1000 5Q. FT.) ·/I /· IRRIGATION NEEDED DURING dUNE. dULY, AND / OR SEPTEMBER. · · IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLY1NG SOD NOTE: ALL SEEDING SHALL HAVE 12-12-12 FERTIMZER APPUED 400-600 IRS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE 5/3 Bank Cnnow Addition 11590 North Meridla~ Street Indianapolis, Indiana , , , ~:/ ~o , hr· of ~ Fteld Work= hte Plotted: Details ........... 9855 Crowepoi~t Note~: Project · a-aa, Sheet No. · ?of§ EARTHWORK SCOPE OF WORE ~.Extent: The work requh-ed under this section consists of nH excavating, riling, rough grading, and related items neeemmry to complete the work indicated on the drawin~ and described in the spoctficationL 1.In general, the item or work to be performed ulMer tab sectio~ ~ include: clearing and ~rubMnf, remov~t of trees and atuml~ (where required). protection or trees to remain, stripping and storage of topsoil, fill compaction. and rough grading of entire site as indicated on the draw·nsf. 2.Excavated material that is suitable may be used for f'dle. All unsuitable material and all ~urplum excavated mterlal not required whale be removed from the site and appropriately placed. The location of dump and health of haul shall be the Contractor's responsibility. 3.Provide and place any additional fill material from off the sits as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality sds specified for fills herein and the source approved by the Owner. 4.The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B.Work not included: The fog·owing items of related work are specified and included in other sections of these specifications. 1. Excavation, grading and backfilling for utility lines. 2. Storm drainage systems. 3. Sanitary sewer ryutems. 4. Water supply systems. 5. Streets and paving. B~CllMARKS Carefully maintain all bench marks, monuments, and other reference points. If disturbed or destroyed replace as directed by engineer. REMOVAL OF TREES A.Remove all trees and stumps from areas ~o be occupied by road and surfaced areas. Removal of trees outside these areas shah only be done am noted on draw·nEw or approved by the Ovmer. B.All brush, ·tumid, wood, and other refuse from the trees shall be re~ from site or burned with proper p~ (where applicable). 4. PROTECTION OF TI~ Generol Protection: The Contractor shag· be responsible for the protection of tope, true, and roots of existing trees on the project site that are to remain. Existing trees subject to conwtruction damage shall be boxed, fenced or otherwise protected before any work is started. Do not stockpile within branch spread. Remove in·offering branches without injury to trunks and cover soars with tree paint 5. STRIPPING OF TOPSOIL Remove topsoil to a depth of 6 inches (or more if required) from the areas to be occupied by roads walb, buildings, and parking areas. Pre and store topsoil at a location where it will not interfere with construction operations. Top soil shall be reasonably free from subsoil, debris and stones. tS.DISPOSFrlON OF ~ A.Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B.it shall be the responsibility of each contractor to verify all existing utilities and conditions pertsfnl~ to his phase of the work. It shall also be the contractors responsibility to eon·act the mere or the various utilities before work is started The contractor shall notify in writing the owner or the engineer of any chan4es, errors, or shales·oas found on ·hess plans or in the field before work is started or resumes. C. Where active utilities are encountered but not shown on the drawings, the Ragtneer shall be advised before work is continued, D.Inactive and abandoned utilities encountored in ezeavatinf and fred·nE operations shall be reported to the ~nftneer. They shall be removed, plugged or cupped as directed by the Ina·near. 7. SITE GRADING Grab: Do all cutting, filling, compacting of fills and rough grading required to bring entire pro~t ore~ to sul~rade zz shown on the draw·nfs. Undoreut open oreas 4 inches for topsoil B. Rough fradl~, the tolerance for laved shall not ez~d 0.10 feet above established subfrmie. All other mu shall not exceed 0.10 feet plus or ndnus the established grade. Provide round~ at top and bottom of banks and other breaks in grade. All open ares shall be graded a minimum of 0.SX and s maximum of 3:1 slope. On fill slopes steeper than 4:1, step or break-up sloped surfaces so that fill will bond with existing surface. Max~num lift height shall not exceed 12 inches. C. Subfrade shall be proof rolled with suitable equipment, and all sponf.y and otherwise unsuitable material shall be removed and replaced with suitable material. D. Subgrade rot streets and paved areas shall be compacted to 100~ or standard proctor in the upper g" or depth. Depth~ of embankment below the upper 6" shall be compacted to 0~X or standard proctor. See PAVING ~ection also. F. All rill material shall be formed from soil tree of deleterious material. If so required, prior to placement of fill, a sample of the propesed mtertal shall be submitted to the soils engineer far approval. The fill material shall be placed in layers not to exceed 8 inches in loose thickness and shall be spread and compacted at the proper moisture content. G. All fill material in areas outside of building and pavement areas shall be compacted lightly with each lift and protected from erosion. Areas of building cans·rue·ion shall have suitable fill material placed and compacted in accordance with the Softs Elf·leaF's report or minhnum 05 · standard proctor. B. C. 3. APPIJCATION A~ the the shall SANITARY SEWER SYSTEMS OF WOR~ work under this section includes aH sanitary manholes, catch basins, eleanouts, and including excavating and backfilling to the work shown on the draw·ap, outside the building walls. The ends or be tifhtiy plugged or capped at the adjacent to buildings, pending the of lines to the building dF·la as specified the ,bins speeifieations and arekiteetural gravity plastic sewer pipe and fittings to ASTM 03034, SDR-35. The cch classification for P.V.C. Truss shall be 12454-B or 12454-C. er pi l~; and fittings shall ~ to D2flS0 or latest revision. If truss joints shall be gasket t~pe. P.V.C. and P.V.C. Truss pipe be t~pe flexible Codes: The intent section of that the bid on covered herein shall upon the the work and necesssry to to existing Stnndards" as of design and Dept. of get sewers. B. Local used herein construe·ion Capital A~et C. condition all drain~ Repair to the existing damage. D.Worlunanship: To to all local, state and national codes and approved by all local and state qenctes Jurisdiction. g.Trenching: lay all trenches, except when ' fives written permission for trench gufflcienLly ahead of pipe-layin~ The inside pipe dialneter plus inches above the pipe. Sheet necessary to structures. All trenohinf to ( Safety and Health Keep trenches construction is in progress, lay pipe or Conduct the trench to drains or natural channels. F.Special Whenever in of the the soft at pipe grade is for mlpporting and specified in this such in addition to or shall be provided as the may the contract will be For a depth of at least 12 the top or the pipe, boeld'dl tree from large stones, rock or sod. Compact this ufkly, not to disturb the pipe. trench depth, backfill with mLarJ~l eon·minings ~Lones or not 4 inches. Backfill under areas, driveways and streets shall material only - thoroufMy by approved methods. Trenches parallel to 10 feet of peyod roadway~ shall &bo constructed with compacted granular in operating sewers and other installation. of the owner any Infiltration: Furnish neeesoary equllnnent to sewers for infiltration- Infiltration rates exceed the Local Stendarda. All lines upon completion will be required to pressure air test. unlessby sever utility. Said test shall be NCPI Standard Method and be by an inspector authorized by sower Infiltration under the test 100 gallons per inch of inside of pipe per mile of sewer in 24 of all appurtenances soo·ion such as manholes, connections, etc. L FlushingFlush all except buildingwith water tofree flow through Remove all and trash from of work J- sewer pipe shall be with ASTM 02321 per shall exceed a J~Storln Water footing drains connected to the temporary L Waterline sanitary placed above inches vertical constructed of side of the Utilities: It roof drain~, water drains may be sewer systems, including during construction. water lines and water lines cannot be of 11 must be grade ductile iron pipe 10 feet either ut. fl:lUes and of the work. It shallthe contractor's owners of theutilities before The notify in owners or theany ch&n4es, omissions found on in the work is started or from dong the dllnensione of each ·el·ice downstream manhole sewer main. The locations of service lines along with any ~hanges are to be incorporated on the construction drawings and 'Record print] subnfltted to the sewer as goon after completion of construction ss possible. PAVING 1. SCOPE OF WORK The work required under this section includes ill exterior concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in Lhe specfficaUons including but not limited to: -All drives, parking areas in contract -Curbs and gutters -Sidewalks and concrete slabs, exterior steps 2. MATERIALS A.Concrete: Concrete shall be ready-nflxed and shall be a stix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 8 bsgs per cubic yard of concrete and maximum water content shall be 5.5 U.S. lallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a m~x~uln of 4 inches ~nd a minJrnttrri of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches or more than 3 inches. Standard test ASTM C-143 shall be used to meawure simp. Mia·mUll compressive strength of concrete at 28 days shall be 3500 psi. All exterior concrete shall have mir entrainment of 5~ to 8~ by volulne per ASTM C-280. Re·capering of delivered eonereto will not be allowed. Concrete shall be composed of: 1.Portland cement: eonforlnlnf to AnTEd C- 150, Type IA or type lli 2.Aggregates: conforming to ASTM C-33. 3.Water: Shall be clear and free from injurious mounts of oils, acids, alkalids, organic materials or other deleterious nub·tastes. B.Welded Steel Wire Fabric: Where required for concrete reinforcement, shall conform to ASTM A185. C.Premoulded Joint Filler: Shall be non-extruding type mae·tnI ASTM D-544, except that premoulded Joint filler md in concrete walk construction my be either non-extruding or rewLilent. D.Bituminous Pavement Materials: All materials proposed for the construction of bitmninous pavement] shall comply with Sections 400 and 900 of the Indiana Department of Transportation Specifications. E.Compacted Aggregate Sub-base: Shall be crushed stone or gravel; Crushed gravel shall be a minJlnum of 3~% crushed material. Fines shall be limited to a Inaxflnum of 8~ of the total. Material shall be free from an excess of fiat. clonEs·od, thinly laminated, soft or disintegrated pieces, and shall be free from frqmente coatod with dirt. Compaetsd aggregate shall be graded as follow or per latest revisions: ~G PAHSlNG 1" - 1/2' 100 1' 50-100 3" - 4" 1/2" 50-50 ~200 5-10 3.APPLICATION A. Grading: Do any noce~ary fred·nE in addition to that performed in accordance with Earthwork 8es·Ion to bring sabEr&des, after final compaction, to the required grades and zzctions for site improvement. Ih Preparation or Subfrade: Remove ~penfy and otherwise unsuitable material and replace with stable material No trnffie will be alloyed on prepared subgrade prior to paving. C. Compaction of ~ubgrade: The first 8 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions or AASHTO T-90, Water shall be prevented from .tandtnf on the compacted subgrade. D. Utility Structures: Check for correct elevation of all manhole covers, inlets, valve boxes and similar strueture~ located within areas to be paved and mark, or have made any necessary adjustments in such structures. E. Placing Concrete: 1. Subgrade: Pines concrete only on a moist. compacted subgrade of base free from loose material. Place no concrete on a muddy or frozen subgrade. For~ng: An forms sh.U be rroe from warp, tight enough to prevent leakqe, and substantial enough to maintain their shape and position without springing or settling when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Pissing Concrete: Concrete shall be deposited so as to require as little handling as practicable. When concrete fe to be placed at an atmospheric temperature of degrees F** or less, paragraph 702.11 of the Indiana Deportment or Transportation Specifications, latest revision shall be followed. F.Concrete Curb and Gutter: 1. Expansion Joints: Shall be 1/2 inch thick premoulded at ends or all returns and a n~xtmum spactug of 100 reeC 2. Contraction Joints: Unless otherwise provided, contraction joints shah be Joints spaced 10 feet on center. 3. Finish: Tamp and sereed concrete ss soon as placed, and rill any honeycombed places. Finish square corners to 1/2 inch radius and other corners to radii show~l in plans. G. Concrete Walks and Exterior Steps 1. Slopes: ProFlde ~ inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide propeF drainage. 2. Dimensions: Walks and steps shah be one- course construction and have widths and details shown on the drawings. 3. Finish: Sereed concrete and trowel with a steel trowel to a hard dense surface after surface water hmm disappeared. Apply medium broom finish and scribe control joints at 6 foot spacing. Provide 1/2 inch expansion Joints where sidewalks intersect ud at I mA~ulu spacing of 48 feet between expansion joints. H.Curing Concrete: Except as otherwise specified, cure all concrete by one of the methods described in Section 501.28 of the Indiana Department of Tranepertation Specifications, latest revision. I. Bituminous Pavement: Hot asphalt concrete pavement shall be as specified in Section 402 of the Indiana Deportment of Transportation Spocifleations, latest revisions. Paving will not be permitted during unfavorsble weather or when the temperature is 40 degrees F. and lolling. J.Compacted Aggregate Sub-base: The thickness shown on the drowinp is the minimum thickness or the fully compacted sub-base: Compoetton shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to OSX cempoction usiug Standard ?es·ins Procedures. Along curb, headers and walls and at all places not arcessiMe to the roller, the afrrefate material shall be tamped with mechanical tampers or with spproved tampers. 1. ~pE o,,oRE 3~. work required under this section includ~all ce]~water distribution lines, valves meter hyd]~ta, and related Items including and b]~kflllinf necessary to complete tinwork shown ~ the drawtnfu. The end of service l~s shall be tightly pluffed~ capped at _reich lines o]~the building piping f~specifted in the plmnbinf~L~eciflcations and~chitectural A. Polyp..yl_ _chi_ o~ (FVC)~sVC pip .... aerials, ..~d~U~ .~u ~orm to the rs~ .... ta of the Indiana Plu~i~f Rules (675 IAC 5) &nd, where applieable~ 'Recommended Standards for Water Wor~p~lished by the Great Lnkes- _~_, -,--.~1 ~Soord of state hhlie Health and ~vironme~al Monagere. PYC pipe n]~Lt hare theOrY SanJtatioB~Found~tion) sellJor petable water and _S~.._~eu~.M fltth? .are not.ap·able. Pipe _ .~u~mee~ or exceed AWWA, C--g~0, DR18. B.I)ucti~Iron ~1~ Ductile iron pipe~hall meet s. _ oints. / Fire Hydrant]: Shall comply with ASWA Specification C-502 and shall meet local standards and requirements, particularly os nozzle diameters and threads, direction or opening, and dimensions or operating and nuts. Fire Hydrants shall have one tvs hose nozrb, a valve ope·lng not Im inches, and a 6 inch inlet cennoction. of the hydrant barrel shall be specified depth of cover over the pipe. All valves and stops shill have ends adaptors shall be provided far Valves shall meet local in absence of such standards, the Valves in cast iron pipe shall be bronze mounted, disc eonforn~ing to AWWA Spec·fica·in They shell open in the some those used in the local Valve stems shall terlnJnato in wrench nuts. Furnish two (2) in copper pipe shall be brass body, round-way, with T heads. Furnish two (2) Shall meet local of sueh, shall comply as system. or in the following iron body valves, boxes be standard east iron, shaft boxes, a n~inimum dialneter of 5-1/4 body valves standard east boxes, having adiameter -1/2 inches andfid held in place by brass or bronze The castings shall be with two coal-tar pitch Furnish two (~ keys for bolt in 0. PIuUe Pipe: SDR 21 D-2241- seal joints OF PLk~TIC 3.APPLICATION: A. Permits and the the drawings and shall comply regulations. bonds to get B. Existing condition all pipe system C. Trenching: Idy all when local tunneling. least 10 feet In locations where water lines are on a solid 8half at the sewer. D. Width of Trench: each side of the pipe. E. Sheeting and necessary to prote~ structures. All Occupational Standards. F. Water Removal: while no standing dewaterinf G. Orsdinf Trench the pipe The full The trench inches or crushed pipe inches earth roots or thoroufldy Backfill streets by approved parallel within 10 feet shall constructed with of this secUon of bid on be based upon the but thst the work codes and furnish all necessary and connections. in operating and sewers and other trenches, except per~nission for trench for the water at from any sanitary sewer. trenches for sewer and lay the water pipe 18 inches above the top of trenches 12 inches proper installation of brace trenches as and adjacent shall comply with the Health Administration free from water is in progress. Under appurtenances in discharge from trench drainqe chnnneis. bottom quadrant of uniformly supported. barrel of the pipe. to a depth of 4 with sand, to bring it back to of at least 12 ape backfill with from large stones, backfill the pipe. driveways and and tamp Trenches paved roadways H. Tests: e Joints are covered, piping with opening hydrants to expelTest the piping for as required by Inspect all for leakage old edy any leaks. Upon of the flush out the system the water Af soon al thebeen out. it shall be sterilized accordance with roquirements of the I. dis··nee of 10 feet be between the water line the line, the sewer must eons·rue·ed works grade due·fie iron with 10' side the line. It shall be the responsibility ( to verify all existing Port&in·nE to his plmso work. It be the eontr~etor*s owners of the various beroro is started. The ce·tree·or shell the owners or the engineer or ~ ehnnfes, or omissions found on these or in the work is started or resumed. Water Line eons·ruction: dimension of each water stub from nearest fire hydrant measured main, The locations of hydrants and along with any other construction to be incorporated on the original drawings and ~cord Drawing~ submitted to the water utility as completion of construction as possible. 5/3 Bank Canopy AddiUon · 11590 North Meridian Street Indianapolis. Indiana August lOt~, 2004 or Lss~ Field Work: Plotted: Con~t.~uetioa 81~eoifi~a tions · ~ener~ ProW~on~ · encAmsr~ Lad ~c~ .he. Project · ~-~7 [5/~ n~] Sheet No. · §of§