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Home My WebLink AboutCorrespondence e e l- ENGINEER'S ESTIMATE NORTH HAVEN CARMEL, IN ITEM: SANITARY DATE: JOB NO.: 10/23/2001 20277 DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 8" PVC Pipe 2,650 LF $13.53 $35,855 Manholes 11 EA $1,800.00 $19,800 Granular Backfill 1,980 TONS $14.00 $27,720 ,- i Wyes 8 EA $50.00 $400 TOTAL SANITARY $83,775 e ENGINEER1S ESTIMATE e NORTH HAVEN CARMEL, IN ITEM: SUMMARY DA TE: JOB NO.: 3/22/01 20277 DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL Sanitary Sewer $88,463.00 Asphalt Path $17,345.00 Gray Road Improvements $110,751.00 GRAND TOTAL $216,559.00 e ENGINEER'S ESTIMATE e NORTH HAVEN CARMEL, IN ITEM: SANITARY DA TE: JOB NO.: 3/22/01 20277 DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 6" pve Pipe 8" pve Pipe 2,828 LF $13.53 $38,263.00 10" pve Pipe 12" pve Pipe 15" pve Pipe 18" pve Pipe Manholes 11 EA $1,800.00 $19,800.00 Granular Backfill 2,100 TONS $14.00 $29,400.00 Wyes 20 EA $50.00 $1,000.00 TOTAL SANITARY $88,463.00 e ENGINEER'S ESTIMATE e NORTH HAVEN CARMEL, IN ITEM: ASPHALT PATH DATE: JOB NO.: 3/22/01 20277 DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 10' Asphalt Path 1,188 SY $14.60 $17,344.80 TOTAL ASPHAL T PATH $17,344.80 e ENGINEER'S ESTIMATE - NORTH HAVEN CARMEL, IN ITEM: GRAY ROAD IMPROVEMENTS DA TE: JOB NO.: 3/22/01 20277 DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL Topsoil Removal 360 CY $1.75 $630.00 Excavation (eut) 440 Cy $3.05 $1,342.00 Embankment (Fill) 440 Cy $3.05 $1,342.00 Bitum. Surface eourse 3,440 SY $2.50 $8,600.00 Bitum. Binder eourse 1,416 SY $11.35 $16,071.60 Agg. Base eourse 1,416 SY $12.13 $17,176.08 Stone Shoulder 333 SY $5.40 $1,798.20 eoncrete Curb & Gutter 94 LF $10.00 $940.00 eoncrete Curb Turnout 2 EA $200.00 $400.00 Handicap Ramp 2 EA $245.00 $490.00 Connection to Water Main 1 EA $2,000.00 $2,000.00 12" Rep Storm Sewer 81 LF $21.00 $1,701.00 End Section 2 EA $580.00 $1,160.00 eon crete Paved Side Ditch 1,625 LF $32.00 $52,000.00 Seeding 6,000 SY $0.85 $5,100.00 TOTAL GRAY ROAD IMPROVEMENTS $110,750.88 e e CONSTRUCTION COST OPINION Project Name North Haven - Carmel Public Improvements Prepared By Greg Snelling Date 26-Jan-01 Unit Item Quantity Unit Price Cost 8" PVC Sanitary Sewer @ 4'-6' Depth 1914 LF $12.40 $23,734 8" PVC Sanitary Sewer @ 6'-8' Depth 550 LF $14.40 $7,920 8" PVC Sanitary Sewer @ 8'-10' Depth 123 LF $16.40 $2,017 8" PVC Sanitary Sewer @ 10'-12' Depth 160 LF $18.40 $2,944 8" PVC Sanitary Sewer @ 12'-14' Depth 81 LF $20.40 $1,652 Sanitary Sewer Manholes 11 EA $1,800.00 $19,800 8" x 6" Sanitary Sewer Wyes 20 EA $50.00 $1 ,000 Granular Backfill 2100 Tons $14.00 $29,400 10' Wide Asphalt Path 1188 SY $14.60 $17,345 Topsoil Removal 360 CY $1.75 $630 Excavation (Cut) 440 CY $3.05 $1,342 Embankment (Fill) 440 CY $3.05 $1,342 Bituminous Surface Course 3440 SY $2.50 $8,600 Bituminous Binder Course 1416 SY $11.35 $16,072 Aggregate Base Course 1416 SY $12.13 $17,176 Stone Shoulder 333 SY $5.40 $1,798 Concrete Curb and Gutter 94 LF $10.00 $940 Concrete Curb Turnout 2 EA $200.00 $400 Handicap Ramp 2 EA $245.00 $490 Connection to Water Main 1 EA $2,000.00 $2,000 12" RCP Storm Sewer 81 LF $21.00 $1 ,701 End Section 2 EA $580.00 $1 ,160 Concrete Paved Side Ditch 1625 LF $32.00 $52,000 Seeding 6000 SY $0.85 $5, 1 00 TOTAL $216,563 SAY $220,000 ~$~\\\:\\~~ \ ~ ~! i ~ i :ig~;~:.:~,(,:::. #' ~ ~:~....~.:..~;,~.l",~'/ ":~<.:,. ~~ ~\::i.....~ G \ S T E li.~:..~ i..' / "~::. t ~.,.. ~v 1:(; "'<~}/:;, ::: I 1\ , 0 ~ ~ ~. ....: Hu ~ ~,:;~ E * i 1 ., , ~ ../1.., ~; ~ : 9 at) n (141.....{ : },-l r.,'l S ': " \) ~J '- . : i".,~ %--0\ STATE OF ./Q~Af \ ~\.. ./>S:,><&',i;/ ~ ~L'o... I A 'D I ~. ,,} ~ ..... '-, 4', ..~.."' ,,'i~':.' ~ (.....() ..'V ,,\"'.. 00 ".,"'~".. fr~ U~(\I"".'.."'..'.:::"':~\.::},' ..*:....~. ~/~ U ~!y A{i 'C\':1.1.' ::~.. ~~~I\\\\\W Of, 2C,/O I . e e ,I .:f; Jl]::~~: 'C;'~'>~::;:~;..::-,., dl~~ .9-._~.~.~~'<~, City of Carmel DEPARTMENT OF ENGINEERING Decenlber 4, 2000 Mr. Robert Doster, P.E. CSOArchitects Engineers & Interiors 9100 ,Keystone Crossing, Suite 200 ' Indianapolis, IN 46240 [{E: 9~()O North Gra)'Road (Nol1h I-Ial'cn)/Projcct 'l{cl'ic"~ #2 ,Dear Mr. ,Doster: I apologize for the delay in responding to your letter of October) () in regard to our initial revic\vand COllllnents. We offer the follo\ving additional COlllJl1Cnts based upon the revised clnl\vings subJnitlcd for this project: RECEIVED DEe - 5 2000 CSQ /~ ~.~ ~~~ ~~~ I. Has the annexat.ion procedure beefl initiated? Just a rClnindcr that all of the Gray Road right-or-,vay HUlst be included in the annexation Clnd the legal description. 2. Our relllaining InajaI' issue \vith this developrncnt concerns Gra)' Road drainage. It :Ippcars the site ,viII translllit considerable drainage to the .East Side of Gray ,RO<lcf \vherc there is Ininilll<ll slope availablc. We believe achieving a O. I ex) slope is nearly ill1POssiblc. Is there an outlet south of the site to accoHnnodalc the ditch flo\v? Our suggestion \vottld be to increase the ditch slope and/or install (HI underdrain or paved side ditcho A suitable:- positive flo\\-' outlet Hlllst be provided, even if off-site \vark is req ui red. 3. Why is thc passing blister not centered on the cntrance?ls it because of concern over left turn stacking? Can you providc inforlnation andlor dilncnsions for this? 4. Indicat.e the right-of-\vay \ViOl dinlcnsions on thcEast Side of Gray Road. 'I~EMAINING REQIJI'REMENTS A. Board of Public Worlis and Safety ApJlI.ovals: . Sanitary Se\vcr Availability Approval. . COllllllcrcial Curb Cut Approval (including constructiorl entrances). . Dedication of .Right of Way and Acceptance. . Any iJnprOVClllcnts installed \vilh dedicated right or \vay. .1 ('1111 enclosi ng a schedule of Board of Publ ic \tV orks a nel Sa ref y Incct ing dates and agcncl.(l clCcld Ii IlCS for your lIse. Any subnlission to the Board requires prior final approval b.y the C~(}nncl Plan COllllnission Hndlor 'Board of Zoning Appeals. rl//lvritlen' requests to be !J/aced on the floord',,' agenda 111usf include the ,late (or date~\)' ojOlljJjJrol'lIl 11.1-' the />/11,., ('0l1l111;SS;0I1 (Jnd/or JlZI~'. B. Sanitar)' Sc,,:cr Av,iilability (ac..cagc) and Con'1(o~cti()n Fees: . Availability (Acreage) Fees arc based upon tOla! ~lCrC(}gc (Iega} description) (ill $I.]()).()() pcr acre. Based upon your letter of October 16th. this clc\'clopnlcnt including the Gr;IY Road right-or-\vay~ contains 42.94 acres. 'rhus. 42.tJ4 acres t/i:: $ L.165.00 per acre cqu~'lls $58, () 13.00 Sanitary Sc\\:cr l\\'ailabiljry Fe'c. Infrastructure irnpro\-"clnc.llt conslruction C:'Ulll0t starf until appropriate availability fees have been paid and an rcquirclncnls h:n.c heen s;)(islicd. . Conncction Fees arc based upon the average user factor table frolll section <)..200 of our lJliJily ()rdinancc. Based upon your sublnissions. lhe follo\ving arc prelilninary ('onnccrioll Fcc cajculat.ions (??~ $795.00 per EDU: ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571..2441 Date: Place: 9:00 a.m. 9:30 a.m. 10:00 a.m. 10:30 a.m. 11:00 a.m. 11:30 p.m. e . CARMEL/CLA Y TECHNICAL ADVISORY COMMITTEE AGENDA I!~) ~ ~~;:7 I/~ December 20, 2000 r#f,~;~~~) ~ Department of Community Services Conference Room - 3rd Fio~;r <:) Carmel City Hall Hazel Dell Corner, Lot 1 - Osco Drug (180-00 SP; 181-00 ADLS; SU-198- 00; V-199-00 through V-20S-00) The site is located at 5790 East 131st Street. The site is zoned B-3/business. Filed by J. Murray Clark of Clark Quinn Moses & Clark for American Partners. Mayflower Park, Block 1, Lots 4-6 (197-00 SP) The site is located in the 9800 block of Mayflower Drive. The site is zoned 1- 1/industrial. Filed by Jamie Browning of Browning Investments. t ~ North Haven Development Plans (1~) ~ ~ ~ ,- The site is located northwest of Eas~96iliS;reet and Gray Road. The site is zoned S-1/residence. Filed by James J. Nelson of Nelson & Frankenberger for C. P. Morgan. St. Mark's United Methodist Church (Special Use) The site is located at 4780 East 126th Street. The site is zoned R-1/residence. Filed by Paula A. Wright of The Partenheimer Group for St. Mark's United Methodist Church. Stoughton R.E. Partners (Use Variance) The site is located at 1917 East 116th Street. The site is zoned R-1/residence. Filed by Thom~s H. Stoughton of Stoughton R.E. Partners. Carmel Christian Church (Special Use) The site is located at 463 East Main Street. The site is zoned R-2/residence. Filed by James J. Nelson of Nelson & Frankenberger for Carmel Christian Church. 12:00 noon - 1:00 p.m. l-hour Lunch Break 1:00 p.m. Martin Marietta Materials (Special Use; Developmental Standards Variance) The site is located at the northeast corner of East 106th Street and Gray Road. The site is zoned S-1/residence. Filed by Thomas H. Engle for Martin Marietta Materials, Inc. E::Pi~d~\:~rn F~ipeline Co.. ~~~a?~ r~c. c()rnpany r=acilities inv213d in tt~rOje.l'? -:-fCS'O{) ....;~Jid2."._.__. D t s(c;;':fJ ' · R.e Ii t I ;j V{G DIG IJlc vi c- I tJ(e~ /Jf pre