Loading...
HomeMy WebLinkAboutTuscany Development letterTUSCANY DEVELOPMENT, INc P.O. Bois 344, Meridian, ID 83680 (208) 888-9946 (208) 888-9447 FAX August 15, 2003 Brad Watson, P.E. Meridian City Engineer 660 E. Watertower bane, Suite 200 Meridian, ID 83642 .RECEIVE auc ~ 5 Zoos CITY OF MERIDIgN CITY CLERK OFFICE Re: Tuscany Village Sewer Issues Dear Brad, s. As you aze awaze, the preliminary plat for Tuscany Village was approved by Planning Commission last week. As a condition of approval, we are to meet with the area neighbors to discuss the controversy over our proposed realignment of the 27" trunk line through our property prior to our City Council meeting on September 9a', 2003. Prior to meeting with the area residents, we are forwarding additional supporting information for you review and information. We would appreciate Meridian's support for our superior alignment that will save money for Tuscany Development, the City of Meridian, and future sewer connectors in this area. At the same time, development will finance and pay a proportionate share for sewer infrastructure. Exhibit `A' indicates the sewer infrastructure installed by Tuscany Development to date. We have installed over 20,000 feet of 8"-2T' sewer main to service our development and upstream properties on our project boundaries on Locust Grove, Eagle, and Victory Road. Exhibit `B' indicates the completion of ow 27" sewer infrastructure as proposed and submitted. We understand that if City Council decides to approve Tuscany Village on September 9, 2003, we will be able to construct in accordance with preliminary plat and submitted sewer plans immediately. To stay ahead of home construction, this work needs to commence in September and will require approximately 2 weeks to complete. Exhibit `C' indicates the proposed completion of Tuscany Village and Messina Hills #2 next spring which will extend sewer service to the property lines of additional properties in the service area. )n accordance with standard development practice, adjacent properties may connect with the existing right-of--way or a negotiated easement. Alternatively, they may wait for sewer to be extended by adjacent properties. Exhibit `D' indicates the service azea and property impacted by the Master Plan route in Victory and Locust Grove Road. Since a majority of the KuntzJDeChambeau property maybe served through Tuscany Lakes, the service area is approximately 92 acres with the majority of parcels under 10 acres. The Tuscany Development properties including Tuscany Village total approximately 5901ots on 220 acres. Exhibit `E' is an excerpt from a Sewer Master Plan Report by iiJB Engineers, Inc indicating half-full service capacities for various sewer pipe sizes at an assumed development density of 3.5 per acre. Even if the impacted service area of 92 acres developed at a greater density, a 10" line appears to be more than adequate. In addition, a 27" line is designed at half-full to service 9,2441ots/services. Our "large" project of 590 lots only requires a 10"-12" line and utilizes only 6.4% ofthe half capacity of a 27" line. Exhibit `F' is our cost to construct all sewer infrastructure shown on Exhibit `B' including our preferred trunk route. Exhibit `G' is the cost to construct the 2T'sewer in the current Master Plan alignment. In addition, the cost to construct an 8" sewer line in the preferred alignment is indicated. The overall cost difference is approximately $146,000. This amount may increase due to the variable costs associated with 2 bore crossings and major pavement replacement. The point and purpose of the various exhibits is to clearly demonstrate Tuscany Development has installed significant sewer infrastmchue in the area that is vastly oversized for our developmern or any other properties in the immediate vicinity. To require our development to install additiona127" sewer in Locust Grove and Victory roads when a more economical alignment is available is a huge waste of Tuscany Development and City money. The final point of this letter is to inform the City of Meridian we are proceeding with the completion of sewer infrastnzcture for our upstream developments dependent on this alignment September lOs', 2003. We will respect whatever decision the informed City Council makes regarding this issue. If our request is denied, we will construct the sewer in Victory and Locust Grove Road at our cost and request reimbursement from the City for the difference indicated above in addition to the normal oversizing reimbursement. Please contact me if you have any questions or require additional information. Sincerely, Matthew Schultz, P Project Manager Cc: City Clerk, Meridian Dean Briggs, P.E., Briggs Engineering Brent Claiborne, P.E., Clairborne Waite Engineering 3~~d~ r 0 I- 'U O H U ~~~ ~S F- z w 0 J W W Z O _ ~ Q z ~ Q U ~ (n N ~ I m ~ ~ ~- w o J ~ W O ~ O O o U O ~ N W W ~,,.) ~ O ~ O Z N 1- I- (!~ U~ X ~ W C7 I Q Q ~_ CO X W 3~~'d3 z w 0 J W W O v Z Q U m w w w o 0 0 N Z ~ O_ U ~ O w O U D w O O ~ 1S ~0 w m m_ x w 3~9d~ z w w 0 w w 0 r z a U H m Z O w J O U w W W O O d U m S X w d- O 0 N Z_ 3~~d3 w 0 z J W H (/) Q m W U Q d (/') W W d ~' d F- CO S X W W U Q N Parcel # Name Acres % Address 1 Mr. and Mrs. Lonnie Agnew 4 4.3% tssoE.va;tory,e3642 2 Ms. Catherine Jerrems 6 6.5% 3245 S. Locust Grove 3 Quasar Development 10 10.9% CWE, 7461 5. Tesre Ave 4 Mr. Russell Liddell 7 7.6% 1777 E. Victory 5 Ms. Susan Howard 7 7.6% 34205. Locust Grove 6 Mr. and Mrs. Charles Richardson 7 7.6% 1835 E. Uctory 7 Mr. and Mrs. Webb 4 4.3% 7975 E. Victory 8 Mr. Charles Creech 6 6.5% 2310E1fwtory 9 Mr. Clayton Record 5 5.4% 4355 E. Victory 10 Mr. Marvin Hansen 6 6.5% 2460 E. Victory 11 Ms. Luann Kuntz 30 32.6% 480 w.Floimes, Boise, s37oa Ms. Mary DeChambeau 2015 E. Victory Total 92 100.0% N Z_ d ~ T ¢ d F 3 ¢ .~ a o ¢ c U of W ~ U 0 2 O W IL N R m ~a w~ N LL J ¢ T V m R 1•- ~ d ~ N m n'.N V~N m(7 O'm~V N O ~ W~[`7.V a 'n;r ' m x'777, c7 - ~ m _ V R r r Nid' ['7'O) m r n T01. D) m:(`") M V~n,r n lq ,f~IV O.mIN ~ m 0 •~ d E 0 0 010 r r N C W D1'h,NJ t0'O O O~iO r r N-(`7'tq n C'7~OIr ' O V rIN C'm ~ riN ~1 c0 IO O ... ' I l m m m'~fl'r ml v' o v 7n' v'o ' n i rn ro'n N m v r7 rn n v7 m n ro rn m D n nln ' 777 c ;a r v n~o ' n r rn m m r o,r'lf7 - n c c m ' c o ~ R O ~r rliN mIN-m.m I m C7 N-.C` ) O) V ~ M,7 n r m,v '.v n [h (9 ~m rn~m ~ Q¢ I I ~r N M m~0~ ~ N r N M ~ m 07!01 ` . r il7 I ~ , r mim W '; ~I ~ l - ~ ~ i ~ i ', c 0 ' ! I ' d rn r C mla,c7 'Irn m V ' N n m'v O O'. R1;C rn o 'c7 v 1l) O r m n o N:m n a m N m Q)_m m m.c7 n m 0 I~ O rn rn r Iv O U7 rnlro m,M c V „~„ N'.Vm l O) O Ctl.V N n [7,1~'~ ~ ~ 01 m O m'7r7 01 m,c r ' nN'',n X01 N r m ~ d •C I M vjmioi N N'~0 '~m V,01 Ir N r u)'NiN fh m'01'tOOi ' ' (D [M p 47 3 ~ I ; ~ r N MW O.n li ;, it I vm . N M c7 'm W ~ 1 'I ~ '. ; i r r ~ i I ', T ', N m ~ iO ' Ifi 61 m' m m rn~m c7 II~~ IA OkW m n n N VO~P7 n m NN N II)~N~O m N ; d am ~ N "W O 1[71n'm N1~rn f! r m N mm n W r'. u710 ml0)n m c7.n m ~ n,r r:'m v;o,o m n, irn,o ~n m rn o~u7 r rn n;co,rn m nlnj ~.n m • ~ i r' N m'N m ~ W,N~Oi O [*) (~ r pj;~.n O t0'c7;M m O'~0 N ' m ~ ` I r rN M m~rn lq 01 O r;r'. N'P7 V:m;(O:OJ 1! 1 m 3 i I ~ r NN i I ir'r mm 'c `y °a ' ' ~ ' ~ I ~ ~ l v, a ~ ~ ~ ~ I rn v ,r m v rn ~ o N c7 m'n o7 n v m'~n m m m c7~o ' rn N rn~v7 v o ,~, ~ ~ Oi ,N'IM iO O V;N_N 7 n CI '. uJ ~ C7 C7 N oJ;W m 7 01 O1'N f` V n. 'N ~ O ~ N m ~ IO O O r r N W ~ n:N m ~ W 0.0 0 O r rNi 0 Im N G ~ ~ I I I I O 7 1 r 7 m O ~ ~ ~ i t0 " aN ! i U 'O ~ i m n mlm lA. ~'~ O 0,~1r'N n m N.7~[7 O - n m C7:N N n'~u1'.m N_V ~ ~ U O O) m n ~-M N r ~ O'COir•,m C~M m n 'm LL7 C] N~riO 01 n'm:~r7 V C1 ~ Y ~ 7p G~1 [O N. N'N N N N(V N r r r rlr N NIN N N N'.NN r rir i r r a U a ii II ~ i , I ; W d OI ` m n m m ~r7 C. ~O O.V N ' n m N V C`7 O n m.[7,N N n~ m N V c > C p O. W:m In O ~ COINir O m .I~icO o a m m n.m LO m N,r:O T n.m.u7 v, M o ~' Y C7 '~N N N N N N N~ r, N N N:CV-N N N NiN r r r , I Q p. m C7'r~ Ill W 'N (O R1 N'.N:O o7~m 01 ~ O) N O'N'n V 07 m'~N ' ' il1 p r Y N V m'rn if7',a W n ' ' m.N~N~O ' N-01 m-O~~ N ' N-7 N V ' r m m ; r` - c] 3 p r 1!7 { O~OO!O ~f•J 7~m N . i0 m d r N;C7 [7 tfi lA' m O r r CV P7 C '(O N 1"c0 ~~n ~ r N O7 n W m O m ~ 1' C LL f7 l6 i,, i , ~ , , I r W N N (ry.lfl. n r C] m N';M N W Q7'D) ~ n m N-m 01 V [7 d' ir1 n m~N'r1 n v Q '^ , O'O O;r c+].V n~0 ' ~ V.01io1 n r O r:r N 'V m 01,Ch cO N N-m N-~ c 0 = „y, • ~ O~;O O.O C ~r Oi0 r [V M:~ r0 O.O'O C O O 0:~ r c+~;~ry n ~A <0 _ U I ' r N a ' E ~ a Y nm.N m n.n m m D) m M r n m m t0 N n~N 1fi O ~0 m 01 ' m N 3 y P1 V'~m.0 m O1:f01~ N n N01 Nr y n m u7 m.O.r.m O W.W ~ ld N l 6 p y G U O OOjr CV,(~'1'~.n O m W~I~ ~ m ~' N Or r N Cq'i!1'Ih,oi [7 ~ N'V ~ v ~- d IL ', I ~ ', r- r N C7 m O ', ' r N [O : R m M `o ~ _ ~ , _ W m m m N l!7 lf7 In LL7' l0 1f1 lf7 In t17 C Ch (+7 ('7 ('7 R1 M C7 - C'7 C7 (`] M M (7 m m L N 0 0 0 0 0 0 0 0 0 0 O. O O O !!7 O 0 0 0 0 O O O O O O O O O P m R C C O OTC o C O o 0 0 0 0 0 o W O 0 0 0 0 0 O'O 0 0' 0 0 0 0 ~' w m 0 0 0 o a o 0 0 o N o 0 0 0 0 0 0 0 0 0 0 0 0 0 d o 0 0 0 O m N~ 0 N O O.O 0 0 0 0 0 0 'y O m N 177 N O OO 0 0 0 0 0 0 d R N N r r r r r r r r r r r a ~ N N r r r r r ~ ~ ~ r r r r r 0 C Oi0~,0 OO~C~O O O O O C O ~ O O;O O O~C O O O O,O'O O O W ~ C {77 In LO Il) 60 l0 W l17 In W W to In LL7 ¢ r r r r r r r r r r pj ~ o 0 0 o n n n n n n n n ~ n n ~ ' a p a w ~ '; o c o;o c oo 'o o d LL '. - i ' I .o ~.~s I ~ ~ . a ~ m ~0 N _W n m c ~ O m N m O N d m O N N m r~ n O m N m O N Q E C r r , r N' N N c0'(7 V'~ m n ~ r r.r r N N;N c7 W,'C v 'm n C R , , , , 'O 'J i ! ~' 11 ~ ~ I ml ~~ a C m N 0 L- c ~~~/~ o IY1 m 1~1~ a n m m ._ d N m a ~~ c n m i n L N '~ ~v ~ O n m m ~, c a v a o `o c c a '~ ~< m U C "' C c y a o A CD (E c ~ "' C C a 'v o m c c ~ a o m ~ m N a _ m N =~ U m C N ~ o n ~ ~ m a m o m m `o m a c c = `m o m ~ ~' 3 H ai 9 is m a - o ~ o c '~ c `m ~ °' c E .. y o. a c E c~¢ U o d ~ c Q O O a ~ E m W o o m u1 N E vl 4m O7 N ['l a m a N ac ~ c m > N m O m 0 0 0 0 m a~ a a a a o m m m m m N Ifl v m m m m N N N X U R a m U N U .~ `m 3 m TUSCANY DEVELOPMENT, INC. ~ir 'p 1 MESSINA VILLAGE #1 `'t' ~ p l~ PREFERRED ROUTE -SEWER COST 11-Jul-03 Prepared By: Matthew Schultz, P.E. Offslte Sewer Through Tuscany Lakes #1 Depth Item Range Quanti Unit Price Total 27" Sewer 28' - 24' 60 $83.00 $4,980.00 27" Sewer 24' - 20' 614 $76.00 $46,664.00 27" Sewer 20' - 16' 3037 $63.00 $191,331.00 24" Sewer 20' - 16' 920 $52.00 $47,840.00 15" Sewer 28' - 24' 45 $52.00 $2,340.00 15" Sewer 24' - 20' 40 $46.00 $1,840.00 15" Sewer 20' - 16' 644 $38.00 $24,472.00 15" Sewer 16' - 12' 1463 $32.00 $46,816.00 15" Sewer 12' - 8' 290 $25.00 $7,250.00 48" Manhole 16' - 12' 5 $1,700.00 $8,500.00 48" Manhole 12' - 8' 1 $1,500.00 $1,500.00 60" Manhole 28' - 24' 1 $3,700.00 $3,700.00 60" Manhole 24' - 20' 2 $3,300.00 $6,600.00 60" Manhole 20' - 16' 19 $2;800.00 $53,200.00 36" Sleeve NA 60 $130.00 $7,800.00 AC Replace NA 30650 $1.50 $45,975.00 Gravel Access NA 1887 $8.00 $15,096.00 Subtotal $515,904.00 Offslte Sewer Throuoh Future Development Depth Item Range Quantity Unit Price Total 15" Sewer 24' - 20' 1484 $46.00 $68,264.00 15" Sewer 20' - 16' 2793 $38.00 $106,134.00 4" Sewer NA 1812 $10.50 $19,026.00 Sewer Tee NA 52 $125.00 $6,500.00 60" Manhole 24' - 20' 9 $3,300.00 $29,700.00 60" Manhole 20' - 16' 14 $2,800.00 $39,200.00 24" Sleeve NA 120 $120.00 $14,400.00 Gravel Access NA 2218 $8.00 $17,744.00 I t Subtotal $300,968.00 Messina ~Ilaae #1 Onsite Sewer Depth Item Ranae Quantity Unit Price Total 15" Sewer 20' - 16' 345 $38 .00 $13,110. 00 15" Sewer 16' - 12' 492 $32 .00 $15,744. 00 8" Sewer 20' - 16' 432 $28 .00 $12,096. 00 8" Sewer 16' - 12' 949 $24 .00 $22,776. 00 8" Sewer 12' - 8' 1814 $16 .50 $29,931. 00 8" Sewer 8' - 6' 83 $14 .00 $1,162. 00 4" Sewer NA 2176 $10 .50 $22,848. 00 15" Sewer Tee NA 13 $125 .00 $1,625. 00 8"Sewer Tee NA 39 $39 .00 $1,521. 00 60" Manhole 20' - 16' 1 $2,800 .00 $2,800. 00 48" Manhole 20' - 16' 2 $1,900 .00 $3,800. 00 48" Manhole 16' - 12' 8 $1,700 .00 $13,600. 00. 48" Manhole 12' - 8' 9 $1,500 .00 $13,500. 00 48"Manhole 8'-6' 1 $1,200 .00 $1,200. 00 Cleanout NA 3 $550 .00 $1,650. 00 Subtotal k $157,363. 00 TOTAL $974,235.00 TUSCANY DEVELOPMENT, INC. MESSINA VILLAGE #1 MASTER PLAN ROUTE -SEWER COST 11-Jul-03 Prepared By: Matthew Schultz, P.E. Offsite Sewer Through Tuscany Lakes #1 Depth Item Range Quantity Unit Price Total 27" Sewer 28' - 24' 60 $83.00 $4,980.00 27" Sewer 24' - 20' 614 $76.00 $46,664.00 27" Sewer 20' - 16' 3522 $63.00 $221,886.00 24" Sewer 20' - 16' 920 " $52.00 $47,840.00 15" Sewer 28' - 24' 45 $52.00 $2,340.00 15" Sewer 24' - 20' 40 $46.00 $1,840.00 15" Sewer 2D' - 16' 644 $38.00 $24,472.00 15" Sewer 16' - 12' 1463 $32.00 $46,816.00 15" Sewer 12' - 8' 290 $25.00 $7,250.00 48" Manhole 16' - 12' 5 $1,700.00 $8,500.00 48" Manhole 12' - 8' 1 $1,500.00 $1,500.00 60" Manhole 28' - 24' 1 $3,700.00 $3,700.00 60" Manhole 24' - 20' 2 $3,300.00 $6,600.00 60" Manhole 20' - 16' 14 $2,800.00 $39,200.00 36" Sleeve NA 60 $130.00 $7,800.00 36" Bore NA 100 $406.40 $40,640.00 AC Replace NA 58572 $1.50 $87,858.00 Gravel Access NA 800 $8.00 $6,400.00 Subtotal $606,286.00 Offsite Sewer Throuoh Future Development Depth Item Ranoe uantit Unit Price Total 15" Sewer 24' - 20' 1484 $46.00 $68,264.00 15" Sewer 20' - 16' 2793 $38.00 $106,134.00 4" Sewer NA 1812 $10.50 $19,026.00 Sewer Tee NA 52 $125.00 $6,500.00 60" Manhole 24' - 20' 9 $3,300.00 $29,700.00 60" Manhole 20' - 16' 14 $2,800.00 $39,20D.00 24" Sleeve NA 120 $120.00 $14,400.00 Gravel Access NA 2218 $8.00 $17,744.00 Subtotal $300,968.00 Messina Village #1 Onsile Sewer Depth Item Range Quantity Unit Price Total 15" Sewer 20' - 16' 345 $38.00 $13,110.00 15" Sewer 16' - 12' 492 $32.00 $15,744.00 8" Sewer 20' - 16' 432 $28.00 $12,096.00 8" Sewer 16' - 12' 949 $24.00 $22,776.00 8" Sewer 12' - 8' 1814 $16.50 $29,931.00 8" Sewer 8' - 6' 83 $14.00 $1,162.00 4" Sewer NA 2176 $10.50 $22,848.00 15" Sewer Tee NA 13 $125.00 $1,625.00 8"Sewer Tee NA 39 $39.00 $1,521.00 60" Manhole 20' - 16' 1 $2,800.00 $2,800.00 48" Manhole 20'- 16' 2 $1,900.00 $3,800.00 48" Manhole 16' - 12' 8 $1,700.00 $13,600.00 48" Manhole 12' - 8' 9 ~ $1,500.00 $13,500.00 48"Manhole 8'-6' 1 $1,200.00 $1,200.00 Cleanout NA 3 $550.00 $1,650.00 Subtotal $157,363.00 Tuscanv Villasae #1 Onsite Sewer Depth Item Range Quantity Unit Price Total 8" Sewer 20' - 16' 200 $28.00 $5,600.00 8" Sewer 16' - 12' 950 $24.00 $22,800.00 8" Sewer 12' - 8' 950 $16.50 $15,675,.00 48" Manhole 20' - 16' 1 $1,900.00 $1,900.00 48" Manhole 16' - 12' 3 $1,700.00 $5,100.00 48" Manhole 12' - 8' 3 $1,500.00 $4,500.00 Subtotal $55,575.00 TOTAL $1,120,992.00 Master Plan Route $1,120,192 Preferred Route $974,235 Difference $145,957