The URL can be used to link to this page

3. Developer's Extension (Latecomers) Agreement - Silverbrook Estates201 1'Avenue East, P.O. Box 1997, Kalispell, MT 59903 Phone (406)758-7720— Fax (406)758-7831 www.kalispelbcom REPORT TO: Mayor and City Council SUBJECT: Developer Extension Agreement for Silverbrook Subdivision MEETING DATE: March 23, 2009 BACKGROUND: Development of the Silverbrook Subdivision required the developer, 93 and Church LLC, to install water and sewer utilities north on US 93 from Reserve Drive to Church Drive. The capacity of these improvements exceeds the requirements of the Silverbrook Subdivision. Because of this, the developer has requested a Developer Extension Agreement to allow for potential recovery of the extra cost of providing the extra capacity. The developer's engineer has prepared the attached agreement. It follows the form of previous recent agreements and has been reviewed by the City Attorney and Public Works Department to ensure the cost basis for recovery is accurate and appropriate. The agreement (exhibit D) indicates the reimbursement for water is $1,276.99 per residential unit (804 residential units of excess capacity); the reimbursement for sewer is $947.33 per residential unit (2,240 residential units of excess capacity). The City's Extension of Services Plan specifies a maximum 10-year period for Developer Extension Agreements. The developer has requested a 30-year period for this agreement. The developer will present his basis for making this request at the appropriate point in this meeting. City staff has no preference in this matter. The period of an agreement is discretionary with City Council. ACTION REQUESTED: AT CITY COUNCIL MEETING OF MARCH 23" , MOTION TO APPROVE THE DEVELOPER EXTENSION AGREEMENT FOR SILVERBROOK SUBDIVISION WITH 93 AND CHURCH LLC. FISCAL EFFECTS: None. ALTERNATIVES: As suggested by the City Council Director of Public Work� /,City Engineer #rtleb;bl� Interim City Manager Attachment: Latecomer Agreement (exhibit A, record drawings not included) LAW OFFICE THORNTON f BYRON LLP TAX • ESTATE PLANNING • BUSINESS - WEALTH PRESERVATION RiVERFRONT PLAZA 3101 W. MAIN, SUITE 200 BOISE, IDAHO 83702-2099 P.O. Box 7156 BOISE, IDAHO 83707-1156 TELEPHONE: 208-344-8600 FACSIMILE 208-344-8720 February 13, 2009 Sent via email to ciocouncil0kalisnell. com Mayor Kennedy and City Council City of Kalispell 201 First Avenue East Kalispell, Montana 59901 Re: Owl Corporation / Latecomers Agreement Ladies and Gentlemen: D. JOHN THORNTON, PA. GREGORY A BYRON, LL.M., P.A. AMBER MYRICK BELEW, LLM, P.A. KEVIN C. BELEW, LLM., PA. JOSEPH S. KOZLOWSKI, LLM RICHAKD M. WEBER, JR., LLAt WILLIAM S. RAMEY, LLM JUSTIN C. JONES, LLM, P.C. OF COUNSEL LICENSED TO PRACTTCEIN IDAHO, CALIFOR t COLORADO, NEVADA, OREGON, WASHINGTON STRATEGIC LEGAL ALLIANCES- ARJZONA, UTAH This firm has been requested by Mark Owens to assist Owl Corporation with respect to certain issues related to the Latecomers Agreement between the City of Kalispell and Owl Corporation ("West View Latecomers Agreement"). We have had multiple discussions with Charles Harball regarding the West View Latecomers Agreement, as more specifically outlined in the attached letter to Mr. Harball dated December 29, 2008. It is our understanding that the City Council meeting scheduled for February 17, 2009, includes as an agenda item a request for approval of the preliminary plat for phase two of Silverbrook subdivision. If this preliminary plat is approved, the subject property will be served by a sewer line that flows into the same lift station that serves the sewer line constructed by Owl Corporation in accordance with the West View Latecomers Agreement. If capacity at the lift station is allocated to phase two of Silverbrook, the West View Latecomers Agreement will be compromised due to insufficient remaining capacity to allow for connections to fund payment to Owl Corporation, as anticipated when the West View Latecomers Agreement was entered into with the City of Kalispell. February 13, 2009 Page 2 We understand through Mr. Harball that he and Public Works are working on a recommendation to City Council regarding the adoption of a formal policy for the administration of available capacity associated with infrastructure that is subject to latecomers agreements. We further understand that a workshop will be scheduled for February 23, 2009, to discuss the policy. Consideration of the preliminary plat request for Silverbrook phase two is premature due to the outstanding issues relating to the City of Kalispell's policy regarding the administration of capacity in the context of latecomers agreements. Approval of additional preliminary plats before the adoption of a formal policy will only serve to further compound the issues relating to the administration of the West View Latecomers Agreement, as outlined in the attached letter to Mr. Harball. Such approvals will create expectations of availability of capacity, when in reality, there will be insufficient capacity to satisfy both the West View Latecomers Agreement and Silverbrook phase two. For the reasons set forth above, until the City of Kalispell adopts a formal policy regarding the administration of available capacity for infrastructure that is subject to latecomers agreements, on behalf of Owl Corporation we are requesting that the City Council not approve any preliminary plats, including, but not limited to, the preliminary plat for Silverbrook phase two. Very truly ours, Gregory A. yron GB/gcr Enclosure cc: Mark G. Owens (markgo00acentugytel.net) Myrt Webb (citymanag_erakalispell.com) Charles Harball, Esq. (cityattorneykalispell.com) LAW OFFICE THORNTON * BmON LLP TAX • ESTATE PLANNING • BUSINESS • WEALTH PREsmm- TON RIVER.FRONT PLAZA 3101 W. MAIN, SurrE 200 BOISE, IDAHO 83702-2099 P.O. Box 7156 BctsE, IDAHo 83707-06 TELEPHONE: 208-344-8600 FAc5iNuLE>_ 208-344.8720 December 29, 2008 Charles Harball, City Attorney City of Kalispell 201 First Avenue East Kalispell, Montana 59901 Re: Owl Corporation 1 Latecomers Agreement Dear Mr. Harball: D. JOHN THORNTON, PA GREGORY A. BYRON, LLM, PA AMBER MYRICK BEI.EW, U,%4, PA ODA, KEVIN C. BELEW, LLM., PA JOSEPH S. KOZLOWSKI, U.M. RICHAILD M. WEBER, JIL, U.M. WILLIAM S. RAMEY, i LM JUSTIN C. JONES, UA P.C. OF COUNSEL LCB\UM TO PRAC77CEIN ILAM42 CAUFORmA, Ca-ORADQ AEVADK OREGON WASMVGTON S7RA TECAC LEGAL ALUANCLS ARFdONA, WAH Thank you for returning my telephone call on December 22, 2008, regarding the Latecomers Agreement between the City of Kalispell and Owl Corporation ("Latecomers Agreement"). As you are aware, my firm has been requested to consult with Owl Corporation regarding the Latecomers Agreement, since we helped to coordinate the agreement in 2004. Following our discussion, I spoke with Mark Owens regarding the remaining capacity of the lift station into which the sewer lines flow that were extended by Owl Corporation. It is Mr. Owens' understanding, based upon discussions with Paul Burnam in the Kalispell Public Works office, that there is still some limited remaining capacity available at the bottlenecked lift station. From Owl Corporation's perspective, the success of the Latecomers Agreement is completely dependent upon both (a) the proper administration of the Latecomers Agreement by the City of Kalispell and (b) the existence of capacity in the infrastructure which will allow users to connect to the extended lines in order to generate fees to repay Owl Corporation for the cost of improving the lines. If either or both of these issues fail, then Owl Corporation's ability to recover its investment will be negatively impacted. December 29, 2008 Page 2 Although we understand that the City of Kalispell is pursuing a long-term solution to the bottleneck that exists at the subject lift station, any solution will be complicated by the estimated. $12-15M costs of the required infrastructure. When the Latecomers Agreement was entered into, Owl Corporation reasonably expected that growth and annexations in North Kalispell would be managed consistent with the available infrastructure and reasonably did not anticipate having to worry about whether there would be sufficient capacity to accommodate the connections required for the recovery of its investment. The most appropriate interim and long-term solution for the remaining capacity at the bottlenecked lift station, and any additional capacity that becomes available through expiring preliminary plats or otherwise, is to reserve the capacity for users who hook-up to the sewer line that was constructed by Owl Corporation. Reserving the capacity to fulfill the Latecomers Agreement will send a clear message to potential investors that the City of Kalispell will preserve the expected benefits to those investors who expend their own funds to help the infrastructure needs of the City of Kalispell. More significantly, preserving the capacity will avoid sending a chilling message to potential investors regarding the anticipated cooperation from the City of Kalispell as the guardian of their investment. Preserving capacity for the Latecomers Agreement is consistent with the expectations of both Owl Corporation and the City of Kalispell when the Latecomers Agreement was entered into, and is consistent with the direction that the City Council has provided to Public Works regarding not over committing the capacity of the infrastructure to potential users. The assessment of capacity should not just focus on filed preliminary plat applications, but should also take into account the capacity necessary to fulfill the City of Kalispell's obligations as guardian of the Latecomers Agreement. With respect to the delinquent payments owed for the prior hookups to the water line that is subject to the Latecomers Agreement, we understand that you have requested written responses from the users who were not originally assessed hookup fees, and that you anticipate bringing declaratory actions in the near future regarding the fees. Please keep Owl Corporation informed of the responses and the status of the declaratory actions. Unlike other developers, Mark Owens, on behalf of Owl Corporation, has shown great patience with the City of Kalispell regarding the administration of the Latecomers Agreement. However, Mr. Owens cannot afford to allow the City of Kalispell to disregard its obligations under the Latecomers Agreement and must ensure that Owl Corporation's rights are preserved. As you can appreciate, the matters relating to the Latecomers Agreement and the remaining capacity at the bottlenecked lift station need to be proactively addressed with the City Council and Public Works as soon as possible. We look forward to receiving updates regarding your December 29, 2008 Page 3 recommendations to the City Council and Public Works concerning the remaining capacity and the City's obligations with respect to the administration of the Latecomers Agreement. Very truly ours, �- GBlgcr cc: Mark G. Owens LATECOMERS AGREEMENT FOR REIMBURSEMENT FOR MUNICIPAL WATER AND SEWER SYSTEM ]EXTENSIONS AGREEMENT, made this 14th day of January, 2009, between 93 &,, Church LLC, ("Developer") and the City of Kalispell, situated in Flathead County, Montana ("City"). WITNESSETH; RECITALS A. The City owns and operates municipal water and sewer systems within and adjacent to its City limits; and B. Developer has constructed, under agreement with the City, extensions to said water and sewer systems (collectively the "Extensions"), as more particularly depicted on Exhibit "A," attached hereto and incorporated herein by thisreference, which Extensions are capable of serving parcels now owned by the Developer and others; and C. . The Extensions are located within the City's existing municipal water and sewer service area, and shall be subject to the City's public works standards for performance; and D. The total project cost for design and construction of the Extensions amounted to $4,465,522.81 as more specifically, itemized on Exhibit "B," attached hereto and incorporated herein by this reference; and E. The City and. Developer desire and intend by this Agreement to provide for collection of the -fair pro rata share of the total project costs of the Extension from the owners of the properties which benefit from the Extensions, but who did not contribute to the original cost thereof. F. The City has determined and Developer has agreed that the fair pro rata share of the total project costs of the Extensions, to be collected from the "owners of properties who tap onto, connect to or use the Extensions, shall be based upon the equivalent dwelling .units ("EDU") associated with the expected use of the subject properties at the rates set forth in Section 5 below. NOW, THEREFORE, in consideration of the mutual covenants and agreements hereafter set forth, it is agreed by and between the parties hereto as follows: 1 All of the recitals sot forth above are adopted by the parties as material elements of this Agreement. 2. Developer shall transfer title, free and clear of all encumbrances, to the Extensions, by a bill of sale to be executed and delivered by Developer to the City. Developer LATGCOMkRS ACiRCEMFN'[' P. I shall assign easement deed for utilities from State of Montana to .Developer (hereinafter referred to as easement), to be executed and delivered by Developer to the City. In the event that any lien or other claim against the Extensions are asserted after conveyance to the City, Developer shall defend and save harmless the City from loss on account thereof. In the event the City shall be put to any expense in defense of such claim or otherwise, then the City shall have a lien against any funds then or thereafter deposited with it pursuant to this Agreement. 3. Developer warrants that it is the owner in title absolute of the Extensions, that it has neither permitted nor suffered any person or other entity to tap onto, connect to or use the Extensions prior to the date of this Agreement, except the real property owned by Developer as identified on Exhibit"C," and as described in Section 8 below. 4. The City agrees to accept the Extensions for ownership and maintenance as part of its facility by acceptance of the bill of sale and assignment of easement if the utilities are constructed in accordance to City of Kalispell Standards for Design. and Construction, July 2005. Further, the City agrees to collect from owners of properties who have not heretofore contributed to the project costs of the Extensions, and who subsequently tap onto, connect to or use the Extensions, a fee equal to the fair pro rata share of the total project costs as set forth in Section 5 below ("Assessment Fees"). Such Assessment Fees shall not be collected by the City with respect to the property by the Developer, as more particularly set forth on Exhibit "C," and as described in Section 8 below. 5. The total project costs for the Extensions including costs eligible for reimbursement under this Agreement are as itemized on Exhibit "B." Said eligible portion of the total project costs includes costs for design engineering, surveying, construction, construction inspection and construction contract administration incurred and paid by Developer. The Assessment Fees for each of the properties who subsequently tap onto, connect to or use the Extensions shall be based upon the estimated equivalent dwelling units ("EDUs") associated with such properties in the amounts set forth in Section 5(a)and (b). The amounts set forth in Sections 5(a) and (b) are based upon total capacity of 1396 EDUs for the municipal water system extension and 2,83E EDUs for the sewer system... extension, with 592 EDUs for the municipal water system extension and 592 EDUs for the sewer system extension being allocated to the property owned by Developer as described on Exhibit "C," for which no Assessment Fee shall be charged and for which Developer shall not be entitled to reimbursement pursuant to this Agreement. (a) The Assessment Fee for owners of properties who subsequently tap onto, connect to or use the municipal water system extension shall be $1,276.99 per EDU, adjusted annually in accordance with Section 5(c) below. The maximum number of EDUs for which Developer shall be entitled to. reimbursement for the municipal water system extension shall be 804 EDUs. (b) The Assessment Fee for owners of properties who subsequently tap onto, connect to or use the sewer system extension shall be $947.33 per EDU, adjusted annually in accordance with Section 5(c) below. The maximum number of EDUs for which Developer shall be entitled to reimbursement for the sewer system extension shall LATECOMERs AGREEMENT P. 2 be 2,240 EDUs. (c) The per EDU Assessment Fees set forth in Sections 5(a) and (b) above shall be increased annually, over the prior year's Assessment Fee, on the first day of January each year, based upon the ten (10) year United States Treasury Note rate as of the last day of the immediately preceding November, plus 1.5%0. 6. The EDUs for purposes of computing the Assessment Fees to be collected pursuant to this Agreement shall be determined by in accordance with Exhibit "D," attached hereto and incorporated herein by this reference. 7. Notwithstanding anything to the contrary in this Agreement, the Assessment Fees to be collected pursuant to this Agreement shall not be collected with respect to.property owned by Developer as described on Exhibit "C," attached hereto and incorporated herein by this reference. S. The City agrees not to allow any tapping into, connecting to or using of the Extensions without the owners of properties to. be benefited from said tapping or connecting having first paid to the City the Assessment Fees and such other charges as set forth in Sections 4 and 5 above. During the term of this Agreement, the City shall not have the authority to waive the Assessment Fees for tapping into, connecting to or using the Extensions, without the prior written consent of Developer. To the extent that the City does waive any Assessment Fees, the City shall be responsible for payment to Developer of the Assessment Fees that would have otherwise been payable by the owner of such properties benefiting from tapping onto, connecting to or using the Extensions, 9. Downstream Sewer .Resources; Pursuant to MDEQ standards, and in agreement with the City, the Developer constructed sewer facilities with capacity that is beyond the demand required by the Developer's Project in order to meet anticipated future capacity demands in proximity to the facilities. The City agrees that, as owner of the municipal sewer system, it is responsible to anticipate, plan for and construct all downstream facilities to meet the capacity needs of the Developer's Project as well as the additional demands of the excess capacity within the sewer facilities constructed by the Developer. As the local government charged with this responsibility, and within the powers granted to it by state law, it is -entirely within the discretion of the City to determine the method that will be used to fund the expansion of downstream sewer facilities. In this regard, the City may proportionately charge all development, including Developer's Project, to the extent that the development makes demand upon and benefits from expanded sewer Facilities. 10, The City shall pay to Developer the sums agreed by it to be collected pursuant to the provisions of this Agreement within sixty (60) days after receipt thereof at the address_ of Developer as set forth hereinafter or at such other addresses as Developer shall provide to the City. 11. In the event of the assignment or transfer of the rights of Developer voluntarily, involuntarily or by operation of law, the City shall pay all benefits accruing hereunder, to the LAT COMERS AGRCFMGNT P. 3 assignee or successor of the Developer after notice of the transfer has been given. In the event conflicting demands are made upon the City for benefits accruing under this Agreement; the City may, at its option, commence an action in interpleader joining any party claiming rights under this contract, or other parties which the City believes to be necessary or proper; and the City shall be discharged from further liability upon paying the person or persons whom any court. having jurisdiction of such interpleader action shall determine, and in such action the City shall be entitled to recover its reasonable attorneys' fees and cost, which fees and costs shall constitute a lien upon all funds accrued or accruing pursuant to this Agreement. 12. Nothing contained herein shall be construed to affect or impair in any manner the right of the City to regulate the use of its municipal water system or sewer system, of which the Extensions shall become a part under the terms of this Agreement, pursuant to the provisions of any ordinance, resolution or policy now or hereafter in effect. The imposition by the City of any such requirement shall not be deemed an impairment of this Agreement though it may be imposed in such a manner as to refuse service to an owner or owners of a parcel in the benefited area in order to secure compliance with any such requirement of the City. 13. This Agreement shall become operative as of the date first written above, and shall remain in full force and effect for a period of thirty (30) years after the date first written above, or until Developer, or its successors or assigns, shall have been fully reimbursed as aforesaid, whichever event occurs earlier; provided, that in the event the Extensions, or any portions thereof, shall during the term of this Agreement, be rendered useless,by the redesign or reconstruction of a portion of the Extension, or of the City's mumicipal water or sewer systems, then the City's obligation to collect for Developer the Assessment Fees provided pursuant to this Agreement shall cease. 14. An administrative fee of six (6) percent, in addition_ to the per EDU assessment fees described previously in this Agreement, will be assessed by the City of Kalispell, Montana. 15. No waiver, alteration or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by _a duly authorized representative of the City and Developer. 16. All communications regarding this Agreement shall be sent to the parties at the addresses listed below, unless notified to the contrary. 93 & Church LLC Mr, Howard Mann 3430 US Highway 93 North Kalispell, Montana 59901 City of Kalispell Mr. Myrt Webb, City Manager PO Box 1997 Kalispell, Montana 59903 IT All of the provisions, conditions, regulations and requirements of this Agreement shall be binding upon the successors and assigns of Developer, as if they. were specifically mentioned herein. 18. This Agreement shall be construed in accordance with the laws of the State of LATECOMERs AGREEMENT P. 4 Montana, and jurisdiction of any resulting dispute shall be in Flathead County, Montana. The prevailing party in any legal action arising from this Agreement shall be entitled to all, costs and expenses, including attorneys' fees, expert witness fees or other witness fees and any such fees and expenses incurred on appeal. 19. Any invalidity, in whole or in part, of any of the provisions of this Agreement shall not affect the validity of any other of its provisions. 20. No term or provision herein shall be deemed waived and no breach excused unless such waiver or consent shall be in writing and signed by the party claimed to have waived or consented, 21. This Agreement, including its exhibits and all documents referenced herein, constitutes the entire agreement between the City and Developer, and supersedes all proposals, oral or written, between the parties on the subject. IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year above written, 93 & CHURCH LLC, M. DATE [NAME] [TITLE .2008 CITY oF KALISPELL, MONTANA. BY: [NAME] [TITLE , DATE ,2008 NOTARY BLOCS Exhibit A — Sewer and Water system extension drawings LATCCOMFIf S.AGREEMENTP, 5 Exhibit B — Breakdown of Reimbursable Costs Exhibit C — Legal Description of Silverbrook Exhibit D -- EDU determination LA'1'kcoMCRsAGREEMENT T-1, 6 LEGEND NEW RIGHT-OF-WAY EXISTING RIGHT-OF-WAY CENTER LINE WM PROPOSED WATERMAIN W01 EXISTING WATERMAIN SS PROPOSED SANITARY SEWER — —SS EXISTING SANITARY SEWER PROPOSED FORCEMAIN FM — — by EXISTING BURIED POWER LINE — — bt EXISTING BURIED TELEPHONE LINE —9BS — EXISTING GAS LINE — St —EXISTING UNDREGROUND UTILITY — —T — Ug EXISTING STORM SEWER LINE EXITING STORM CULVERT PROPOSED JACK-N-BORE PROPOSED VALVE EXISTING VALVE PROPOSED SANITARY MANHOLE OEXISTING SANITARY MANHOLE OEXITING STORM MANHOLE HIGHWAY 93 - WASTEWATER & WATER SYSTEM EXTENSIONS KALISPELL, MONTANA WATER & SEWER MAI EXTENSION 0 w 0 L-0 HIGHWAY 93 N SLVERBROOK I PROJECT GRAPHIC SCALE 0 750' 1500' 3000' IN ET I 6001L VICINITY MAP 'A 0, 46,� a O 001* � o O � o�'Q s SHEETINDEX v C100 TITLE SHEET C101 MASTER STATIONING PLAN C200 OVERALL WATERMAIN PLAN C201 WATERMAIN PLAN & PROFILE -STA. 200+00 TO 207+50 C201A WATERMAIN PLAN & PROFILE & DETAILS C202 WATERMAIN PLAN & PROFILE - STA. 207+50 TO 215+00 C203 WATERMAIN PLAN&PROFILE - STA. 215+00 TO 222+50 C204 WATERMAIN PLAN&PROFILE -STA. 222+50 TO 230+00 C205 WATERMAIN PLAN&PROFILE -STA. 230+00 TO 237+50 C206 WATERMAIN PLAN&PROFILE - STA. 237+60 TO 245+00 C207 WATERMAIN PLAN&PROFILE- STA. 245+OOTO252+50 C208 WATERMAIN PLAN &PROFILE-STA. 252+50 T026000 + C209 WATERMAIN PLAN & PROFILE - STA. 260+00 TO 267+50 C210 WATERMAIN PLAN&PROFILE -STA. 267+50 TO 275+00 ' C211 WATERMAIN PLAN&PROFILE -STA. 275+00 TO 282+50 C212 WATERMAIN PLAN&PROFILE -STA. 282+50 TO 290+00 C213 WATERMAIN PLAN&PROFILE - STA. 290+00 TO 297+50 C214 WATERMAIN PLAN & PROFILE - STA. 297+50 TO 301+00 C215 WATERMAIN PLAN&PROFILE -STA. 301+00 TO 308+50 C216 WATERMAIN PLAN & PROFILE -STA. 308+50 TO 312+00 C217 12" WATERMAIN CROSSING-STA.800+00T0803+50 C300 OVERALL SEWERMAIN PLAN C301 SEWERMAIN PLAN&PROFILE -STA. 400+00 TO 407+50 C302 SEWERMAIN PLAN&PROFILE -STA. 407+50 TO 415+00 C303 SEWERMAIN PLAN&PROFILE- STA.415+00TO422+50 C304 SEWERMAIN PLAN&PROFILE -STA 422+50 TO 430+00 C305 SEWERMAIN PLAN&PROFILE -STA 430+00 TO 437+50 C306 SEWERMAIN PLAN&PROFILE -STA. 437+50 T0445+00 C307 SEWERMAIN PLAN& PROFILE -STA. 445+00 TOO 452+50 C308 SEWERMAIN PLAN&PROFILE -STA. 452+50 TO 460+00 C309 SEWERMAIN PLAN&PROFILE -STA. 460+00 TO 467+50 C310 SEWERMAIN PLAN&PROFILE -STA. 467+50 TO 475+00 C311 SEWERMAIN PLAN&PROFILE - STA. 475+00 TO 482+50 C312 SEWERMAIN PLAN&PROFILE -STA. 482+50 TO 490+00 C313 SEWERMAIN PLAN&PROFILE -STA. 490+00 TO 495+50 C314 SEWERMAIN PLAN&PROFILE -STA. 495+50 TO 503+50 C315 10" GRAVITY SEWER CROSSING -STA. 900+00 TO 903+50 3 C401A e" FORCEMAIN PLAN &PROFILE -STA. 600+00 TO 610+OD C402 e" FORCEMAIN PLAN & PROFILE - STA 610+00 TO 617+50 C403 8' FORCEMAIN PLAN & PROFILE - STA. 617+50 TO 625+00 C500 LIFT STATION PLAN C501 LIFT STATION DETAILS E502 LIFT STATION ELECTRICAL PLANS C600 WATER & SEWER DETAILS EiOlETEATERMAIN ROUTE-STA. I+00 T0113+50ATERMAIN ROUTE - STA. 3+00 TO 312+00 AMENDMENTI � z � o ' CT c w a H W x � z C� U W u W z no O U CTA ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER2008 CTA iI HWY93UTIL CADD FILE: H WY93UTIL-C100 A TITLE SHEET SHEET C100 GRAPHIC SCALE CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 30 1 — — �-• — m ea __ 1 ' _01� _ Imo. ;t,l/ �i�Ti' r--=.a__-•-;j,,,-_a _. - > --�--- !--.e-----*---- ------_-----•,--- e, -„-----"-----°•-----•°---FAL9'j----�'-- -Leo--- 1 �T) i It 1 ��_ � -'C - - `t - - --'^ -- -'----- -.._ — �m — _ ��( '- _- 1 °lw.1 _ —/ • �'" .`- / --\-- 1'f I I t Hag/ i„ �_-_ _ _ _.-_..- 1 1 0 t III/ - - - - - - - - - - - --------`` - - - - - - `r�� -- ------ _ _ -- - - - - - - - -- - - - ------ _----=r_=-'-------- - - - - - - - a _.. . _ . _ - - - - - - - - - - - �/ ^ e —_------------------------'T . _.. _.. _ . �—-------------- f \ I -- MDT - SRN PROJECT J -------.. . - - - �� -��-� �_ m CONSTRUCTION LIMITS ___.-___.____.__.-__.__ ------ H _ ___-_____-_---_--______-_-__---__-_____-__ _. __-_.___-__.-___,_ _.-_._.- _ _._ ,.r_.-. ..e. `•+r;.-...0 a a'__yyix ar•.e,- *" -->:>r.,-..: _._n,,..-..-:_ _- _- ___---_ _ F •T___ —_ _ —._--_ —_------------------------ •l'�.,` r .,r —._--� _�_ —T--_ r _ — �{ +-f � -s 3'a. Y.r•.,. ^-" -r l.:na�.- r,.. ,,.,,., --- , Il_,.—� i --_-- .: ��. `mac•- — _ 14"x14' 14'TEE SAW-CU 1 I Uj - t t EPL� (E€ �'AVEM T R I U` I t tl� PAUI MEFh `\ �•" _.�.,--_-- .- � _ � I h\ \�` ��\ (\\�/�,�///�� I / SEE / SI IEET \--fit/I \ S- I / / PROPOSED IA" / �� _% +� I I 14"xi4" 12"TEE. U / ! WATERMAIN ( y� \ \ PROPOSED 14" e I I I ( \ ._.- _ WATERMAIN 1 \ - �-- \L \\ ---. \ �'-� I ILGATE VALVE A•, I � j � C201 A- �-, . _- . _\ �(Wj zy DB / i , I4-) I I I I \ 202+00 1 203+00 201' 00 \ \\ 5+00 6 } V 2 - %%JJJ _ - �- 1 � M BfaSFI � \\ _ _. _ �♦ Ct2\ 1 I I I 1 �IGHT-OF-WAY LINE / �\ \ _ `1 > t ! 1 \\ x94,03' �'- N0"164% 1� 1 1 1 w RIGHT-CTWPY LINE \ ,-_ I 1 11 \ ♦ j 3 \\ m� -- \ =1 \� _ \ ' , \ 12"x12 I x9" 1 Er 1 1 24 L.F. • 12" PVC \\ PROPOSEtl 24 L.F.-8"PVC" ( RETAIN�14G t \ ♦ ` \ � PA -CUT I FI E \ �- PROPOSED WAL4 \ WENT T THRUST BP OCK - 8"x8"x6'^TEE RELOCATED 3036 HYDRANT SEE SHEET 2021 I Q2 SEE SHEET I201A 3036 LX1 3TIN13 GRAD v 3032 11 / \ l-/ + 3032 PR( POSED GRi E l 14.04"02" EE / 16 O (S) 14"BUT ERFLY VAL E f 3028 / ('N) 12" GA VALVE l ( EXISTIN GRADE I _ I _ I i 3028 3024 O z 3024 l r w O I - i Z PRO OBED 14" i WAT RMAIN 3020 l ROPOSED 3020 - 8" SAN. F. A. - 12" SAN. F M. PROPOS D 14" 3016 l WATERM 0N 3016 PROFIL HORIZONTAL SCALE: 1. 30' VERTICAL CALE: 1"= I 3012 3012 1. o o m o a o j 200+00 200+60 201t00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+60 206+00 206+50 207+00 207+50 de x z o w E-' 11 F� t� W r3 ARCHTA ITECTS ENglL R9 DRAWN BY: MLJ CHECKED BY: P,WHITE DATE: NOVEMBER20W CTA II HWY93UTIL CADD FILE: HWY93UTIL-C201 AR( fill l'('IS FNGINI.FRS WATERMAIN PLAN AND PROFILE SHEET C201 PI-STA, 200+50 —" 14"90'BEND 2 (VERT. 23') I / % 1 / / STA. 200+ 6 — 14' 22.5 I END- STA, 200-25 / AIR -RELEASE I MANHOLE WI GATE VALVE \ RIGHT-OF-WAY LINE \ A STA. 20615 RELO&TE 14" �_QJJf-r Y VALVE F�2QM STA. 200+293 - CONNECT T014" 1 WATERMAIN THAT SERVI19S 0 SILVER BROOKDEVELOPM@NVIT 0 o —_ � 4- 0 \ N 304 3031 303: 302E 3024 3020 3016 3012 1 GRAPHIGr5GA6G. 20' 0 10' 20' ---40 200+91 STA. 2- 1 Al I 14"x14"x h"TEE ( IN FSEf ) I (S)14'a TTERFLY VALVE I Inoh m 20 fL (E) 14" QUTTERFLY VALVE I I (E) 14"1116" D.I. REDUCER I I I / 0140 t PROPOSED 14" WATERMAIN 202+00 t I /!/3N` RETAINjtdG WALL/ I ( / V r 1 1 I PLAN HORIZONTAL SCALE: 1"=20' S1'A. 200+15- R LOCATEQ—� 14" BUTTERFLY ALVE FRO A. 200+ 9t A. 200,25 - FALL NEW TIE IN PDIN TO 14" AIR -RELEASE MA HOLE WATERMAIN TH T W/GATEVALVE SERVICES SILVER BROOK DEVELO MENT PROPOSED 3RADE w o I z STA. 200+35 EXISTING GRADE 14"-22,5°BEND 2 O z PI-STA. 200+10 i 14"x6" TEE W/ FIRE HYDRANT ---- ASSEMBLY I 200+91 PROPOSED 14" PI-STA. 200+50 STA.'206+9b- WATERMAIN 14"-90°BEND 2 14"04"04"TEE ROTATE 23` VERT ( (S) 14" BUTTERFL (E) 14" BUTTERFL VALVE VALVE PI-STA. 200+75 (E 14"x16" D.I. REDUCER 10"SAN. PVC INV. 3015.7x o 0 rn14 16 16 N 3040 3036 3032 3028 3024 3020 3016 3012 GUU+uu ZUU+oU 201+00 201+50 202+00 PROFILE HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: I =4' (SEE DETAILS 41 AND #2 THIS SHEET) 2 WORKING STA. 200+25 FIR LEASE MAN HOLE 10' 10' / LMA71C mm —� � TAiL 3/C600) 3032.00 P 3024.80 m S T M: Z023.00 Imav'It'r4ol 4.3 CY THRUST BLOCK W/ #8 STAINLESS STEEL W/36"MIN. EMBEDMENT (APPROX. SIZE: 5'4'x5') Y v REBAR ^ //A/ I THRUST BLOCK Wt MIN. 4.6 SO.FT, Y BEARING AREA. DETAIL #9 PROFILE RIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1 " = 5' z L� U W W zo O U CTA ARCHITECTS ENGINEERS DRAWN IL RIGHTS RESERVE01 BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 2000 CTA# HWY93UTIL CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE & DETAILS SHEET C201A A CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 30' O 15, 30, 60, EN l -`a=•-=.1- �°1 °}_ u- .--_ - ep---- va-_�_-ne---N---___- _--�_ - si-=--_ e,__ _______________________________ -_.----J `w 1 '- _ U ___ ___ -�-__-_------- --- U �i� _--.__.--------------------------------------------_-___---_ MDT SRN PROJECT- ------------------------------------------------------- -------___--___-____-_---- ----- __-_-_.--_----- .--- ------------------------------------------------ --- -------------- - - - ------- - ------ ------ ---- - - -------------------------------.__--_.-_.__- f...,. } �� a ,wl".. r- ..: a••,...._r —_ ---_ r,.^.3 - _<r-,.£ !"• .1sL :- s`r—y.+,.• ------_ —_— --'"---_---___—..,--- sr-x..-, >PI=c`�"5i; — ,a^,S• _ _ _ _ _ _—_ ------ — — --------- ------------------------------------------- _-__-__- __ -- __--_--------- _ _ ---------------------------------------- -----_'_----------------------------------— _._ _ -- --- — — r I - \ / _ r r T _ '7 — r r 1 Y ri st 9•� J J_ - < 4 f s 7 s a +v r. � ...-...... -- .-,._ .: ,.,. r. d...,... ... .. .. .. ... .. ..:. .... _.— x.. ,. .,. ..r.• :.... , ter. —.,... .. .. � .._ .. .. ... ..... ..... .. .. _... :.. ,,'... ... :_ ,—�.0 _L .....,... , ram.. F_ >s.4' a- . , .,. °! • "• �+ — •ir-14 «• \ •----- _•--� / Q \ \ 50 SHEl OF \ — --- / \ { -X X8 INSULATION x14"X12 TEE R // (N)14"BUTTERFL}.VAIGE� ` �„`------ 3 \ { \ 7 \ \ { I { { \ Q MDT -SRN PROJECT / I ( / (S)14"BUTTE YVALVE/ I --------.-�- \ i I { 1 \ \ \\ CONSTRUCTION LIM RSA (W) 12" GATE VA VE 1 I I I -. ALVE _ `+0�V1tFA,BASELME'-" / I 1 PROPOSED 14" 1 I \ / r,L \ n. WATERMAIN / �" ' '-- ,i-- 0 / 09+00 --' •'10+0 j j ��a `-211c�tC .—. _ . _,-A. ---- / /� PROPOSED 14" / / WATERMAIN 213+00 j _ ... _. _. _. _ I I DE CTION AS NEEDS I \„ r 214+P0 �\ a -- WM BA ' •208 271+00 `a 111. II - i ----�-a4r-- RIGHT-OF_4VAY nl` E W Z_ / __ .e.-_ w. .__.._.,- r _ __a.. ._... ..., , __... _.... za \ ~/ 82.87' ° N0'1640-W290.35' // tv0°t6'39° j/ - I J w•1.. I I _—/ _ _ RIGHT_OF-WAY LINE \\ J _ 'PR9R996� 1 — // i i •E4tvFc�fiuPb'C ; { i N1°57'1O,.W LC=343.39 °�/ 1 \ U \U --�-"— /� 1 _---_±WBRhMi•fi99EfA8H'- --..— i/ / { i 231_.F.-12"PVC \ i R=5872.69' 1{ W112" CAP & \ 1 G {y{gFFF.gp.YANY) ( 1 , A=343.43' { THRUST BLOCK {° \ T=171.76' 3040 D=3°21'02" 3040 4+34 11A 14"X1 PX12.1TEE (N)1 "BUTTERFL VALVE 3036 EX, STING GRA E— (S)1 "BUTTERFL VALVE p 3036 QR LOCATEDT STA 3032 — 3032 > iy �--- — — — — — — — IN — — — ULATION 1 Pill 3028 7Z• 3028 3024 z PRO " 3024I l PROP SED 14" WAi MAIN RMAIN WAT MAIN 3020 1-8"SA F.M. PR POSED 3020 t-t2"SA .F.M. 1- "SAN. F.M. t- 2"SAN. FM 3016 PROFILE 301B HORIZON L SCALE: 1' 30' VERTICAL CALE: 1 n a m 207+SD 208+00 208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00 272+50 213+00 213+50 214+00 214+50 215+00 � z z M � a CTA ARCHITECTS ENGNEERS eot�,rxO11.`a ALL RIG 8 RESERVED DRAWN BY: MLJ CHECKED BY: P,WHITE DATE: NOVEMBER2008 CTAV HWY93UTIL CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET C202 GRAPffiC SCALE CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 30' 0 15, 30, 60, It IN -am ao i ___—_°._____n.-----e.--__—w---__e:_____ee-__j\ e, — e—s.��..e_. /� '= __—__ _ — — — a _ — _ — _ u _ _ _ — — _ °- _ — — _ _ u _ — _ _ — u — — ._ — — _ _��—. -�.•� ._. __ ` _ _ _. — _ _ / _ �.\._. e...c -.�� _ _ — _ �� c _ — — e_ a"'�6, • _ate -_ °�..--.. _.-..__. - .-e..-_..-.-.._---.Z j _ 1 MDT-3`RN-11,15CT CONSTRUCTION UMITB" __ �- _ - _ _ _ --.__\ — — ----- --- •-.; -__----_'/; r. . }ta': r +a. 1T � � sT}> i;G.>e, e'svM�. � - - - - r.•:,.-f.,. a...�---'L z+f-;�i�c�u•.._ r. ... :e s: �, ,:.s-,.K;-: •,c��3�g ¢. C T :S't _.. .s .,,. it .:,�: (�§ur Y'.• -�. 3 � .L.. _ t+.-, .g 'Yr"„�"`.> r � fad... . i. r._ _ -- _--.-.. - -• �..- _..-' t. ra-zr'^t�•+'w"'_# +�.+��,�-t�� 's,.��+?� � Y��T�`i: '.t3�' -3. 'a±;� ^*:.w�tx +. frY �,: r�r :" $ t- ' � r'�r2r�),.:.�'.� ;�„s.a: �7:. ems+ _ - - - _ -- -----------------h L ^ 1 X 44 .Ta. _l �—,. -Y'^ -_:._ w ^iy-- �K v x:..K.:.'.t?')' 'i °' ! .} ',,.,F:.c^•- } � "STfC1.... +—•.� l �. f _ u�•1';.`. .—� ,� .,_ _. _ t t s}d "�}"'--e"telx%+Y 'r4C,,:.aX7 ,a1 's. C" 1`"' �`11'_"•t+.i -r"fit. { J �...F_+��.-+-lr_^={__-ems5� -__ 60 ..x� , f•1 J 1 -1-'k. /-1- "e^� - s: .,: _:: — — -- i __ _-_________________ ____ --- _ -_ _ 9 f d;3W t �. -______--------'---_�I ='- 1 .� ;• y -<� t ' ': _.— .--•"'_' �."-------------- �03 —�IJ_ i_- _ _ 1-I—/_ Z Irr_I_ MDT - SRN PROJECT / - _ _ - - _� - _ _ _ I - _ _ - CONSTRUCTION LIMITS / _ _ _ ._ --/- _ _.WATERMAIN -- __-.�-- --- _...-__________ PROPOSED 14" _221��. _--- 22 -=- - -� 3500 I i U -— / .-� , , 219+00Q . — • --- - — • PROPOSED 14" 218+00^_ 1 20,00 _ �__ - ry _ _ Y-C 2 9T-' ECTION AS NEEDED % WATERMAIN 217+00 -,.-�'� ) /// �.g707\N �.' N N -8 215 7E; a 1 7216+00 ASPC 7 ELINE 1 / .: _,,.«,,.._... ." / - - / N2'09'28'W cn i OIJTTERFIY VALVE ¢?N ��'�/ N3'37'41'"PJ / LC=262.86' 298.38' i R=5610.23' I I z b O ! a c7 tf RIGF-WAYNE I A=262.89' I 0 m N a / 1 1 j T=131.47' 1 3040 3040 EXISTING GRADE 3036 - y / EX STING GRA E --- - - --- -_-_ w 3036 3032 m 3032 PROPOSED 14" w O WATERMAII o z 3028 z{ 3028 _ d STA. 219 90 9 14"BUTT RFLY 3024 PRO OSED 14" VALVE - ROPOSED 3024 - B" SAN. F. A. -12" SAN. F M. 3020 3020 3016 PROF1 3016 HORIZONT LSCALE: 1 30' VERTICAL CALE: 1"= ' M a N 215+00 215-50 216+00 216+50 217+OD 217+50 218+00 216+50 219+00 219+50 220+00 220+50 221+00 221+50 222+00 222+50 � � JJ ^��•, vJ z z � W o 5 F� Cr', f•"'f CTA ARCHITECTS Ul lG EERRI DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER2WS CTA4 HWY93UTIL CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET C203 < GRAPHIC SCALE CALL 2 WORKING DAYS BEFORE YOU DIG 1.800-424-5555 w j —_----• — -- ----- __�`--�=— =---- ---- — ---- — _�„J= —,o \ -- ------------ ,• eLe�-�--- .�—RtoHr-oP-ovttvnN� _� ._..'... �.-..�___........... __.•_....._................ M::y;. cr, .. r• % / uw 1 .,�,., .w,R,�.,,.- zsr-. :.��».,,..��w..�--,.:,,,�,-�...w.....--,,,, w.,a... ... ..,-„�..,,y.»s;��•».-,�». ..., »>„>�<«,u`,..», .�.,..,,,,..,,...sxc-w,w...... -..,.....•,,.,..a....,,_,,-,�.,,,.w ,-,-,�,nM, �«,•� ,-a.,,w.s,,..= __-_-S'i"° I:fx`•^ �:1c--. ti._ I.�.. ---=-^��•+-._ i r � • 78 .cae,.a„_.-�.,. ._ .,a. ..- _ - - - - _ - .- __ - __-- MDT -SRN PROJ�C.T- .^ - _-_ - - - _ - -__--___. _. _._.--.--- _ - - - - - _--____________________________� _______�_ _ ___________ _________ __ ___ _____��NSTRUCTION LIMISS^ --`��_________________________________..{�________}.________-_____. i-j---_-_-___--__-_ -----------------_-_-------------------_------------------ --------------------- --------- - BJ-------- - L _ __ __ __ __ _ ` V 14"x14"xi2"TEE•� J - / Z-L-Z ______ - - EVA U------------_------- -- - - - �E' -- - ( ) 2 GA VA _____________________ MDT-SRNPROJECT - - __ -. TE�IVE _ AL W 1 \ -'r"-_-_-- - - RMAIN_ ___ _ _ __-_CONNSTBUMLOaL"T6______________________ __ _______-__________ ---- -- ------------ WM Y 00 ---------- - -Y26-+1ri1' N I _-_------ - Z _--.-id0°sC>'40�N-- 3 - -B LE-12"PVC - -- Q _ _.____-_ ---------___ �'l- -_ _ W112"CAP& --` - ------- „---Lti T BLOCK - SAW -CUT ._ PAVEMENT- 3044 rr EXISTING fRADE --- --- ][---I---- --- ------- i-------- 3036 F- 14" 3024 3016 PROFILJE HORIZONT L SCALE: 1 VERTICAL CALE: 1•'= STA. 14'B FT.RlI LVE ) IA ^-v - --- - --- 14"-22s"BEND ------------- / -r- ---r ---------- -- NO°1 '40" ,.f..,, ,{;�. 1.g5'^`Q PROPOSED 14" W TERM AIN IF SAVE & PROTECT • •�• ^ ` 1 EXISTING LANDSCAPING 3044 EXISTING C RADE .. 3040 STA. 2 8+04 EXISTI GCULVERT // > '6Z 3036 I w 3032 STA. 22+48 14" - 11. 5° BEND A. 228+37 - 22.5° 61 14" i 3028 3024 3020 3016 z O �z U W W zo O h�l CTA ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 2000 CTA# HWY93UFIL CARD FILE: It WATERMAIN I PLAN AND PROFILE SHEET C204 LU- -RIG -OF- TRY-—F —a _----- —- Q ----------------------------- '----------'---- -------- ------------------------------ CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 o JE�d;_��_: �8�t— % t' �_ _ ________________.__—_ _______ _ _ __ __ — _--__--__--__--_—_--___—_—___________________- .,,a.,,+.....,»__.-..-.°,..�...,,,,.A.y.,...,.. ----' -- 4; L— _____L_____l.-� ________________________._.-_---�—__—______—_________________________ .. ,�, -rya � __ ___ _______________ _____________________________________________________________________________.-- --- --_t _.\ — .— --- ----- --_.—.--_----- ----_—_.—_—. --------------------------------------------- ______________ __________________—___ __— —______-.._ ______—__ ___ ___________________________________ ---- --------------- __—_ — _ ---- 3--- -ems _ — _ — d —43 — _JIAL-VF fdANHO — _ --- o+ CE on K _ —PREP SED 14"— ��u,,, —__--°� — / VR i� 233+00 j mv�i a —' /—WMmBASELINE 23 'p' 231+00 232+00 / / WAT RMAIN _______________ __________ _____ _PROPOSED ib' —" --�� -------------- ----- _i ----_- — _ _— — — 234+00 j 14" B TE FLY / VACV f -STA.'23T*60 .S. T R -)—' / — _ T 1 T' GALV. VERTICAL` -''\ -- -----L- I �L� VENTILATION PIPE \�— = _ _ \hum a\`\�\ \♦♦ \\ \\ \\♦ ♦♦ / i _ _ e _", ------------- W O 6 _____________ /IM�,sei 1Ne --235+[ 3 3048 31 +01 231+58 STA. 1M1" e TTERFLY ST AIR ' NLET/REEF BE G DE 304E VAL VA E MANHOL 1XISTING # V -203C-14 3044 3044 \ \ \ EXISTIN GRADE a I 3040 � _ O 3040 3036 \ \ — ( J 3036 w . O �U w Z P OPOSED 14 TERMAIN in O I 3032 Z 3032 3028 3028 PROP SEO 14" "AT RMAIN 3024 PROF] 3024 HORIZONT L SCALE: 1'1=39 VERTICAL CALE:1"= ' 230+00 230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 235+00 235+60 236+00 236+50 237+00 237+Sn R Z O � � z � w o � t ccn � a ^W F� oz U W >x � zo O U CTA ARCHITECTS ENGINEERS DRAWN BY: MW CHECKED BY: P.WHITE DATE: NOVEMl3ER20M CTA# HWY93UTIL CARD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET C205 3040 -- — _ __ -- 304( _— -- --- EX181 NG GRADE 3036 303E 6 z — 3032 — — ---- 3032 EXI TING GRAD 3028 \ 3028 _ POSED 14" I — — ---_ _—_� --"— ---- WA W ERMAIN STA. 39+50 ' ¢ 3024 PRO OSED j 14" B TTERFLY 0 3024 VALV PROPOSE)14" WATERMP N 3020 3020 3016 3016 3012 3072 PROF] HORIZONT L SCALE: 1 30' VERTICAL CALE: t"= p a M N cq N N W Z z w H x w O z m a w z o� Hz U W 1z�1 0 OQ U CTA ARCHITECTS ENGWEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEM13ER 2008 CTA4 HWY93UTIL CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET C206 JM'BASEGNE- —� _-OF-WAY LINE _y _ - - - - - - ------------- - - - ---------------- -------------- -------------------------------- -------------------------------- GRAPHIC SCALE CALL 2 WORKING DAYS \\\ \ 30' 15' 30' 60' IN FELT (\ -... L Lmh - 30 ft. \_ `�.,:a,,„„meman-° . r�-- --- .,.,.,,... ,..,.,..;.,. .�>y�«« ...�.,...,u«...,.,.v,...,..,.«.:..n..................,,.,.a..:.«+.;«,- ,,,.o,x,,,,,.,,�« ---------------_--------- -i- _-------------- --___ ---- ------------------- - - ----------------- ----- _ _ - - - - _----------- __ _ __ _ _ _----_--------------------------------------------------------------- _ - ---q------------------------ _ _ - - - - - - - - -----_-_- -- ------ _ - - - - - - - - ---------------- - ---- P_ROP_OSED1 _-___ _ _ _ _ ____________________ __-____---______ -�� _-----__ WATERMAIN _-_______________________________ _-_----_-_ ---_- --^-' -___-__-_ _-- - _-_--______ _'--------- -------- - - --___ _ m u r00._. _ _ _ -„ 6*DO---_-- �_.:-- 2At+OD _ _ °`- - - g-sp6��_._ _°---_ - - -" - - - 249_`--- ---u 250+09_ ------------------------ NO' - PROPOSED N1q V 14"BUTTERFLY \\>r/ /� STA 250+77 VALVE ��.-,1\\ `1 /yn_ U ---`_ / /EXfSTfECEC. LINE 1025 i- -,,- — _ -�___- -. i 5 / III ) --w-, 1. : E YOU DIG " 00-424-5555 LU J _ U RIGHT-OF-WAYt4NE- _-- 2; ASELM T-OF-WAY LIN v 15,40 ' 3036 363 3032 303 3028 _.-- E (STING GRA E 302' -' - - EXIST NG GRADE 3024 __-_-" >O `` -- 302, �U Z w > "' o 3020 io� vU 302( 3016 —PROPOSEE 14" WATERMAI 4 3016 46+49 PRO OSE014' STA. WAT RMAIN PROFOSED 14�'Bl ITTERFLY - 3012 VALV 3012 3008 PROFILE 3008 HORIZON L SCALE: 1' 30' VERTICAL CALE: 1" _ ' e N rn N N N N N N N a N V V 245+00 245+50 246+00 246+50 247+00 247+50 248+00 248+50 249+00 249+50 250+00 250+50 251+00 251+50 252+00 252+50 z � � H o w x w � H O � � a W H z hz U W zo oQ U ARCHITECTS ENGINEER DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER2008 CTAN HWY93UTIL CADD FILE: T -A Ak<III ILCI3 FNGINFFItS WATERMAIN PLAN AND PROFILE SHEET C207 Z / I I CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE / J � 0 15' 30' 60'- Z EN NO°16'40"W L inch 30 lk Q 1 - °� _�° __ - - __ -°' _ _ __ __ u� - e : M`^ SS .., ---------------------------------' `' _-- ---_--___-___- _ _ -' _ -. __-__-_---- �' \ `^--^---- _ - - _ .- _ _--------- __-___ _--_ ___.-- - ------------------------------------- _________--------_-__ -_- -- _ --------- ==r --- — M=j----- - -- --- ---- _ERcaeosEn----------------- = -- - ______ ___--_--_ - -_ -----�___-------- - - - ..-�4"8U7T€RFL1--_ _ _ 27oB-------- _� ______ 253+00- -- - - - _ -- 5 00 -�- — — — z __________ __L#VE-------------- 25s WM BASELINE - - ---^' ___------" ----- - mm _---__-'__-__--_.--_ PROPPS191) 14" -- p❑ -m rERMAIN l STA 254-27 7T i IRRIGATION CASING,/ j 1 _ QlST, GAS LINE 3.15' DEEP / i 4'ASGVF WATERMAIN I 4' DEEP, 1,33' ABOVE WATER MAIN % I 302 _ 6- _ _ ____ ___ ______________________ �� ---- r _ ------------------------------------------- W _--'---' a o ____ . � 4 - PROPOSED 14" - _ --""' WATERMAIN _ m z ii 3,A£,5b°£tN c b a ^^ oO _ RIG OF- Y NE ^T. 3032 303: 3028 302E EXIS NG GRADE 3024 --- --- _ --- -__ 3024 ----- --- FXIS71 GGRADE w--- ---- _ 3020 -- 3020 m Z s _ O m U 3016 �o 3016 PROPOSED 11 54+93 WATERMAI STA, PRO OSED 14"S TTERFLY 3 3012 VALV 3012 PR OSED 14" WA ERMAIN 3008 3008 3004 PROFI 3004 HORIZON? L SCALE: 1 30' VERTICAL CALE: 1°= ' a o z o� � H U W W zo oQ U CTA ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER2008 CTA# HWY93UTIL CADD FILE: WATERMAIN I PLAN AND PROFILE SHEET C208 3008 3004 3000 PROF, HORIZON LSCALE:' VERTICAL CALE. 1"= (N)14"8U TERFLYI Q(W) 12" G TE VALVE 11.25° 3008 3004 3000 \ `1 z >0 W � z GTA H U z �W x � zo oQ U ARCHrFECTS ENGINEERS M I RIGHTS RESERVED DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 2008 CTA i7 HWYMTIL CADD FILE: HWY93UTIL-C201 WATERMAiN PLAN AND PROFILE SHEET C209 � w H z o W o � � � a ARCHITECTS ENGINEERS ALL 46WS' DRAWN BY: MU CHECKED BY: R.WHITE DATE: NOVEMQER2002 CTA4 HWY23UTIL CADO FILE: WATERMAIN PLAN AND PROFILE SHEET C210 I / -TTORKING DAYS B6RO CA LRE YOU DIG —— —�` — --�L — -�� „or. '� PRAPHtC_SCALE�r .�'. \� �..c_—•--�S.t �„!' — 30, 0 15' JO' I 60' __ _ _ _ _ _ ^� _ — _ — ',SB'49�� / " _ ' _ ------------ ______ _ — — _ i — __ __—_— — _. _ _ — __ __ _ ---------_ __ __ � --- — — -- -- -- — -------------------- .�.. — — .m -.a _ _ ._. _—�, _. ._ — _ __u _ _ _.. — _ _ _ — _ — — •� _ — �._� — — _ ___ — — aS:arc:—v�____________ — _ s+ i .e. m _ _ ..�...*.-�•-t:s .�.,.«,,.-.R.ti..�.. TMsmm-.t'.f. �»,.......ncasm.�_ ..-�_�nk:.:-i�,...e m.^er ?.�y-_3r��mvR_= _ i_�� 90 _ ___ _ +:r" :eT � aa+a�s(a:...ce„en....�.T»� ^', > .an«e..rwre.w.v��m.;..na y /meS.wn. .,,.mw-rm�.a-dvxw„ ---I- a-----T-----T ..___r_.�_ f i __I-__�_-1_____ r j E �. _ _ ZZ — — .__J_- __ ^-L ^^ L_L_____L____J_____J_____J_____J___.--'L�� % ♦`'e- ` ___ -OtOf ,_. 1 _ _____--_-_ __ ---1_____L__ � 1 00E_ ___L-----L-----I------L'-----L_____J..... _�,_..._____.___J--_, .- ____ _ _______________________________________ _ — -- -- _ _ _ — — ______--_________---__-____ ` _�__!_- """r------_.. --------- Z---------- = ---------- --- - — --- —-------- ------ -g ----------- ------- ... -- ------- r� -------27 ---- +00 -- -- BASELINE- .HT -OF -WAY LINE ^ 3N N OON � 7 4a� _ - - - - - - - - - - - - -- _ — — — — — -�_0e _— -- ------------ -- --------- _______________________________---___---_--_-____--__-_____________-__-________--______ ------------------ a w,\ _.--- ------------------- -_2l7-'00_------ 278+00 _ 279+00 8\1 ----------2- 0D ----------------- trF��I WM �---I----- WM - I-------SS'IT=--(----- 6d - ------------------ -- a _ PROPOSED 14 PROPOSED 14" BUTTERFLY VALVE \ \\ ^ Wi- SAVE 8 PROTECT Q EXISTING SIGN & 3 LANDSCAPING 820.00' _ - — -ii//-- 1BIM PASGI IIJH--'2t 3012 301: STA. 280+ q XIISTING LVERT 3008 INV. 3004. t (STING GR DE TA. 280+9M1 31101 JMTING CU VERT EMS rING GRADE V. 3003.3+ 3004 3004 K w . O ¢ ((I �U z 3000 S 3000 2996 PRO SED 14" 2996 PROPOSE 14" WATMAIN W ATERMAI STA. 276+0 PROPOSE 14" BUTTERFL VALVE 2992 2992 2988 2988 2984 PROF( E 2981 HORIZONT TSCALE: 1' 30' VERTICAL CALE: 1"= T 0 m 0 a 9 in � z o w W o V-I-1 LLI C/] frl LO l� U W W O Q U ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER2008 CTA# HWY93UTIL CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET C211 / � r / m 820.00' % NO"16'40"W ---L-- L i - ---L__-_-L _ e--`------------- GRAPHIC SCALE 1 ' / 30' 0 30' 60' SAW -CUT CALL 2 KING DAYS BEFORE YOU DIG 1-800-424-5555 `\�� r--PROPOSED m PAVEMENT w..- 16"x14" REDUCER SAW -OUT 11111 �® �\ _-,0 • __ _ JJ_ - _\ RIGHT-OF-WAY LINE PROPOSED 14" BUTTERFLY VALVE --- PAVEMENT �$T / 1 iwh 30 R. -_.� -- �' 7N u� /---------------------------- ---__.__-_-____--______.______ ---- 18,51 A N0°18"40"P� ��.�.. - N1a° 40,,00:_ -.- -- -- --" \C - - - 80.,fl --------------- - S- --' _ _ �- - --T - 1a --_- ._ ,.__---T-_- -- ,<./.,a.....,....,..,.,..267+00 va -�_--_ -r-2 ++(TO Ify r- ,.�69+03 _------'-- 16'-45-8OT�asetm 41- _ ---- --------- - --- -------------------- -- -------- r --'--_--_____- -'--T T �- -- - -----j6' --- -- -T-- I ---------`------- 45'BENOS _ --r_----f-_ _- ...-T-- 24.00--Op(�{BASECINE------------- $3+00_-- _ _ _----_1_-__ STA 2g5+04 F _ � - fiT-A-285+0A-_ \ 16"xi4" 14'_B.UIIERELy.-� �+33 GHT-OF-WAY LINE W PROPOSED 14" z WATERMAIN /28g.+•90 I U F- PROPOSED 14" BUTTERFLY N i6" 45%OEND VALVE i / I 3 PROPOSED 15"x14" REDUCER 3012 STA. 284+�4.14 CIL HWY. 3 - 80. N �6j10"W' RIf3HT-OF-WAY—LIRE o IIII i I I I / 3012 3008 I is" 45° e D 3008 EXISTI G GRADE \ i -BUTTERFL TR NSITION ------ - ----_ VA LV. " \ / \ / 16 45BEND 3004 \ \ 125 3004 SR. 28 16' - 45° END \ E ISTING GR E E ISTING CUL ERT IN .2.997.6t > TA2+90. 3 N P 6P5 / S A2 +541 -------� \ / 3000 Z TA283 14,97 z STA. 2 52 3000 S A. 28 +04.59- 16 -45 BENO 3 I O 2996 v? O z 2996 PROPO E014" WAT RAIN M I I STA 283 106 L.F.-3 " STA. 285+ to"B TTERFLY JACK-N-B RE 14"BUTTE LY 2992 VALVE CASING m VALVE 283+ ^2992 STA. 285 L—SIT, REDUCER Fit w < 16"x14" RE UCER PR POSED 14" a1 128 L.F. - 16" CE TALOK C90 /RJ N W,4 TERMAIN R STRAINED INT PVC PI E 0 L.F. 10 L F. f 161• OF 6" 2988 Jaye 2988 2984 PROFI 12111 HORIZONT L SCALE: 1' - , VERTICAL CALF:1- z �z UW W zo OQ U ARCHTA ITECTS n ENGINEEES DRAWN BY: Mu CHECKED BY: P.WHITE DATE: NOVEMBER20W CTA4 HW1'93UTIL CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET C212 s CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 GR&PylC SCALE ' SAW -CUT PAVEMENT i"14" W Z �./ / 1 ' � CAP & 1 / THRUST.BLOCK '14.TEE----- —N5`9 ` - - ,�----- — — RIGHTSF-WAY LICE _ 1 J / 34-- _. __ _. -4. -/- - _ _ _ - _ _T� _ _ - ._ �/ 40"W / ' Na\'�6' // / / _ - =n>1 _ _ - - _ �_ __'' _ _ / 1 'N8/°i$y0"Fi'// 9Y _ _lei -FEET)--" '1N) 14"BUTTERFLY VAtVk'/ i'/ .('IN ''1 =- !L F�-- ' ��..._ _.�,_ _ --_-_- ___'-- _ --- _ ______-- __-__-___-- _--_______ _________ _____"L.- _ / '7� �4. _ / _ __--....______-___-, _- -_- __--__-_ _ n'� -'- '� _�_ _ �' (EI If BUTTERFLY VALVE (Sn�' BUTTERFLY VAL,V,�ci'� _ -� � _ - _ _ I- _ _ __ _ - --- —�- ___-_ _- _ ___ _ _ -_- --�\ __ _--- ---p ' f' 1_ / ;MGHT-OF-WAY LIN _ .w.nweeaa-"� t+waars -,st,n.- ., ...«.aa29 -� __-_ __ T_= - \ \ \\ f�+_— — — — — — — _ ��---------------- �zs2�o ,---—ssscoa� __' �:r -`-_-_------+ C 'IBER-OPTS -- -_— -_--_ -- __._ /^ as+oo\ — � �' —------- -- —ssso _ /"--- _ t� 1 1- < c---- WMCBASE ----- __-----'--- __` +_\\\ _ PROP.SED.14'______� + --"--_ '�'7-,J`_ i 1 SUZ21ErZN 3 ` N�_2'DEEP+ ___ I +STR PBS+�9 �� -.++ `4' i `\M ATERMAIN --.- -- -._. -+-- _'-- _ J-/ \ -' - .- .L� \ _EUP POLTJER'+ nFa>•HTai«ao u --_ MAIN _ _ _ RIGHT-OF-WAY L1N I � ! r 3004 3000 2996 2992 2988 2980 2976 $1 - -- -- - --�� - -"-_'+ +. ' / �' i i' ' --------------- -----------� _ _ ___.%_--_-N_--- _- --_ --__ -....- - !" / /// /� _ -_-- _--_-_-_-_____- ____--._---------- I HORIZONTAL SCALE:' VERTICAL CALE: 1" _ 290+33 294+- Q 4. TEE 14" BUTT RFLY VALVE 14" BUTT RFLY VALVE 14" BUTTERFLY VALVE 1��--L. j// ( IjIII\. rS94AF �UWERT NV 2996 2992 EXIST ING GRADE > '\ 2988 EXIS ING GRADE 2984 VERTICAL SCALE: 1"= ) 18" PVC SEWER 2980 2976 2972 2968 z O u X � z o w O 1 � r ^ W z O � u z zo OQ U CTA ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 2008 CTA4 HWY93UTIL CADD FILE: HWY93UTIL-C201 ., WATERMAIN PLAN AND PROFILE SHEET C213 w- ,� 860.-'N0'16'40-W -' PAVEMENT: R 77 OF-WAV LIN ^ 6 BUfiIED TV -- - _ -- op ED 14" ' WAYERMWN-- R PROPOSF, 14"_BUTT�ER�C 301+00 Z _ i____________ __________ P ----------------------- o ---- ---- --- -_ -- -_____ _______ __ _______ ___ __ _________ -(- -- __ ____-- __- _-__= __ _-7 -____� ----- _ _ ________ -- /�—VALVE 14"SLEEVE 14"BUTTERFLY STA 301+4 AIR VAC MH _ __ _ __________-- i J ^� ----------------------- RrHL-OF.WAY NE ____ _ --` -- -- - _� / i__________________-____ _--------- _______ -_-_-_ _------- 35' - _ _____--______-__ 4-_____ _ annu W \ _ _ _ _ NO°1640 W z- �00.00' 3 4' '- / / _ �.� ______________ / -_-. 8 _- _ - - - - _ _ U- ,I _ 1 \ \ / — s--------- _ --- —- ------ ---- N13°4530F - --- fSF-WA NE t _-__ -____ - 10 ' 2984 2984 -� ! EXISTIN GRADE 2980 S .299+75 STA. 00+33 2980 _ - _ _ E STING CUD ERT EXIST NG CULVER IN .2974.7± INV, 2 74.tt 2976 Z I \ \ 2976 PR POSED 14' WA ERMAIN w 2972 2972 tO z g �.,. 0 0 mlw--- gym-W. 29561PROFILE zsss HORIZONT L SCALE:1 30' VERTICAL CIE: 1" _ CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE 30' 0 1 3060' ( IN FEET ) L Inch - 30 tl: 1 4 v z CIO coo � z � � o � w � a M � a a�F�°li �J FK�Lw/(II' z o� H U W W � 1' OQ CTA U ARCHITECTS ENGINEERS �womi�a.:M ALL RIGHTS RESERVED DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER20DB CTAN HWY93UTIL CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET SHEET /I 1111 1 / 2 —— — i 301+84 / \ / / TA.9B4+991 O.S. A_L .) / 3 /' ' ♦ 11VAA\V1A NO°t6'40"W 15 I00' 1 w d / / //l�///✓� // / /T// t/T �'i / / /i/ / / / / , . ., yam. _ _. _- __n \ RIGFIT-OF-WAY iNE 1 �� 1\1\ l ♦ tGHt OF -WAY (.1�Y • \---•—n, _ __ _— —_ _ Yam,—\ _ // / // /!J�/FI/— II /LJ/ I! y!✓� / / r�i� // / / / / / / / 1 I; !'/ b5r/ iiSlt` / /// i _ _ /U PROPOSF,fY _ —' l / �` _ __ _ -- _ __^_�_ ♦ //// //////////%I/ti7/jT�//i/T/% 1!/ 11 ! / ij/ /� /, j i 1 \` LY 14:81'1T— } l `� I ♦♦�`� ._ �` ♦♦ /I/////// /// //// l//$QY�7// //// ////////t / 'R i r< i `' — — ___ _ -_ _ VALV -00 -- — ----- -- / 6 00---'�¢4¢ ♦♦ \ 1 / l 1I,p,�Sf 0' / //// // `l — —_.__—'__ ___ _____ —___ ---' -- r --____ - --- ----------- `2° ♦�\ \\ //// un n// /I!/ Iraqi''-/�i!/ / /// /I// !/// // // I! /t�_� / r ^'°r�Y- — _—__—'__— _—_ ��-'�_--- J--_ — _—__—_—_ -----�_—_____—_— — _ — ___ - ---- ---------- _ __ ___________ J ^\ — — ---- ♦Illlf!//1/I'It//// _—___— — --- ----- - ^ ♦ i 1 /l/i ///////n/ / /i! /i i!/iaii --------- -_o —�' _ t_ ♦ Iti ltll/l it/1 !f!/�%//I///11 I!!�//1// ///! A //// I/ I !i ____� 1 -lllll llll/ll// / ///%I/1////1��----- _1 —�♦ /.i -------- -— --__'--- _-------- — —___—_ — —� I _ -- _ _____--_— — — — — — — — — --- — ----- ---- — 4-------BU----- --------------- — ___ �l III i i ♦� `; ----- __— — — 1 SLEEVE 14"BUTTERFLY STA 301-84 / — 1 1 \ \ ♦ ` — _ — --1-± VALVE AIR VAC MH 5 — r F l/// 1/ll / l/// ///f I 1/1/q j�i��// i/Iliii i rTI'il\Ft T--��--- —-----=` -' - -' - - _ il / u/I er/ / /! 1u1�//f 1I /r --------------------- ! i! I/l�/ it Ill1 Ill1 'f/1///1/ /l//l/lj� / t — — — _______________ _— -- -- -- /!/I .'--______ 0��--5 __ 4 4' / /// // / I/ 1 ___—__—____ F____________ ____________________ __ _ i/ ll1 ...... !1 IIl/%111 — — — — — — — — — — — ------------ ---L-_.xxg-e'er-.,.yeart idol t-J �c �NFF9 I'ili'/1� _--ursaTx tee. r• •�.�•,• 11/l SEE i $ C � / /1/I llll//1/!/.. / 11 I,t1\\ll L / / ill/rut/1 21 •30,'— -- r��. —_—_—_ RIGHT-OF-WAY LINE e - - - - - - - / / l l / Inl In ur! I lul/llln ull uu / J l„1>fllmiml / 450.0T / I !N(( .'g0�I1II I1 II11 /lllllll!lIl IIlI !1// / / // ! / � .......... lxrccan _—_ 29Ad 29A0GME EaGf I 2976 ♦ d wccmvew \ TILLWATER 29'/2 RIVER / \ \ \ 2966 296A \ / PROPOSED - \ / AI,1dERFLY 2969 / \ / 2956 \ / vananxrnniaF .rrorve� w rrnnww \ / \ Paorasscoi crcw+L 2952 / OORE FOa'G' A Nt 2946 \ / C ORS / 2944 2.0 2936 2932 Y 2928 Z PaSEOOIRE BORE O E— 2924 2920 PRO ILE HORIZ NTAL SC E: 1"=30' 2916 __ I -MN �.. tit iw�Ld/wz 29M IM, 19 011 290-0 4- 2952 2940 2944 2940 40 PY-1y, WK zt, M W Cn z I� z E"1 �W 3 z L� U W o (� U CT ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY_ P.WHITE DATE: NOVEM6ER200S CTAN HWY93LJTII. CADD FILE: HWY93UTIL-C201 WATERMAIN PLAN AND PROFILE SHEET C215 x z o W � w H w z O � � � L a a x � CTA ARCHITECTS ENGINEERS .c:en�aM DRAWN BY: ML.I CHECKED BY: RWHITE DATE: N0VEMBER2898 CTA# HWY93UTIL CADD FILE: ..—I ITu _cvm WATERMAIN PLAN AND PROFILE SHEET C216 304 304 303 303 302 302 3021 301E 301' 300E 3004 1 .1L'-Jyi` (S) 14" BUTTERFLY VALVE —'"� (E)114" BUTTERFLY VALVE iE) 14Nl 6" D.I. REDUCER CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 I��ii !4{({iiliill II I I`11�I GRAPHIC SCALE 20' 0 10' 20' 40• u III I I I I II IN FEET ) f man a 20 M I / p7- P---- - I I I I I 3 UI IE- c='J la STA. 802+611 EXISTING STORM INV. 3028.0t IPE / � �n- III -- -- EXI TING GRADE i i i z m- 801+52 I 816 3+37 STA. 800+75 PROPOSED STA.-804-+53- BEGIN JACK-N IE=904,:B6- BORE EN W/16'CAPM 14` W,M. i 3017.58 I 2 I STA. 800+75 PROPOSED W (CERTALOK C900) TERMAIN J Q PROPOSE (MIN. CAS 180 LF-30"DIA. NG THICKNESS = IN. CASING PIPE .469") (S) 14" BUTTERFLY VALVE Q RESTRAINED JOI T PVC PIPE) B W/ 16/30 NTER RESTRAIN D CASING SPACE S (E)t4"BUTTERF (E) 14"x16"' D.I. R YVALV DUCERErSTA. E 803+32 803+3.1 D JACK-N-BORE I IE=3018.84 2 I I PROFILE I HORIZONTAL SC VERTICAL SCAL LE: 1-20' 1%4' y 3044 3040 3036 3032 3028 3024 W20 1016 012 008 004 NOTE: FOR FULL INFORMATION PLEASE REVIEW THE FOLLOWING SHEETS. J C201A Jw— //"-"/✓ C315 w10 W 101 z �Z U W z o O }�^ U ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 2008 CTA4 HWY93UTIL CARD FILE: HWY93UTIL-C201 12" WATERMAIN CROSSING SHEET C217 -_--_v___--,o-_-_---- - -�'_" — --r/el ` — ._. C�,1:1 1 I I °YI-1!_. / _.,.r----->., -__ram \ \` -_---a' ----_" __,-_-°==---sT- e,-'-~-='_ I Jill - ♦_I __._\ `_- ----- -__r-__ y -- ---- -----" __ �,a' "^_-____-®-___--__-_'"__' 1., ��. rue2Fur BCAI:E..�--- __`._..� -DT M=SRN-:'SRN-___ ^80'- --________ __ _ CONSTRUCTION LIMITS 0 15' 30' --._--._.=_' F -I-.-._.— �i -= -_ _'^ r \` _ - ----------------------------'--- -- ----------- --'--'-'-_-- _ == =-= _ --------------- -- --- --- ---- ^ - -- ----- - --------------/_---------------------------------------------- ----'----------- _-- --- ------- ---- - - --- - a -- -- -- ------ -'- ---�--------------- - ------------------------- - -- - _ _ �'t-� 3 •._ -_. r. .".-... -A.. f a - .. .r -3 r,'.:•. e: h. � '1n4�' z-:. ..,,�Y ..n.. �.. i -., xc-.. r*...-v. :::. ..._ .,. -S" _ .A,.. .... .. xv .. .,. , .... :. .• ..._.. .: -::... -.. s s t+ z _I m 7 _ w""- .c<<r"-•^^"f*^�r.*"�-'`'e-'_T"� ��__. ____=�____�___?c" .,., _,... �:.•-�ri#. _______ - ------------- __________ _____'---_--/' _ arc .?g4.PROFILE I J -_._ ._ .., .. .,.V.] S -----\ `\ ♦I 1 �°,1� \♦\ ! I U' I I ♦♦ `♦ -- -''�!�/ / ♦\�"- _ 1If I _ t STA. 60+50.13 i I I I I -_„^q„ , F�I I S j 1 A♦ ♦ ♦♦ ! PROPOSED ( I i I f""` ---,,,_---- - "-1 I I \♦ -_ __-- I ♦\ / ♦ F 12"45°BEND NORTH FM / ( ) P.I. �C/L OF STATIONING DT-�RNPR JE A i I III ♦ \ i 8" FORCEMAIN WEST / I n 1 \ EPLACE \ i Q ( ) I W-Cl�l` I AVEMENT \I 1 F 3 / (O.S. 1.00' RIGHT �� /�t�� ONSTt♦tUCTi N L T I I� 5 \ ) /\ / ® ( ( I / PAVEMENT \ 12" 45" BEND I 12" FORCEMAIN (EAST) , r }'- 1` \�- I STA. 40 i�8.i3 (@R.O.W.) SED / (EASTF =STA I (O.S. 1.OD'LEFT)ROP / ( }�_-- N RTH ___12"FORCEMAIN IN 1 %ri \\ \\ ( ) I i WAA WM -0.2.()ULT.-/ . .--L &8" FORUIVITA(SOI!TH) 4VM bVM 5( _ ib'M _ 4VM i4 I 01+00 402+00 / I \ / SEWER BASELINE 1 / 403+pp / \ \ gp4lpp \ 405+0 t i I I Ii�406+00 '` -l♦ 407+00 VM O.S. 2.00'RT.( t\ \� S ER BASft E RIGHT-OF-WAY NNE /'♦\♦ T 8"45°BEND ♦♦1 I I \\ MJ 9� 403' - "'�--.--___ N'164 J, I° �1 RIGHT+p$ F-WAYL NE1/ 62. 7' it ~' ND°16'40'W \\ _ (WESST�TFW-\1 I 11 \\ ♦\ m �/ Iof 1 \\ 8" 45`/,BEND ♦♦ ` t I 1 \ m I I { \ _�_ \� 12"� ® 1 I \ ♦ 14 (JTH FM) 3 \ \\\ I I SAW -CUT \\ $ / \ PAVEMENT \ I ' 1' :. �STA400+32 :; `.�' "GATE VALVE GATE VALVES ARE OPEN. Q \\ I VALVE BOXES HAVE BEEN REMOVE \ 3D36 w z < 3036 1 EXISTING GRADE ' 3032 �P OPOSEDG ADE i � ---- 3028 > O EXISTIN GRADE I - _ I I STA.4 5+56 z 3028 PROP SED - 12"W.A. STUB 3024 a STA. 400*3 .73 (@ R.O. .) N 3024 CONNECT O PROPOS D z �i PROPOSED 8" & 12° SAN. 12"FORCE & 8" FORC AIN (NORTI MAIN SOUT i)-O.S. 2.00'LT. - O.S. " RT. w FORCEMAINS FROM ,t? O SILVERBROOK SUB. 16 z STA. 00+50.13 3020 1 P.I. /L OF STA ZONING T—PRIQ I 3 8" F POSED RCEMAIN ( EST) 3020 (O. IT RIGH QRCFMAIN FAST) _ (O.S,9,00-LEFT) 00+45 400+3 ( 301 STA. STA.- O.S. 2.00' R . O.S. 'W' RT. 3016 8" 45° BEN 8" 45 BEND (SOUTH F (WES FM) 39 4 4 +43 STA. STA. PROF! E O.S. 2. 12" 45° B LT. NO I O.S. 1. 12' 45 LT. BEND HORIZON AL SCALE:1 =30' NORTH EAST M _ VERTICAL SCALE: 1"= ' 0 3012 0 M o N N M 400+00 400+50 401+pp 401+50 402+p0 402+50 403+00 403+50 404+00 404+50 405+00 405+50 406+00 406+50 407+00 407+50 ARCHITECTS E<GINEERS DRAWN BY: MLJ CHECKED BY: P,WHITE DATE: NOVEMBER 2008 CIA HVVY93UTIL CADD FILE: HWY93UTIL-C301 A R ( I I I I F ( 1'S FNGINEFItS SEWERMAIN PLAN AND PROFILE SHEET C301 GRAPHIC SCALE CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424.5555 Y'a 30' 30' 60' -`^--? - --c>-----`" --ea------�.--Da_- - - - —"-'----- MDT -SRN PR J '-f--` r ---------------'-------------- /// CONSTRUCTION LIMIS'"� + -- ---'-..------ ---------— ----- -_.-_.---_. --•-"-_--•-__ ,-•_•_ _-_--------------------------------------- ----_---_____________-__-__--_______--__-_-____-___.-- _------_.-____.-.--.-. .-.-._._ _._-__--__ + 4 1 .t. _ erg... ,.,. .-.., _T \ s } tr S, f t 8 s $ k r. S t r: f 'l L f- , 1 F < t S Yy ' w „mot ... _� ._. 4.. �+_ ,. ,_.,. ...,._..,. ,. � ,,_ ;�. .<• -_ _. __. °"� t , Y 1 F t r' , -_--_------------------ _.-r_ _ --1_- ------ T t� h \\ S. :. __:,.:- � �... .-fit .. ... ., s.. .. ... . .. ,,: .,........ .....:. .... L 1 7. �.. �_-_____ `-Z MDT - SRN PROJECT \I j i 1 PROPOSED \ \ CONSTRUCTION LIMITS 1 I / 1 -t I I 8" FORC(WES�'j I ! I \ ��GGG L-1--N.— —' x ! 0' RIGHT) O.S. 1.0IG 1 m _[♦♦'xj\' \ _ FV- 1 �!- . _ , _ , -f� — ,� 12 FORCEMAIN (EAST)LECTION - '1.00'CETT) J / (O.S: -- --''• m _ - NM ( ♦ ♦-_ 7 / W415+00 \NM Wh1 WI'A WM -4 WM M 414+0_ 413+00 WM 407+0 SBASELiEImmmmm E v, 4 B+00 411412+00 1 SEWER BASELINEi i qu i I �- - TIGHT -OF Tr WAY LINE F - =r •-•----{=__��-I-_»-_--_-_ro--- ^ -L--a-_/-_s--a._-- e♦J.,,- _ --, - \ - - - - - ------- -- _ _-� II - __\. _.-\_ RIGHT-OF-WAY LINE 82. T NOt640.0.3S N0'639V/ 1 \\ +56 _ _ Nl'57'10"W - 5 \ 51.,A413 Q / \ LC=343.38' //� \ U NOWN 11 i\CO \\ -----_____________ _----� DUIT i \\ \ R=5872,69' 1 \ T=171,76' D=3`27'02" EXIST NG GRADE 303G 303G EXISTING I RADE 3032 � -- -- ---- — — — ------ --'-- _ 3032 OU I iv w 3028 r- Z STA. 413 76 4,0 >o Z 3028 m U 12" W.M. TUB :5 nZ 3024 zo 3024 PROPO ED PROP SED 3020 8"FOR EMAIN(WE T) 8" FO 1 EMAIN (W RIGH)MAIN T) (O.S. 1. 12" FO 0' RIGHT) EMAIN (EA T) 12" . 12" F CE 'ST) 3020 (O.S. 1. Y LEFT) 1 0' LEFT) I 3016 PROFI 3076 HORIZONT L SCALE: 1 30' VERTICAL CALE: 1"= ' a <o .n o a ry c1 407+50 408+00 408+50 409+00 409+50 410+00 410+50 411+00 411+50 412+00 412+60 413+00 413+50 414+00 414+50 415+00 vl z 1r�^� C J z � z Axe, l_; O 1 M C/) W a (fj CTA ARCHITECTS ENGWEERS .M.r .wss ALL RIGHTS RESERVED DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER2000 CTA# HWY930TIL CADD FILE: H W Y93UTIL-C301 TA AR(IIIIF( FS FNGINFFRS SEWERMAIN PLAN AND PROFILE SHEET C302 GRAPHIC SCALE 30' CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 0 15' 30' 60' W -' - 4�_,_.--•-PROPOSED I2"-90' RTf1L'ORIN --- �"'-=-----_--- ---- „__--^-s'- /�' ESTRMNEO JOINT - F16Sf) �ONNE4CTION '-----__„� _--.`-•-..--___-_.--' I 9VC PIPE"SWEER (12"PIPE) ---------_w-__--e.-----ev- m _ --- ___.__e- _-__-.,, ____.-- _____e� __. __ w __ _.es___ ____- •,+-_�'c_ .tee . q2i -, ___e� •-.4Y2'#dB__ _,�.� s-.—Le __- _. v n: �i---•-. l t -"'----�_--_ -�- ��. � m '-_� - - _ ""- ' -` ______- CONSTRUCTION LIMITS-'----_„-- . SEWER BASELINE __.___.. _ l _-___�7?.421:5fl. `PBDP(DSED B"-90°-- CONNECTION r a.' - ---------------- ------ L 9001RJ a m — - __.__.__� _ - i ---`__ -_•-•- y.. •' C, 5'i'�'. ';'.'� rfJ,�i� y* ,, . ,. .,+,. 4 'sy." ,- ,.' surf--' r f �, Fr, #+43ry I✓ � �� ", - qy - _ \yF it� t/8 ��z ai ,L ' C (ice \ i'� - ,.�••. .q . !i3'!�.-+�ers""••7f�.�T" 4-!p>t � k f."L. :�, h is -. y �x, :r<� 2 .. _--r• ... ,. ., _. .{,-'c�..�. ��. �. �fiyt, `1,�.. ".T t 1,. ,fi±", � .__.____ .___ --- •T,. 't-rv.. .. -. •.�` ;ram -,.,,. _.,_x __3*e ,?.� .-..h .�,.r'�4+`..fr '}Pi.. /F,, �... y y i.. x F: J "h� �' ' �.. .. n..Y.... : y; _"'r . "4 '7 , s .„- . �,.-. : a-#:,. .+. � L f .�: ...... ..^: i..- .. � , ,..y, ., .,- ;e 4•,. ,a. r .,..,. ,.".. h z --�t. ...'7 . .: .+,,v,,r _. 25:�,� ..» v- x _, A}' .. _.,, 1 ,.. ._. '3 s,r,h. - .F• .... } b -�4'+s •.+sv. f. •. `h _.v. , :.: .... .. ~�'.s i-tg..^ .:. _., ..:1:. -s.v..:J .e^`�.,T h. 1. .:"f ,e: t ':•i "i A .� ..� ] �- ...Old ..�., ..- w c5 ;. .. 4 .,-,-.:r.. ,.:n.4••..�.. t-" ..._ ,.. , :., .-. ,r: .q .. ,.. > ... . Tt - r �:..-: •r+.,Tct>r_n{, � •k3. ..x.. `� r.. f ):+ . s " I,t... �',,, M-406.. �. ...,; .: , .. ,:,..�t�..r .�., , . ,:_ ,... ww b K k T 3 y Y h 1 t - t' ,. • € :,. .. .. � _ _„., _-•t .. r.., P.. i s.�b '`.y3 . .'TL`• :t`" r ..r ..+ r � ..� '-.-t^-r-`' , .,. .. ... s rh.�. ,�... ., ..., x-'s�4 � .-„ ,. ..'r;-.3•,�. .. ( 'T,Ss 4�x. t:. - 3. ..\ (yf — C _ _ _'._ ------------------------ _ _ _ _ _ _ .: .x ,,.,.,. Ty„L.v4-z^^P-.. mt'MaaS `r6t r-„i-+-t,', ::7t -•S"a? .,: �? '` ''. ... ?Z .,_;e , �. Y .--_,— _i .s_.:,-::r:k'i .t} L:"- 1, r i;. ,,, :- {.t ._.. ....-.a ... r�' fl+'^??<j#3r (-.��... ,. _ RR -t -,,,_mot. r 1 V ,:i ? .,.{ LF,..ILCERTA=- t'.., 3.. t t t _" F'i�sr*_t -I•-+ ,: s }..s2;,,r-,..-: :..,:tt_�SDR- C KC9007R,1 ... •Y - �. ... Q t{,D .,. ( iBjRESTR'A1Nf=E1�O1PhT-PV6- PIPE (O.S. 7.50 LEFT/NO},2I}!) ---_%GEF-WjSE.RlL-LOKC900/RJ 2 >I"'tc'1 -s''"°'' h-�i� r-,7�4•. .� ,�,T.1 +,i�r,. ,� ;: .. ;..' ,. ..._ _ c---------------------___- 5 .., .. �_ _ _SSDR-18)RESTRAINEDJOINTPGC-_________ PIPE(- 7.50'RI�Fi'ISr50iH1-_________ - 'tt r T •v .: ct, 2'` ____-_--__ ._. aaas- _ 1 _ - - _ - 1 `-/----"�•-__ 11.40 - - - - - -- CONSTRUCTION l-TMTTS-Z7=RTJECT / M NSTR CTI O-M- PROPOSED I2"-90' / f I AtOTCC900/Ry_!`.✓] LL RESTRAINED JOINT --• /I i PVC PIPE SWEEP '�. --- WM/ tNp7` RIGN,1-OF'wAY' / ) I ■ (V/ WM WI I � / �_ W V J ' I vim 418,00 �'^'m.+® VIMwM W M 417+00 416+00 _ NOT 2 J VIM / 0 w / v // PROPOSED N2'09'28"W (1 SEWER BASELINE 1 LC=262.86' PROPOSED CE RTALOK/RJ C900/ m - N3'37'41"W r. / W FORCEMAIN(WEST) I / I R=5610.23' RESTRAINED JOINT RIGHT -OF -WA LINE 298.38' a (O.S. 1.00' RIGHT) ) a % " I 12" FORCEMAIN (EAST) A=262.89' I PVC PIPE SWEEP / a j (O-S. 1.00' LEFT) T=131.47' I 3040 - - 3040 3036 EXISTING GRADE 3036 EXISTING RADE �--'" �� \ - - - - --- -- STA. 419+10 �� - - - --- -- - --- ---- --- -- --- PROPOSED _ ---' 14" ATERMAIN _ ` 3032 ST 478+97 180 F 12" CERTA LOK C900/R (SDR-18) R STRAINED PI 3032 P.I. CIL OF JOINT PVC IPE (O.S. 7. 0' LEFT/NO H) ST . 420+88.33 - ST fiONING - O ' _ W w > C90 - /RJ (SOR-1 O O o °+' O _ C9001RJ (S)R48) m O pU RESTRAIN D JOINT P PIPE z O1 tO z RE TRANED JOI T PVC PIPE 3028 (O.S. 50'LEFT/EA T) v a (.S. 7,50'LE T/EAST) I y m I 12"COU'LING 3028 0. STA 4 8+24 v? z 12. C UPLIN 3024 3024 I 8" OUPLING 30" Q STA 418+43 8" COUPUN 1 - 120 L -•I! F f NN-D A, CASING PROPO ED 3 8"FORO EMAIN (WE T) SO LF - 8" CER A-LOK 1 - 120 L - 30" MIN. D A. CASING (O.S. 1. O'RIGHT) _ 900/RJ (SD -18) (O.S 7.50'LEFT/ ORTH) 3020 12"FOR EMAIN EAT REST ZAINED JOIN PVC PIPE 60 IF "C RTA-LOK (O.S. L 0' LEFT) . 0'-Ri 3020 1861 - 8"CERTA OK C900/R (SDR-18) RE TRAINED RE TRAINED J INT PVC PIP - OINT PVC IPE (O.S. 7.5 ' RIGHT/SO TH) S. 7.60' RI HTAWEST) 3016 PROR 3016 HORIZON T L SCALE: V=3& VERTICAL CALE:1"= ' 0 M M M 16 o 415+00 415+50 416+00 416+50 417+00 417+50 416+00 418+50 419+00 419+50 420+00 q20+50 421,00 421+50 422+00 422+50 z W z � O M C/) P.i O H �z i-f-i zo O U ARCHITECTS �EN�GINES m mlow" K DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 2000 CTA# HWV93UTIL CADD FILE: HWY93UTIL-C301 T A R ( I I I I I ( IS ENGINFERS SEWERMAIN PLAN AND PROFILE SHEET C303 CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE 0 75' 30' 60' 2 Q _---_--30' 0.40%! (IN FEBT_H CAP aL.F. -8"STUB OVqS'A @ I Ino6 -W f �"'-'-- MDT -SRN PROJECT WMENT/CU _._--_._-Q _/ CONSTRUCTION LIMITC-'� Z Z wag\'1_ _ mL� �_-� _-300 �_�_-T.-'+-�..,�e'---.--L��- -,.�.a �r _ -=_ - �__= _ _. x-- --°.-- --w __--RG -OFWAY LINE TIM__---'•_-_42, w _ _ _ _ _ +4 .L_ . ._ ...�T'," +60--, -----.��+�,_.. - - .._m�b'_�,�29+00 - --M 43 ___ __-__ -___ ` __-_ - _ _--____-..__ 00 - SEWE SELIN w BASELINE _ _ _--- --.--- - - - - -- — — — — — SSMH#23 S CONNECTION [mil CON CT - - - - - -____ (8'PIPEj - _ ---'--FR. Q1 N - - _ ______ ____-__----- ______ _____________ __ 1' _ __________________ ___- ` �' 'r-s.'=✓. �`-ic-r.+'•i'-:^Z. __-___ ___ _ _S.-_.-__._ y &i ---------------------_ - _---_-____--__.___-____ _ ________ __- ___-___.____ �. ', ... .. _yy'�� r a _ ., t-m.-.:. ,..ter.-.s• .:, ,,,.-. I.. _. _- � .9.. ,�.. ..:,..., „. .. ... '-a_ e� -. 'r .•ram Y.n -i ,. ,v?�. t. , 'm ,.. ..... .._ ,.. ,. .. ,.. , i_ ,._ T. - kx .. r - r r _ ,.r .,.. a, •.- .. sf ....t... . _.. ,r. 84 0,.. ,.._.. .� .... . � -, � ._. _..;.�: ...,;. .. ,... ..r. S i i h S S �Y 3 J 1 , ,. - -... - - - - /RJ - - - -------------=------------------------ ------ ---- - -- --------------------- - - - - - - - - - ------------- -------------- - _----- _ -- _---- - - --- - -_ _ - - - - - - _ - - - -- .- -- - -103.- -.- - - - - _ --_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRF- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — — — — — — — - - - - -- MDT SRN P MDT SRN PROJECS — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — ---- _ — — ------ _ --- - - CoCO----CT.(pN-LIMLTS-- ----- --_ - _ ------__- ___---_-_- ____-_._-_____-___-_------ --- - ----------- - _ l - ---- --__--_ -------------------------------"--_---__-_-___-__---- ___-_ __--_------- --- ---- _._. ` I -_ WIvL� - - - 7 Z - _ '-N&iFr'40N-- NO°t '40°•- '8$• RtGH Ia37:01,.W-__,., - __ - /' f _ ' aFYL -- _-___-___-_._ - -'---------------------_ 15t 9° 1 flB° SSMH#24 SSMH423 SSMH #24 (0" a) Q 3 3040 - STA 426+50 2' RT SS H #23 48" 0 RIM 3136,52 _ STA. 427 3 STA 429+46 3040 INV IN 3028.02 ( "FM)(NW) EXISTING RIM 63'Jx'6. W 5.61 - INV IN 3027.69 (2"FM)(NE) STORM P PE INV N292&i4 3 26.60 (18" P C)(N) ININ 3028.22 "PVC E INV. 3035.)1 INV UT 3026.50 18 PVC S INV OUT 3027.3 (18"PVC)(S) 3036 STING GRA E ---� g EXISI ING GRADE 4 3036 - - - - - - - - - - - - - - - - - - - - - - - - - -- - -Yr� �- - - - ---- 3032 w 8" F.1 1. (WEST) 0 3032 (O.S. 4.00' RIGHT) 12" F M. (EAST) Z (O.S. 4.00' LEFT) 296 L.F. S=0.21 % 18 PVC 3028 3028 8 F.M.(WEST DEFLEC W/30' PROP SED (.S. 1.00' RI T) RADII F R 22.5" 3024 8" FOECEMAIN (W ST) 1 "F,M. EAS APPROA H FOR „ 12' FO CEMAIN (E ST) (.S. 1.00' LEFr)) $ 12" M 3024 (O.S. 1 00' LEFT) 3020 3020 3016 PROFILE 3016 HORIZONT L SCALE: i 30' VERTICAL ;CALE: 1 o VV � V rn a y 422+50 423+p0 423+50 424+00 424 +50 425+00 425+50 426+00 426+50 427+00 427+50 428+pp 428+50 429+00 429+50 d30+00 W H � I Y W � zL W ARCHITECTS ENGINEERS ALL RIGHTS RESERVED DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMPER2008 CTA# HWY93UTIL CAOD FILE: HWY93UTIL-C301 AR(IIIIf( FS fNGINIF:ItS SEWERMAIN PLAN AND PROFILE SHEET C304 CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 LU Z REMOVE 60 LF • 18" CMP CULVERT 7 6 L.F. - 8" STUB --------W-- so 3' r o % ," i -- / i-`"-'-- ��---- " F ] , �,".^---�----d.- L. 1 1 1 401W � - i/ - - " ". $L"� _ % � RI -OF-WAY LINE ---_^� U -^.^ _ - ,gyp W/CAP@0_440% _� __ - ---- w. !-7+•�-� �^t3'i4 =-r"-'/r30' --� O a3' 30' r 60' j t f -1 `�• - Y l-_�.'� _ _ -°-�'-- a _.-===ai,_��.-�v --^�� 360.02 --e.,-----">-----.�.-- - _--"+>t_ I ,^ ^� -- - ..., (-Ifi FBSf) C 1 �_-.... IYI?T�D IN�'C46� -_.__ �__ Y'-_�..._- ._._- _._._.L1(iDG_ _ --__-._._._ ___ ._. _ � -J- _Q _ _ _ \ --- -T-_-'-'- -- - _- - - _.__._._._._,__ ------------------ 43 00 431+00 as 0.1 i� 4 3+00 r----- 73a+Uo�3-"oa--------------------3363D2:_:— SEWER B BELINE _ ♦ --'—'--'—'— ------ _ e '--------- B � E BASELINE ------------ --- -- ---^__ -----_.________________________________ �✓/ — ____________________ /� —^^ ♦♦Q—_—_ ��--__—__--_—__--------_---.----_—_—_—__----_—_---_---_---_--_______.--_______.__. �}- _. _—� NEWALIGNMENT _.__. _. _. _._ T) __._____—_ _—____.__ —____ --.—__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . -1-1.1 I'll L ll�q v .... - "# ----------------------------------------------------------------------------------- -- --- - E ---- ------------ ------------------------------ ._r---- '�------r------r— — — — — 7 — '---- --- -- T_—__— __—__ __.__— _L— J____ ___ _ —_—_— _L — — _ — _-- — — _ _ 1--- __— _ ____________ — —-- ---- ____ — __ — — ------------------------------- ..— / ---_--_-_'"_-_----_--_-_-_--_-_----- ��NCA-"`.�.--- ---d - :; , r i � 7 wn+ ♦ter --, — � \ � WM wM vr\n r \. T ` — ',• � HT OF -WAY LINE`, 7 � . ♦. ♦. 11 ♦ -'--� � ____'•-- � ♦♦\ \ 304 M. 3031 303; 302E 3024 3020 GSMHil77 i SMH 922 f41"'9 TA-10944� L - 32+49 SSMH 1 48"0 3 IM 909834- I V IN I JV IN I V OUT 202 3038.43 3026.01 (1 3026.74(8"PVC)(E) .' 3025.91 "PVC)(N) 16' PVC S _ STA 43 RIM-1�e�f,43 INV IN INV OU +07 3038.0E. H+fS. 302483(18"PVC)N) 989i�59.30 4.73 18" PV S STA. 432+0 EXISTING INV. 3035.1 ULVERT - - A. 432 EXISTING ClLVERT INV. 3035.6i -- E [STING GR E — EXISTING RADE / / \ J - 18 PVC 460 .F. S=0.20% 18"PVC O PROFI HORIZONT VERTICAL L SCALE: 1 CALE; 1"= 30'El 3044 3040 3036 � � z o z w � F, o z C/) w O �z U r� H O U E DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER2008 CTA# HWY93UTIL CADD FILE: FIWY93UTIL-C301 1032 028 . 024 SEWERMAIN PLAN AND PROFILE 020 SHEET C305 CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 { _____ CULVERT NOT p, APHiC BC ' __'-__. I 1�♦ ` ( y♦ `� 1 11'r l' ! \ M f6'40t'W `J - 0 9' 80' + _ ; \ \ I I �♦ REPLACED f' ) i _ tll Ilt1 I I I I I I I! / ( I /...,yl I \ 1 t � ________ ♦ I 1 I DOES NOTACED 1 / RIG -♦ t __ _— / _ { I{ 1\ ♦ i// 1 1 1 1 1 w♦ TO BE REPLACED IIIt)Il j11I l 1 _ x ♦ \-(QI TJ"-----'-'-- III 1 SAW -CUT f / y t �0 _ t t f j N — _--- y / Inv6 0.1L._._.__._._- _ _ _��,- - �1. I-____�M I SL.f.- STUB _ _ _ __= = __—_------'_/ r�, 1 1 1 { r— —1°, _ war �' r----_----'-_. _----_-_ --•171 -Ytl/CAP �0.40% I \ -- \ t t - -_ - _ -- J g f• - a-� �° / 0.40° < 9A1- e \ _____________...__--� JI // / - _,� - - - - - - - 1- t / _ --- / RIGHT F-WAiyLI �__ -_ __ ___ __ ___-�i/ 440+g0_-� _--� 441 tl / •�'\"�-•----- 443+00 = 444+OU _- - __. A'4 OP / -_- .SS- - SS �.v�c„S_- --------------------'------ NEWALIGN-ME - ---__-_---_ -_ -- _-_---_ ._ _______________ NcTN ALTGNF{EiNi - _ _- d _ -- - - NEvu GNMENT m -Y 1 t F Yf f 5, 3 k '4 d f iv 1 to 3 't r f/ & c 4•. "� t �1 �- 1 t t f 5F M 1 Y i d i�1 S N6 CfS:M Elf ,r` A F j ¢ 55 , v ... , r= ----------------------- _ _ ---------------------------------------------------------- ----�=-----_--------------- - --_ - _ ------ ------ -- -- ---- ------ ----_==__y=====______________-- - - -- -------- --- --------------------_---_--_-_-_--------------------------------------------- -------------------------- --W6f_---- - - - - _-- ' -- - _ __ WL7_- .WM --" 7T-1zr.-.ems ___�=��°'yo WM.-__��♦♦♦ �--._-___-� � r Q.__�_-_-- 4�_ _� ,.:_._ _— _ \ l \2 _______--------` ___ - -_ .♦♦ - _. - _ _____ �\ 1\ `♦♦ }c-- + T'; -`F♦\ '` - }- _% �.-.�\f..�� - �f/L/ / / - r. 'A LINE \ `♦ ♦♦ ♦`♦ =- �` -___- \1- \ - _ -___ �� /i> 6�85 ' \ `o = / ` g \ \ t 1 ,' - ._ _�. �� ♦ ♦ } ♦�y \ ♦ ♦ \` ♦ \ ` ♦ J� , / /, f G-___i ) <� _ f6��IIg-''' -_ ' / / / /N,{16'4 'W RIGH - F-WAY LINES \ \ ♦ / \ c ___--'_-- � \ ♦ ♦ \.r^18@1,.w `� \\ \` ♦`_` \ ♦ �♦ ///f '� '____--� /i '�/ / / / Y I \ ♦../ _%i�i ___'- _ __- � � ___ / ) � f av 0qy s. NOTE: GRAVITY SEVER ALGINMENT p MOVED TO AVOID LIVE UNMARKED UTILITY V EAST OF ORIGINAL ALIGNMENT. SSMH#20 83 (18" PVC) N) 3040 4.7 18" PV S EXISTiNGG ADE 5 MH k20 48" S A 441+67 p 3 _ — 3040 RI '38B6cE5' 036.20 IN IN98PB.d� 3023.97 (18" PVC)(N) IN IN 3024.70 8" VC E -- ---- --- ST .441+55 OUT 3023.87(1 "PVC)(S) STA,442+EXI TING CULV RT fN EXISTING ULVERT N .30330± INV. 3031.3036 � — _-- ---- 3036 �E XISTING OR DE 3032 3032 3028 3028 460 L.F. 18" VC 4 346 L F. S=O, 3024 3024 3020 3020 PROFI HORIZONT L SCALE: 3016 VERTICAL CALE: 1"=' 3016 v,q qj �q 4 N q 437+50 438+00 438+50 439+00 439+50 440+00 440+10 441+00 441+50 442+00 442+50 443+00 443+50 444+00 444+50 445+00 x WL z 0 l` W rr^^ vJ W 5 o ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVFMBER2008 CTA4 ElWY93UTIL CADD FILE: HWY93UTIL-C301 AIR( [If IF( IS FNGINF..1:RS SEWERMAIN PLAN AND PROFILE SHEET C306 \\ \` \\ �♦ ` !r / j ti i I� ._ I j j _ \ ( \ CALL WORKING DAYS BEFORE YOU DIG 1-800-424-5555 \ \y Y 7 / - _ - / / .. �\ \ GRAPHIC SCALE �' STUB � I, \ \ \ -•- l \ y SAW-C�1V / \ ♦\ JO' 0 IS' JO' 80' _ _ _ - \ --W/CAP;Cj-. ` /� - ^I \bbL1\ ---- - PAVEfiIW1JT -_-- \\ \\ \\ \ - (�---- f-I�♦PA\VEM�M7 �� \\ �%` -�-� SLF-B-B�'f7 // \\ \�. \\\ \\ i J - - d ( tN FEET) ♦\ - `- �� - �� W/C (J,40P \ 45 \/ � � 1 Noh m 80 1t RIGHT-OF-WA�UN / \ \\ ♦ --________ !� / ♦� ��_-� _____� _ -__-- -- _-Y- - _-„ -��___-__ _ ____-_ _ �__.____-. _.__ _ = - - ��_ ______ _U RIGHT-OF-WAY IiNE - -\�^ i _ _w._-- - - —�--- _ ------ �k7'W'-= - —e---------L-==4>iBxW��i'-i- 4a Go-.: Y-•`_-e,_--•_ _ - _ '-_ ___-""�_-�-- ------ --- - -- f -- SMHi117 9 _ __-_i i S �'SS' ��------- S� ♦ S5 _ ♦ _-'-----------------------/ - -'--.-'_' EW IGNMENT _ - _ _ o _ ---- L Y4EW#16NA1ENF___ _ _-__ __- 3_ - - NEW ALR:N'JIE - ----- .. .✓ 'ham. _ ..,.., .•. ._ '... _z,., „ :.... f, .,- � :s .. ... > z ._, ,... _.,. t .ry EST,.. 1.,: 1 . n .. .. ...,. •z ... ,.,,, ,.. 4 l l i :frs v.._•x fs:,.-„ :.:ram. -.; v,. }_ :. f .. - ,r ,:: -r.:. - t r S / I } s , , - ----------- --- ----- - - - - - ____-__— _-- - -__ -_-__-_______-----'----_----_ _ -__ _-W - - - _ - - - - ---- _�__ _ ------ _ ----------------------------------------------_--_-____--- ___-- - —,--___-- ------------ -_ __-- ------ ---_----------____--w ---,vow-_.->- - -_ MR ------------ -------------- ----_>-----u -----�_ -3 ---- - ----Wi1--« ---_-,-� ---____ WM"W,IYVMm WR1 - - l'VIN t' -------------- l -_- 1 �`�r �� 560.00' NO° '40" �� '- --'-___-____-_"- ♦ U R - YIINE r N1q 18'51 `\ I Q 7r i I ------------- \ I \ a`t � $ NOTE: GRAVITY SEVER AIGINMENT MOVED TO AVOID LIVE UNMARI(ED UTILITY 1' EAS70F ORIGINAL ALIGNMENT. i19.5' 199' SSMH#19 t8o• SSMH#18 SSMH#17 n1safi"� Q 3303G rre-'42-1- 45+13 303 .71 INV INV t 3022,88 (1 I 3023.61 (8 "PVC)(N) PVC)(E) 3 3036 INV UT 892R-.%8 3022.76(18" VC)(SI SSMH 18 48"9 STA 44 +59 RIM INV IN 3031.3 301 .71(18"PVC N E ISTING GR E ;NV IN 301 .41(8" PVC)( ) 3032 INVOU 69Ni930 7.6q 18"PV S \ \ - EXIS ING G AIDEQ 3032 417 48" PJ - --_ i STA 152+14 RIM 8i .r 302 .19 --'- - -- --� \ INVI 3846rB;<316.'S (18"P Cj(N) 3028 INV UT6946o9� 016.09 19' VCSt `-- -_- --- 3028 3024 346 L.F. 3024 =i, 0 3020 18" PV 3020 355 L. . O 5=0.40° 18" PVC 3016 3016 3012 PROFI E 3012 HORIZONT kL SCALE: i' 30' VERTICAL CALE: 1"= ' > N 445+00 445+50 446+00 446+50 447+pp 447+50 448+00 448+50 449+00 449+50 450+00 450+50 451+00 451+60 452+p0 462+50 W � w Z O z � w z O t C/) � W O� uz z no O ARCHITECTS ENGINEERS ALL RIGHTS RESERVED DRAWN BY: Mu CHECKED BY: P.WHITE DATE: NOVEMBER2W8 CTA9 HWY930TI4 CADD FILE: HWY93UTIL-C301 SEWERMAIN PLAN AND PROFILE SHEET C307 CALL 2 WORKINGJDAYS E EFORE YOU R I I OVE&REPLACE" --- --- - DIG 1-800-424-5555 ' / 44 LF 8"CMP CULVERT ��"1 .(3EfAPHIC SCALE "ui -- W .`�� /S W-Ct1T '5' 30' 60' `\ �------,-,,.--_- �� PAVEMENT ` }\PA AENT --' OFF 2 _ U--------------'� NO°t6'40"W ia - iGRIGHT-OF-WAY LINE s ___®� _ _ _ _ _ _ _______ e0 -- _—��53+00 454+00 d �__., ____ pp-- _w ____ -�� _.� _re _._a ____ _a-_,_.-._.--;...c _ s- °- RIGHT- F-WAY LINE -- 455+ ---_- ___ _ SSMH#17 o1a `-- ______457+00 _______._______ 4 ,.__..-___.____._._.__._._ _.___._._.______ ___ 58+00 ________- 4. - -- - - -_ _._ ___ _____ _ � � � SS �� Sg ss -.1.-•-, ___ _ ___ _ _ SS SS __- ----- __ ______ y -- ___ - SS H#15 � �� - -------------------..-.-.-_--------- EWER ASEIINE 1- ___________..-' .- --- _ ----- __ 1 __ _ _ - --_-_-_________________ _-__ y -- __ - ___-______ _ _- T-�,_--_._--__ _________NEW ALIGNFIEf4T- - ---_ �� N ��_______________-R�6NMENS3 _-______.____-_ - - - - - �_ _ 1. L ____ __-_-.- , C .. .. a _.. r•"u.. ..�:. ,. - .,_ .. '> . it .n t r-< r , ,. .> ..+ _. r.i :-r , ;C, T;. , .. :, :,.. . _ >. „ x .>' - c 4 .. - i' ., ,., .. r.., ,, i-. s « .....sr r.. ._.-.,•aT .. � ...e.. v'- � < ... r - { � { ,._ , f .d. « :, :.: -.. -2' _r <. ,. .t ,•. � �vIDUFr,P.r. n. ..f. Y.,K.. ;. S :-,v. �^y . tiXd .f=v s i< t. ,, }. :..., .on .s.. .. ..J�.,> _ r--.4, .. ..,.�•. ,. ,. ` , V r .,.:f< .. s. ,z . J, :. ,. , _. ..r• : �, z..Yt . _ .� � , ..Y; t 4 � -.J 4 t". �i _-,.., ,.<'v,.._..,•t._k.t„_..fn.:.F .s.,...s..,. ��!>-, 'ka. ., _.1. -.�'., _; ,.,1 ,-. z ,. p:._:t ,ai:. 5. t.>. ..5, ( �s= 'W �3., ,S RY' 4. Ss -( G s e v x r Y >' } j � � S � � t x"T w s1 >n ] x r a• s 2 a a t � i x a < - - - - ------------- -------------------' - -------------------------------------------------------- ---------- _ ------------------------ - ------ ---- - - -------- ---- - - ----------------------------- — - ----------------- - - ----- - - I wm -_- -- '-Vtn�-- WiYI -WPF - _ Wht WM --__ M _ _ _ _ NO'16'40"W 600.00' +•� 10,51W ri _ �� _ sbZB -_- - --- \ I ¢ 7 /� ---ram `1t j r� it •� 3,AE,gb< U I T-OF- AV LINE 3 NOTE: GRAVITY SEVER ALGINMENT MOVED TO AVOID LIVE UNMARKED UTILITY 1' EAST OF ORIGINAL ALIGNMENT. eo• fez• SSMH#16 SSMH#15 3032 3 3032 SSMH Al6 (48" 0) STA 455 56 RIM 3026,17 --- STA. 4 +42 ;NV IN 3014. 0 (18" PVC)(1) - E ISTING Gft E EXISTI G CULVERT INV IN 3075. 3 (8" PVC)(E 3028 INV. 30 3.3i: INV OU7 307 .30 78"PVC S 3028 STA 455+86 EXI TING CULV T 3 -- -- _ l __ � INV. 3022.91 SSMH 15 48"O STA 4 8+86 - - EXIST NG GRADE RIM 3021830 11% INV NV . (CJ 3024 OIT 518"1PVP S 3024 3020 3020 342 L.F. S=0.50°e 18, PVC 3016 3016 330 L.F. S=0 50 18`PVC 3012 3012 3008 3008 PROFILE HORIZONT kE SCALE: 1 =39 VERTICAL ',CALE: 1"= ' 3004 3094 rn N rn oN a N (n N ry N o N o (n o tty 452+50 453+00 453+50 454+00 454+50 455+00 455,1 456+00 456+50 457+00 457,50 458+00 458+50 459+00 459+50 460+00 •/ Z O W C/] W 0 � W cn CTA ARCHITECTS ENGGINE�ERS uvwisltit DRAWN BY: MLJ CHECKED BY: P,WHITE DATE: NOVEMBER2008 CTA# HWY93UTIL CADO FILE: HWY93UTIL-C301 TA Alt( IIIII( IS FNGINFF.ItS SEWERMAIN PLAN AND PROFILE SHEET C308 # CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 - - - - I I . --- _. I I _ _ ---- ---- - -'-- - ---- g - _ -- -- - ----'-__-------_-- _------ �� SAW I ------- - - ------------ --- uJ -Cult ----- -- ---._------- -------------------------- — -- -- --'--------—' — -- ---------------- P-___.__.____- `- ,•-`_ - '•_._- AVE -__-----•-- D -__-______/ -_. U I I 5 LF.-8"Syl?B i� f _ - - - - .-.. ____________�_, W/CAP 0.40%\ \ __"'- RIGHT-OF-WAYLINE U _ _ --/ ! If / \ - - - - __ __ __ _Siaoh a30.--tk -' - _ _--._•_.-_�-_:____._ _ - �- _ _ -___-__._-_-_ - _.--___ _____ _ __.__._.__._ ' -_. yy-� " _ _ _ _ _-- _ - _ _ _, _ _ - �•.•-.�.�_ +�---«..�-.may. �._,__--.,-•,��.P _- �a�-465± ___-_--„^"---- _--.__ _ Q=.__. _ ..r d61+00 T -- • "-_-_--=d53+'08' - „'iSC+D0._o _-,�_._-«_Ir - -__.'" ._._ -'- -___-9 -- _ ____ _-__---- - __________________ ___ 4&5tOD-_______.___________. _-+1BBs000_ _ _ __._.------< 0--- / SSMHR74 - 467+00- __ � SL'OVER'8�6Eljf`�E ----- --_ -v=-i-_===_$- ____L. Sb'(iATiu13 - L.____-L-----I'--- ,..1_ ______-__T___ __ _---------- ---_1. _ L �-__ - - - -________._-__- ____ , - - - - _ _ ---- ._._._L?ST�ER-\_¢,�@_NE _ -__________________ - �. ♦ � i V 2 LA 4 6 v'. •4 x ♦ >Jz.., rrtiY Sn 1 h , 'N t � V tea .. ,r .;, ,. ..... ...:.. .. ... ..- , , •Y � , _w 3 r .. .. _ , ,.. ,- .•.!.. _ ',.-..t..., .. _.. .... e. _ .' 1. .:. w ny :>. . , r ) ...:_::. ., 1, /,. ... ,: .?•S. .. .. - ,. � -. , . ... .. , ,F .. „ _ .. .:': .:.', ,.. .- "'><. Y. , _. F ... .. t -.: - ..: v. .>✓. ...>.:.. -. ,.. .:. ,. ... .:. a :., is ,� n ♦.- .. .. , / ( __ —__— -------____—-- ---- —__—_— — ---—_— _ —— ——_----- —_----------------_____—._ I_ —_-1 __—_ — _____—__ ----_ --__--_— —__—_---_---—____ __ — ----^ _--- ---- iU —r / T—i--t--_-- ------ _ —__— —_--L ------- o -- -------— •1 -----_---_ -- L --------— — wml _ _-- Lar -- ------W_ __ ___- 3NM- WWMO R —___—_--_— — - / NN •--- _W- lrk} _______ _______ -, _---_----_ --_ --° .---_ -,../.- ----P ----- �:-=-_,3.0✓9 RIGHT-OFWA Y LI' -M -•__`____. 3t- ♦, .—— — — — — — G i IM SSMH#14 SSMH#13 '- SSM Nib (48"e) STA 62+12 RIM 112114 STA, 451+ 1 INV I - MS.Fg 30 0.81 (18"PV )(N) EXISTING ULVERT INVI 38+9-6+301.54(8"PVC(E) 3024 INV. 3018, t INV T28i9.68 010.71 18" VC S E ISTING GR E 3024 STA. A62+ 5 3 EXISTING CULVERT - ---- INV. 3018. t SSMH NI3 8"O --- --'- ---- - - \` E ISTING GRA IF RM S46�0+4-6f 3017A3 INV IN-68B . 3008,98 ( 8" PVC)(N) 3020 ----- INV OUT38 &4+300&8 18"PVC S `- -- -- -- 020 3016 3016 18' PVC 3012 461 L.F. S 0.40 3012 S. PVC 3008 3008 3004 3004 PROF( HORIZON L SCALE: 1 30' VERTICAL GALE: 1- ' 3000 ti N M a m N tv N m N o � of O 3000 46C 461150 461,00 461+50 462+00 462+50 463+00 463+50 464+00 464+50 465+0p 465+50 466+00 466+50 467+00 467+50 I--1 Z � H z W F"a W O G LLJ C/JJJ � �1 �T QI ARCHITECTS ENGINEERS ALL R116�iRE DRAWN BY: MLJ CHECKED BY: RWHITE DATE: NOVEMBER2U08 CTA# HWY930TIL CADD FILE: HWY93UTIL-C301 T AR(IIIIF("IS F N G I N F F R S SEWERMAIN PLAN AND PROFILE SHEET C309 ALL 2 WORKING DAYS BEFORE 424- 55 //, \ \ \ `\-------- --------- J --- __--------_ \\ � \\ `♦ �� BL.P:'12'�S�UB---- _____ `♦ REMOVE&REPLACE -- - _ ___,_, _ __ - - - •... -_ _ •--,� \ RE OVE & REPLAC `- .40% -'-�_ / - - i�-_-_--- /: \ \ _ r -ll_ _- / 84 • 18"CNfP CULT \ \ \N _ _ _ -- '�- _ �g�y - _•I =® Wirer_ —===ems_-_ "h --.= ---- A OVED ZNO \ \�- ♦ \ ♦ \ N14.\8_5/i „ O-- _—_- 8 FmIB"EM r:4w4!.. ._ _ _ =•_xn��--�'-��_T.L CIEC;lY-"- -- - �- _„ } 1 0.64� NO.16'40'*\ --- --"` __ ` ______-._ RIGHT- -WA -__._-_.--_-_-_-_-._- '-___"_ _ - - ___ _- -__- -- _______________ '-'-___ -_-_ - _ __-. ---- -.---.-.__ __--_._ _ _� _ __ __ _ _--- \ _-____---_--_ _---(-QF-F''r __------_--___-_____ _ m _ ____ _ - _ au±oa a73+eo- a-7a+oo— _-_ _ m __ ___.__ - ___ 4;-y � a. 67+00-- -- - ._-__--� - - - - - - - - - - - _ _ --_-- ____-__- _ ` s _. __.. -_ ___' ""-_-_ ' -"-1 'i---- - / ------'-_ _-_-_ - '§EW / / 1 •-_t ��`/�� SSM�#i2 _cS=T-----T-----T-----r---- fir-----r-----r--- --7--------__-- - -- RBASELINE Z _.--4-L----J. -.L i/i/ {\\ 1 ` ` 1 - _�3__- J_-._L_--- -L__ --"_I_----J-_---- -''L--___1__--_1-___----L-____L_____L____-L---_-L--_-J-__-_ice'/ _ d .t y.. S i 1 A `A . r A g 1 W k t 4 s m C Y S 3z Tf x ,. .., -. .. ... f.. Y .\ ' .. , _-. `.. _ -- -n� - - - - -- - -- - - - - - �`----r---�\ ��I //// -------------- ------ - ---- ----- --- --- - -------- - _ _ - - -- -- -- - - - - ---------- -- ------------------------------------------ _ _ _ _-______-_ __ _ _ - - ---------------- ------------ --- --- - - -. _--'----_---- ------'-----_-_.-_---___- / 0. �'..____ - _1-__ _ \ \\\\♦` ♦ _-_.___ - ' wm? ` ` `------- — — - -- -- ----- - - - ---- - -- -- - -- --._- _ _ .._-_ v„ ---v„-\��--� - ) i \\ \ �tM` ♦ t \ VVM ____ _'_VOIGY o..,omsg -'M1,'M; --_--Wtvt__-__--_-_-_YVhY-____'_'_- 1MRt"_�_._-_-- =NtuF _______- -e,'-------------------- _- ___"_________ _ WtvL---__-____ 4V#T ___._.------------- ---' ----- - WM LIP] ____ -\�- - - - - - s J-�. _ - _ - __ __-__•,.__- R T- -WAY LI E 1680.00' NO°16'1(0" I\„ ( I \ \ \ `♦ ` \ \ - - - ;-'_ __ __ ---- - ---_ _r - -_ - -_� RIGHT -OE- INE _-_---- ` 9f 19D.5' _------- 179.5- 179.5' SSMHH12 SSMHt111 Ar. 0 3020 EXISTI G GRADE STA. 8+16 8+83STA SING CULV RT 3 `RIM 43,793020 3015,27 EXISTI G CULVER V. 011.2± SSMH i{12 (4B" 6) INV IN 3005, 8 (18" PVCX 9+61tiwP\m 4 Dl— 9+ 0 RIM 30.18ST 473+24 EXISTININV.STA G CULVERT INV i �2@BE4+ 30 5.58 (18" PV )(N) EX . I TING CULV RT STA, 411,04 \ \ INV. 3011-± INV( a896;A4. 30 6.98(12"PV )(E) IN 3010.5± EXISTIN CULVERT 3016 ` INV O TSfiB6.9+ 006.48 (18" C)(S) INV, 300 .1± / \ � E (STING GRADE -------- --- 3012 -- --_.,. --- 3012 STA, 469+22 EXISTING ClLVERT S=0,80% INV. 3011,8±- 18" PV 300E O 5=0.3 ,6 3008 8" PVC 436 LF 3004 3004 30DO 3000 2996 PROFI 2996 HORIZON LSCALE: T 30' VERTICAL CALE: 1"= O 4j �2 ' � �2 ry' C�l 467+50 468+00 468+50 469+00 469-50 47C 470+50 471+p0 471+50 472+00 472+50 473+OD 473+50 474+00 474+50 476+00 811� WL z O F-N l ' W L� z � z O 5 1� 0\ V Vi W a fTi Fri ARCHI AECTS ENGINEERS ORAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 200E CTA i, HWY93UTIL CA00 FILE: HVJY93UTIL-C301 T A k ( I I I I I ( Is FNGINIFitS SEWERMAIN PLAN AND PROFILE SHEET C310 2 WORKING D R CALL G DAYS BEFO E YOU -_-- DI G 1 800-424-5555 __ - - `- - - --- --------------------------------------- Sao -' GRAPHIC SCALE S� IN Pt�1� 8LF.y8"STUB 6 - __o --_ _-_ - ___- ____-____________ __ ______r_H E ____- -- __ _--- ----__ t79+6p-----------— ---4 ------------_ - _ - =_ • ____ ----------__--_-_-------- ---__--_----_ _ _--_ _-_ - ___ ------------ TIT ._----- — — — — — --_. —.. -" -BLOC — �._._ _— J 1 �� _ _ —_—'-__-- --__1—___ _----------------- —_- — — L___1_ L—_—'t- --------------------------------- - � v — — — -- — rr(�t,� �t 6 P.-m '/�l/� <I«,'r �, a ,.. u. . , 'l+ , „ ... .. <a' ...,. .•:^, ..,...-:. .. ,-w ,. _, ... ., _ -----------------.-.. - --- -----`---- ------------------------------ ---------------- -- -----------------------___-__ ---- '_.- - - - - - ---- ---------------------------------------___--' ---.. - ---- - -- ----- ---- ---------- - ----------------- ------------------ -- - ------ - - - - - ------- ---------'- - - - - - -------------------- --- ------- - _ -- --I ------------------------------ ----- �_ ....,_a -__- WM WM VbVM - W-M----- - - - - - - - - - - - - - - - - - - - - - M WM WM - AY LINEVO _-- _'-_-_-_ -- _-2 _ 1060.0 RIGIif-OF=WAYLINE� �'��_--------- .-.. f/ _ Ifl0° 180^ 100- SSMH#10 SSMHfF9 SS H#10 48" SS M 119 48"P1 477+92 STA 82+02 E ISTING GRA E J.ST I 9816.ffr 3 0.35 RIM 3001.54 IN IN26B4:78- 001.8308" VC)(N) tNVI •9999;68-299.64 (18"P )(N) 3012 IN OUT 3001.73 1 "PVC S INV i 2999.90 2 99.37 8"PV E INV U7 2998.54 (18"- VCj(S) 3012 E ISTING GRA E ST .487+69 '---_- EXI TING CULV RT 300E ^ _ - _ INV 3004.1_ -- �' _--=' =� \ _ 3008 S=O, 75% 3004 1 "PVC 3004 410 L.F. -U. 75% 18" VC 3000 3000 2998 2996 2992 2992 PROF[ HORIZONT L SCALE: 1' 30' VERTICAL CALE:1"= 2988 0 v m o 0 2988 475+00 475+50 476+00 476+50 477+00 477+50 478+00 478+50 479+00 479+50 480+0, 480+50 481+00 481+50 q82+00 482+50 O �1 � z 5O Cr� LijF--11 C� �1 rrl ARCHITECTS ENoGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVENBER200B CTA# HWY93UTIL CADD FILE: HWY93UTIL-C301 TA nR(Hill( IS tNGINFFRS SEWERMAIN PLAN AND PROFILE SHEET C311 l CALL. 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CRAMC SCALE • REPLACE ``SAW i REMOVE088CMP 30' 0 15' / 30' 80' ULLVER7-� / `�\\ PAVEMENT r ----, REMOVE 8 REPLACE \ - _ RIGHT-OF-WAY LINE. 56 LF - 78" CMP CULV�RT IN ) N0`1G'40"W----� _. .- 820.00'NT16'40"W \ 1 Inoh f 90 It ._,---' q•1B5 A- AY LI E i _ _ ��--_---- --[/-------- _�-^_—_------_-�- _ _ -�-- —I Nl:/__- 4Q,00_--- �60.21 ------- - _ - _ - __ _�-.\\, --_-___--L _-__-_-_-"__ '-� -- 48 __-_-_ Aw _-_-- _ _ - -- --- -r Ew-�SEfaN� r .---'t--^--r-----r----- =====c-----r- T-----T---- - _ ---_r- - L — t --L_„ ,L I � �Wh � WM 'W Wh1 fL'iM --_--- Al ---__--__ o_+ \ r � _ _ M.4 — _ _____ o W` z - f z � 4 [ _ s F S el .:�:«- '`t 1_ A 2 4?. ziv"' =l x v: r+. ,/. '''^tom• +5. y ��AA�� 1. y. Y'S t_ . -.,. S. t M� t• � .:>. .. ,.. ., .0 ...., a ..., .. .. r.... a. .:v. ..r _. i ,So �,.... , . ,. .f ,. ..,.ry .r ..-.: _ .( a,.,. .,. ,, > .. „r,� ,.s. .�. ,.t _. •, 1� . ,.. ,,. �n ,.fir x , ,. �. �.•=:-f ,,.. .. a - ' F W S- i > t ,. a .. .... „, .... ., ., x-,., ,. ..�.. ,. .. -. ,- ,. ,-.. ..s., -'. , -r t ,.,. ........ .. � ,I. _,..... s.:. .. .. ... ..... >. .. ,. .,.. >. ..r. _, . -.. 1. _ ,. .. _ ..• , .-.. .L. ../.. xi -..,, .. :>• , ,:,, .,_ . is ... J---_—_—_—_ _________._ -- _ _ T r ^� 5 • l _ _ r _ / _ _ \ r � _ -� - - - - ---------t------1- _ - _- -- —_— --_-.--._----- _-----J-----J._— \-" _ _______________ — — I I Y)-• / R T- - A tNE bVlvl LVhf WM INTr \.,1_ �._—____ — _ — --, __ _ __ _ '2J�, —'�'I _ — / R H�/OF-WAY LINE ' / ��^_� 14 / X\ I / L BO. N/ 6GA- 1060.09 N(I'll10"W 80` tea• SSMH#8 SSMH#7 3012 3012 STA, 111151 =3� EXIST( GCULVERT 3008 INV. 3013.51 SSMHd 48"PI SM Hp7 4 '0 \ STA 486 07 TA 489+13 3008 \\ XISTING G ADE STA. 485+ 6 RIM 3094,74 3002.50�9 EXISTING ULVERT INV IN 2995. 6 (te"PVC)( NV (1 "PVC)(N) INV. 3000. t NV OU "+�•- 29. 46 18" PV S C) NV OUT 2992.5 18" PVC 5 ��-----' ---__---_ = E Fs KISTING CUL VERT 3004 "— / \ I V. 3000.2t 3004 - — \ XISTING GR DE STA. 489 27 \ EXISTINC CULVERT rt ---- --- INV. 299 .6t _ 3000 ---_ --_.----- / 40 L.F. ^' 3000 5=0.75 C 346 L.F. 2996 =0,80% 2996 8" PVC 2992 2992 2988 PROFILL zsaa HORIZONT NL SCALE: 1" 30< VERTICAL CALE: 1"= ' o m o un o 0 0 0 0 0 a 482+50 483-00 483+50 484+00 484+60 485+00 485150 486H 486+50 481+00 487+50 488+00 488+50 489+00 489+50 49D+00 lil z O � W �C W z O 5 t � W � C/] � I� W a H O z nO O ^ U ARCH IECTS ut ENGINEERS DRAWN BY: MLJ CHECKED BY: P,WHITE DATE: NOVEMBER 2008 CTA4 HWY93UTIL CADD FILE: HWY93UTIL-G301 L SEWERMAIN PLAN AND PROFILE SHEET C312 / REMOVE 8 REPLACE / 80 LF-18"CMP 340.00' ) 1 r12' STUB -_ -RIGHTOF-WAY`INE N�`56'40"W /AP -___--- _- / @qY _ /.� _ - -._ -_'--__ _._ -_ _______--.-_ _ _ <--.. / ref -./ J7 ;�.. _ i�1�1.12. i-,4 OB, --_ -- - 49'ta00 - ._-------------------- ___---." \49 /-__."'___--_ - _ 4---------- - _ - -493110_--__--"---__- ----------------_ �_ — —T—\ws M -N10.L-_ -1 J � �-- WM "T'�� "CVM vi ` SAW-e0r ! .PAVEMENT ___,-__- 7p j; i2 6OVE & REPLACE .t" 72 LF. 18"CMP-EHL+VEf4- T-OF-WA1'LINE- / / _ �— G i -i -/ _'--_ - _ _ _-_- _ - _-- 7117,6��4e�'--,-. i1JGR / - �� 'i' �- ---__- _-___ _--__-_--__- _--- _-_ _ ___ __ 12g, SSMH#6 / CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 ' GRAPHIC SCALE 30' 0 15' 30' a0' 21G4TR6F-W_ AY LINE IN FEET ) —1" — 1 W.h - 30 ft. < I f t 3 � F � f ZOOS r( f C 60" 8 DR P Q 494+11 3W4 2992.39 2981. 6 (18" PVC" ) 299C JINVIN DROP IN IN 2977.3I (18" ICI(N) INV IN 2982..4 (12' PVC)( ) DROP IN IN 2977.34 12"PVC E STA. 90+07 OUT 297 .24(18" PVC (SW} EXIST NG CULVER TA. 493+79 INV. 2 97.9f XISTING VERT / WINV 3000 V. 2998.5t 2992 EXIS ING GRADE 2996 \ 2988 ` STA. 494+12 CROSSING ULVERT - INV. 2997.3- C 2992 a53 L.F STA, 494 21.40 2984 4 PROPOSED 14" WAT MAIN S_2 8% z_ II 2988 it 180 LF - 36" IN. OIA. 2980 20q L.F. 3 CASING 00,/a 2984 2976 zsao PROFI PROFLL 297z H HORIZON L SCALE: 1' 30' HORIZONT L SCALE: 1" 30' VERTICAL CALE: 1"= VERTICAL CALE: 1"= N N o a z Hz U zo O U CTA ARCHITECTS �ENGINE�Ll DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER 2006 CTA# HWY93U'fIL CADD FILE: HWY93UTIL-C301 SEWERMAIN PLAN AND PROFILE SHEET C313 >" • n _.. M . Y e�i �.: ..... - ., r......c✓ .1 �,apt' . .. .. a /�.. �, < .�1- ... ,.. „ ......'. f t -;.. -2 ., 1 ...>s.<. ra a e, � y. w , .,. .r... ... .yl. F.. �:,. .. .: .:. ., ,..,. , .< '. t :;, .. ,._ �.. •c, , 1 .�. - . ,.'4a. .. X. • ,..Yh, . .. .,:, -.. �,- t£ _ -. !° '' - - 1. ".a^ _ Sk . a .V r, .. .el„ -..a. ae. .<. _... ", ....D , i t, Y,.Fr if. 1 i.. _ ".> y .y .../. .. .- e. .i d vf. T. .,t,- .-ram _:``, . ,. # .:5 3 ,. ... !. .. .. •,. .... ...,.: ,. ,.'� t - f:, ,• uU 2.. i'. ! 1� ..... � . ". ..$- t -.T .i ..,ia. .,... 'f9 .-, ._k F. t >. :..a '' ". ..._•. -2 -c. � y ,.-.., ._ _ ...,....-:_ -._ , - Fed .. .z. � a <., __ t .,=� te.:. •.A-ro '-34 :.{, . i. _ ,q 'fit J. F ?i � t '? t: . 4 '.Y. .:. � ,.. mr�k s� .., . � "c F 7. -}, .. ,•4 -.. 1 ,. _ �.� b , l.. 's ...-.,. s "X . � ..- i' , .. ,-t- . L. ,.- �� .c.. )'�;.. f �.a.t Xg, a�^r �. �-, :<. «. .< x.w. _ Yv ,. .rYs .-a,. X .,'}.. r. , ._ r v. ,.. .. .... ..< -^•.. -,� - i+.,.. x3' °:A, ,��:5:.. ..� f, '¢ ( � �>'1u„ \u 2p � ;'`...,,r`N �. ,. .,,. b" Fx �:'. � ,.. a ,.._ cw .btu r= � .:;:. '.�:- G.t ,..0 da*,.. .Y. .a:>z.. .a,7.rk _ V, *z ;•,x3`s^ c. .t Ott , _=1 •,s r � :s--. s S il' s✓ 'd}i .l�vc.. v S _ul s Y £? .. .,'S :. w 5 .c. .`S..,r .. r . .. .+. ., <r_w ..r t r �. r "':�, v� :3•�. 3. ll' S �::{Y i ':'e.-Q .� 1."':X`E _ , r +.. l' \ri� �' � - - I.Y,. C 'v. - F .. ,. . ? . �.. - .+ .. • _. , . - .ti.. _ S,- Cyw .. i�.' 4 �" „ .I-., «;z_ .. ,„,wa-. x;f s,:.�c;, ° .{, ,.... yy�.�- '35 -1�. x f. 4"„� 5', j. T. ry r,. ,-t .. .:uc' .aa•�°� s.. ;� - r, :4r{$-,.*:!-<.v x:s. - --__.---.-__----- ` � _____ _-- _- _ --___ fit0(T _ _ �"'- -- "• ..--E.V�IE4243A'SEL'Iti� _ ----- __--_-__--_-_-_ ` /1 REPLACt ALt'__ ._- -_ I ��- 4 tA4 _ _ _________ 9+00 \ / PAVY WENT �� - 42__ boo _-____ � --__---�-- 'jJ- -- �� _ \ / '�'� _-_-----�___-_-___-__-_ -=i/� _ __________________---- __-_------ �--L-!--_-i ~�� s- =�� _ 9]g- =_ _•�°._. -BUT= .� N 1 0" .00' / _ 4 •.. \ ------------- ------------ / i� RIGHT-OF-WAY LINE i SAW -CUT \ �j..,♦ / / / N73°45'30' -` P MENT UNDERGROUND e\\ / i)------.�'_'l UTILITY DETAIL ( \`// / / - S`-------/ r19• 499+75 POWER 3 \ )98 // .: T C401 FOR FORCE --- POWER '� ,\°\ayes j I�� MAI L PROFILE SSMH#5 499+68 PHONE STA 500+14 �98, I \ 1 'SEE FOR 18" STUB y LIFTSTATI I //- TV CABLE y, \ I I 2LFI .))-P @ 0.60% S I W/ Cq/ P\ +` I I 1 i NO°01'37.w I 1 114.08' .r 2,88 \ XISTING GF ADE z29` �\ _, ." . SIM \ \\ Nit 37 W ? 125.41 SO°16'40"E 100,00, \\ \ \\1 STA 496 10 rzr \ RIM 2980.90 2984 INV IN 2973. 3 18" PVC ( E D I 9 9.23(18' PVC)(NE) \ INV OU 29 .13 (18"PV j(S) \ SSM H#4 3 SSMH #4 0" 0 DROP STA 499+5 \ RIM 2977. 9 •2B7J,b.;- 2980 -- hp E (STING GR E 2966.51 INV IN " (18'PV (N) 228.5• i8a- 2962.13 DROP INV N"PVC N SSMH#3 SSMH#2 SSMH#1 - "- _- 2962.03 INV OUT (18"P C)(SW) 2980 2976 SMH#2 72 0 3 SS H#t 72"0 - - - \ 7A 502+76. T "o' 7' 3 ST 502+9G.63 2976 �\ Q NV IN 2960. 2967,68 0 (18' PVC)( ) R. = IN IN 2960.10 67.68 (8" DIP)(N) \ S 3 NV OUT 296 .20 18" DIP E IN OUT' 2959.78 18 \ S A 501+16.8 NV OUT 2959.9 (18" DIPxS) DI j(E) \ R M ^^tee- 68.75 2972 \\ 9Q91 9n 3 \ 1 I V OUT (18"PVC) ) LS 2372 \ STA 503+0 .13 345 L.F, 2960.97 RIM 2967.7 EXISTING RADE INV IN 295290 �e 9es{ 1 18" PVC - - I 2968' ' 2968 2964 I 765.85 L.F. � 1 2964 18" PVC 159.78 L.F. 5=0.50% Ll 2960 I 2960 16.00 F. S=0.63% 18" D. WICEMEN- MORI kR LINING 2956 4ING PROFIL E 9.50 L.F. S= 2956 HORIZON L SCALE: 1' 30' 18" D.I. WIC VERTICAL CALE: I—' ORTAR LI N N N N N rni N N N N N N N N � N N N 495+50 496+00 496,50 497+00 497+50 498+00 498+50 499+OD 499+50 500+00 500+60 501+00 601+50 502+00 502+50 503+00 503+50 z O � z W � r 1 ARCHTA ITECTS .ENGINE�ERRSS psi v DRAWN BY: MU CHECKED BY: P.WHITE DATE: NOVEMBER 2008 CTA# HWY93UTIL CADD FILE: HWY93UTIL-C301 L SEWERMAIN PLAN AND PROFILE SHEET C314 ARCHITECTS ENGINEERS ALL MGM RESERVED DRAWN BY: MLJ CHECKED BY: P•WHITE DATE: NOVEMBER20M CTAN HWY93UTIL CADD FILE: HWY93UTIL-C381 8" GRAVITY SEWER CROSSING SHEET C315 - �.., ...,..III it/.... ... ... I .l,GRAPfUCFZIGH,6,_. c_JO • I .1 11 RIGHT OF WAY LINE ------------- s t t , -------------------------------- aA POINT OF ENTRANCE . - . :.- .• POINT FRANCE -. .r Rl MONSMUMMIES NOME M SEE iiiMiiiiMii �iric iiiMiiMEMOS iSEEiiM M iMiiii�iiSEEM "Am iiiiEMi iiiiiii�iii� ., ONE Imp— iiiiMii iiiiiiiMMMiiiSEEM M M , ! lfflMEi iiiiiNEMESES r . M iiiii iiiiM iiii MWM Mai iiiiiMi ENE iiiSEEM ONE SEEM iiiiiMti==MMMMiMM M M ■i■ii i■i■i■i SEEM i■ii M ■ IEMMiMi■iWIMENS lei M iSEEM iiiiSEEM iiiiiiiiiii ®1001000000 iiGKNEES ii SEEM SEEM iM NOME iiiMMM M MMMMM ■REM Mom! iiMiiii SEEM iiii iiiiMEi wlw'=:. i .,. ONE iiiiiiiMMi iiiiiMii !RE. �iiiiiiiMiM ii.iiM'ii iiiiMM ii iiiM00-0_lKiiiMMiiiiiiiiME iiii�iiiiMMI� INEM.. ii Imi U "MEMEE ei. MiMEMOS M SEE.iMENEM MENEi.M.MFIV iii ii EMi. ,, _ )OMEN Mii�iiMEMOS ii��i®�/eL l �i l lI11 11 iMM Naomi @vwgW MMMiiMiiiiiMMiiiiiiiiii MM Ci M EME iiMiiiSEE ii / iiii ®Miii��M . MM., ��iiiiiiiiiiiii/l�iiiiiiii%/I�MiiMiiiiiiii " •--. -�-.- , ■.�.ii■rl■:�I■i�'iCa�iliiii�i�i�iiiii�iiiii�/% iii�ii�iii�MM ..: ■11111■11M iiiiiiMiii SEEM iSEEM MIFAMiENii iiiiiiM ■1�111■1 �■!►\`�M an'.. M SOME iiiiiMMiiiii•iii�i�iii�iMi ' ■1_i1-■---_Ir'•010M iiiiiiiiliiiiiiii//i�� iiiiiii'i �111!I►�L!�� _`a'.4 . ii�liiiMMiiiii ii .., ilMi lEWgiiiii SEE iiliiMM SEEiiii.iiil MM il>fi' i[IiMil■NIi\ IN�\`i ii SEEM QiiMENE ii SEEM . . EMMIiiii iiiiM iiI. i ,MIEWMI iii1ii SEEM K■iGiiii iiiiiiiiiiii SEE ii iiii■1•i=\, OMEN M i i SEEiiiiiiEEi�� iiOft iMiliiiii�ii///iii��ii�ii��i�i iii ii�\\`�iiiMiiiMM MMiii iiiMi iiMiiiiNINN MiMiii■iiiii iiiiiiMiiiii�� .. MINE iiiMMita\\iiiiii■iiiiiii//�iiii�iiiiiii�iiii iiiiNNIMM �\iiiiii■ iiiiii iINEi MINE lowIffidii►"b l iiMINE M iiiiii iMi i'ii EMEMN M MOMMEMiENIii MONSOON: MM INIMENOMMOM SEEM iiiiiiiiii\ `�iii■iiii—=��iiiiiiMiiiiiiii iiiiii�ii�i \\i�i■iii�✓IiiafiliiYl•iii iMi iii mom M_�R.21 iii�i iiiMiiiliSEEM Mii . 170iTdiliiiiiiiiii��_!_O■�_� %�■i�iiiii�iiiiiii�iiiii i! II�IA#I� iiii�iii��....:�.riiiiiiiiii�iii�� iiiii.Mi SEEM iiiiiiiiSEEM MIME i■1�!I�i�i�iilliiiiiONIiiiiiiiiiii i MIME 1"� O � zzl- C W a a ARCHITCTS ENGINEERS GHTS RESERVED DRAWN BY: MU CHECKED BY: P.WHITE DATE: NOVEMBER200B CTA N MM93UTII CADD FILE: HWY93UTIL-C401 ......._._ ARCIIIIFC IS FNCINFFRS SEWERMAIN PLAN AND PROFILE SHEET C401A GRAPHIC SCALE CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CERTA IN FRET) 7 man- 30 t i/ IGHT-OF WALLIE - vm_�,°,-I RIGHT -OF L N _= a-_�_- - _- , _- -°. -PS 'th' Mar- _____- _--- ----- -- _ = -- I'-N1E[i.B9SF.LttilE-. { _- �-__-__-___ _ ._____---- ` !- 1--- _____ _`_ % ______ _______� - l_ CONNECTS"Ji13P('� '- __.___ ___ ____ __-____-_ -- -- - TU8"CERTA-t,flK_ PROE2SEO - � SiANITARY -_________ ______________ / _L-_'" "___� _ PVC -PIPE �EORCEMAIN G48+59- - _ _! _ - / ♦`-_� / � _____ __-__� --"_________ r_-- v _ ._ - __ BXBSO7 - -- "_ - _ � 3 ? t 1d ..�y r t� .. �, .<.+<. 3t L. ,.; ;. .:. 1..... .... -..: .,.! 9�.x, �. ..-s ' ... r.^. J t .;f• ✓,, r w h.._..5:t.+.. z .t3:r - <2_ F a-��. .. : - - ' .. . s .. ...,..:.. - "".'; ..-T'i' ...__ x,. ,-. ... .: �-...:.L., .•,-T!.- �-r+ .,. T'r' ,. : .. t-'.:_.... .... A \ I i `"- ` -'�, PROPOSER-B=-_ --r--- - - _----------_----'--____ --- -- - _ ---- _ CEl2TA1O SAFRA'R4__-_`-.� < _-_OFIEL CTEN_Vb.-._ -� _ -_� - 0 0 ¢14+� -W{G_P PE _ - - _ �\ \ I t �_8gRA011 BgNt?S _ 12+b(1-'-_1_-- FORCEMAIN� 2G 613+00 _ �- - -- ----_ 61 00 ___- i ^ \-_--__ -- --_- - -_- - - __- ____ _____ '-__ �—fir ---------- GE+ __ _ _ _ — _ rn Q of _ RIGHT-OF-WAY LINE - W - - —=---- h FUTURE LOCATION-' o CO OF 14"SANITARY / 92� --'- REPLACE ALL �' `-'---'� ---- \ "' FORCEMAIN fi \ AVEMENT\ U \ v - SAW-CUx' �♦ i J RIGHT-OF-WAY 1 LINE PAVEj#cNT \\ I 3008 3008 / a \ 3004 / / \ EXI TiNG GRA 3004 EXISTI G GRADE -- __ 2 2 --- --- ST .615+28.65 3000 1 TA. 610+78 XISTING CU VER/'i/ \ / J -- PI STA. 616 r78.02 Q 3000 I V. 2994.9m / /^ -- - - 8"-90°C RTA-LOK w > ll / / � w RESTRAI ED JOINT 6,5+3 2 Q 616+ Q; 2 U --� I > PVC PIPE SWEEP tEGIN STA. STA. ^ z 8"-90 CERTA-LO STA. 617+38.02 r i is JACI -N-BORE BEGIN JAC 4N-BORE g -i- J7P(SDR-18 8" OUPLING 2996 -- '- r E=2992A6 IE=2992.81 _ IN 2993.72 ' 8" CO FLING pVC P PE SWEEP 2996 w INV.2 2,94 w STA.611+2 - OO EXISTING C LVERT - - 't' oZ O INV. 2995.4 - - -_- - --- -- - - - 2992 -' STA.6 4+70 PROMED 2992 8" X 8" SLEEVE 8" HDPE FORCEN SANITARY AIN - --- -- Q 1211L _ Wl 8124 CENTEI RESTRAIN lA_CFs51 DCASING S ACERS 2988 60 LF - 8" C RTA-LOK 60 LF - 8" CERTA-L K RESTRAIN DJOINT 1 4LF-8"CE TA-LOK C9 /RJ REST AINED JOIN f 2988 PVC IPE (SOR- 8 RESTRAI EO JOINT C PIPE VC PIPE 2984 2984 PROR HORIZONT kL SCALE: 1 30' 2980 VERTICAL CALE: 1"= ' o N a o 0 2980 610+00 611150 611+00 671+50 612+00 612+50 673+00 613+50 614+00 614+50 615+00 615450 616+00 616+50 617+00 617+50 618+00 x z 0 HH L7 W � x W C � H a O uz zo O Q U ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: P.WHITE DATE: NOVEMBER200 CTA 11 HWV93LTfIL CADD FILE: HWY93UTIL.C401 SEWERMAIN PLAN AND PROFILE SHEET C402 Z/S •. ra l(1 �—� =° S j 1 1j rr/j jnjln u ' .` e•. I IPE S8"HOPE DR17 I ;, rifil�iifC 9 N 0 / tl Ili III) jllj (1�� '7 yr: /!' CERTALOC ��\ FROM 618+53 TO 620+20 / T) f111/�11 j111111 I I0 15 I ,� i ! / 3'BELOW WEAT ER SURFAC -,3 _ 8„ PE / i� 2'FORCEMAINF OM LIFT I � — f s. j wm 4 / DOUBLE LAYER INSULATION?2:'�°BEND] 1 iATION BEHIN KUM ANDG 90 ft, _ FROM 618+53 TO 620+01_ �'_ - - ! —rm-_ _ _ - _ ASJJGGE53ARY _- ---- _-_-_____.b____________ °f t j /III/1/H _ --- ---' _ ___--_ __ _—_ _—__ __-'� wm��•• 1626+00 - --__... -- .,,_____ _ _______________ ___-68t----_---__ __---_' '✓ / / ! { - _ --INC------- ___ _ - - - — - _ L=_-_-_--", ___r3✓J�y� ,.__� _ .� _ ITARY_. _ _ - .-+"FR,00 —_r !.[_ '- ----------------------vo -------------4-}- ------_----__- CEMAIN -_-_..--�-----------------------� _-__---__`_' -." �� -___ - - '- +y,. 1. iLv:•t, ``��t��;�y� t1.:: ! i -----a — �' ♦.. .:�}�--'; :•T` i�+d� ` - ~ -SX8SO61B'SL"EE4E _____________... _____________ _ _ _-- a:": T- ---- — — — — L_L_--------- -- ; 'W� ;Sal ,t) .,:� Qai:-,Y •;yS F. 4'P -- --------- ----- ------------------_ ----'` — — ------- --- t ... ,, .. ✓ u >a *a f +60 � }ti". ',__ ,e_ ,lx .t _ ,<].. _ w,. F.... , ..r :., .... tr.. ..:c .,-:::.. r. .:"...r. .. Y ,.�.a.. .t:• _ STING 1 ,. 1.. ., ., r w, ',Z"� lON NORTH SIDE ,. _.. ~,� r, ... ,.. - c _ rM ,. ..! -.e J - _ „ . ( c ,. ,.. ._ .. .•e... � `s ,_. ,. ,..- , S' t _ . .. .. _ r-i Ei +i C!- ,L. N SA ITARY _ .... ... ,,«... ,., .. _..t. �. ,,..m — ,f t z. F t s• a x. vE! f c MANHOLE 'I "4'°, 'F '' .._ y.. y=.? �••*rt u z x .s r rc f y�� a r . ._ _ t., .+ 1�•( t ,}Y .: ,_iYu+ >.. .,=.... u' : ... r[ =. 1 .,e, .... _.e; p t� ..fi S. ., , ., _ ..... ._ .. -r .�,�.. :..I . ,, .... r ,... 9.. .. -"s? . .., .. ..... .. ., f [. ...1 AMID , ✓. s+r> s' 6 . r : '} .... �., . +(�(... .. .. ✓ .':,.. t ...J Z m ix ^{ s'•r-`,' � &. -k_ t � _ > �,. .. G(:;, :f, _ ... S -� ... c ;• §.. 1 .... 4 a.-.Y...a. , .:�. .., .._,n.: r,i .. f _>4 n. <t, � ..,, a_ .. ::'r. ,. r _.. • _.., .. :,r- .. i :. 1. ? ,._, ,.:,: et. ,.: .r s .: ;t a. r .R:f. ,Yw r.. ..x t } ..... ,+?•-., rx � , i .. - ,.. - ._ < - ..,. - . - .. , ., _ x. r -- e _ v,s -._ r .,, ...o- .. .. , ,t. ,. ...,,. t, .. .. r 4 .. n. f� .- 1, :. - t".if , i i. a. - �.. � Y A.. i r ,.n x.. t.... 6., x , a.. „ :- "L' • '{ :.. .. .. ,. ... .,tr ., .' _, _r-.. .r ., . .k, a.: T r , -. ., f ,.. .,. ..1__�._ .. .vx , ,.. .,+3 ,.. ,,.. ..-. _ ,. ! . .. :'k, \. a ... ,: � r... ..L, \. af. � a ....... _ ..._ _.t. ,. Y s.:... ,_._ fi. � .. c, � . a. k+., Y. ... .... ... ... .•,_ .. .-_ _ _XF ____ u __-- t2.J?✓.#^'k4Kh.p,, tk ,i}ty,(�yt�` -'7 _ .�_.— T�_____ = �uQ —__--__—.__.�_ ��. �. �-.�._ _.__--- — __._'—_. _ .I., _—__ _ ____ -- — — - — IGHT-OFWAY LINE '-- - - iR LBORE XISTINGG ZADE TARY 3 0 A - -'-'- - - I �I i''"or V 12"FOR 3016 13 EMAIN - .�� ') t/� TA. 623+13 E 10 _ I O70 3016 6g MH I - "� �_ - - _ I w / 2 / - // ORCING ONSTRUC PRIOR ION S2. 625.43 / Z 2 BEND2. °END 12 70WIRED O ER _ STA. 62 +22 3012 EXISTIN 18" STORIJ :21" AS LINE / SEWER IPE INV. STA. 625+4 22 3012 OWER (4'-5') DEEP 4 DE P I CROSS] G = 3070.4t / / - 8"-22.5° BE JO // 7 8" S EEVE COI DUIT -1 STA. 624+71 / B"-22.6'B D ST 624+71 / 3008 / I TIE INTO+ XISTING GAS T DE P NOT O SCALE / UQ- PROPOSE EANITAR MANHOLE 3008 STA. 6 1+89 8" HOPE S NITARY @ 12" ST BON / EXISTI G 30" STO S� FORCE MAI NORTH SI 12"x8" CO E W/ FLING - /v SEWEI PIPE INV. / CROS' NG 005.1 STk I323+7 TIE 8" HOP FORCEMAI INTO I 3004 8"HOPED FCTIONAL w EXISTING RADE i" 3004 I� 3000 > O 3000 STA. 620+0 � r z TERMINATE DIRECTION L BORE 8 PROPOSE DIRECTIONL BORE TIE INTO 8" DPE 2996 SANITARY I ORCEMAIN W/900'RA IUS) 8" H PE DR 17 J_ 2996 PROPOSE I 2992 8" HDPE S NITARY PROPOSE FORCEMAI I DIRECTION LBORE 2992 FOR 8'FOF CEMAIN (W/0.25% E LOPE) - I 2988 I PROFIT zsea HORIZON L SCALE: 1' 30' VERTICAL CALE: 1"= 0 0 o a v, 618.00 618+50 619+00 619+50 620+00 620+50 621+00 621+60 622+00 622+50 623+00 623+50 624+00 624+50 625+00 625+50 626+00 VJ z O 1�1 3 z w O W F-+ � fTi Vj ARCHITECTS DRAWN BY: MLJ CHECKEDSY: P•WHITE DATE: NOVEMBER2008 CTA4 HWY93UTIL CADD FILE: AR( III I F( I I FNGINFEll S SEWERMAIN PLAN AND PROFILE SHEET C403 3036 3034 3032 303 3028 302E 3024 3022 302 3016 .1016 11 4 3012 301 3.8 3W6 3W4 3W2 300 10 art�---'-- ;` SILVERBReOK ESTATES - rttVYVJtU / ITS OF14' L j -- CMLIM tl STRUCTION PVC WATE.RMATN /� 105.00 / SEE DETAIL - -_--_ I I \ 1/W101 BELOW li 2CIV1 TyY \\\\�y66+ III %- --i-r , -�__ �—I—'T'av�nn-`-�_•, —r--WM bp EXISTING DRIVE \ PROPb APP ED �, EXISTING DPLAY \ \ APPROACH D L FENCE TO BE \ \' SRN 31+24 SRN 3ACH MOVED BY OTHERS ! / CALL 2 WORKING DAYS 1I6FDRE YOU DIG 1-600-424-5555 ! / I E � \ GRAPHIC SCAM ♦ 5 5 I ,00' —.\—.— \\ \` ( IN FEET n _ ' A 6119, a •/ �Rr;6111 I1\'fit►1` 22 5- BEN ISTI • V C RN 33 �MOM tii�LAO ®��MMtiL{1�14�1��7��•��i�Ffl�RlE11Ri7lik NO i1��/t111iL , ®M��i�iiil��/��MMI IM M IM MI I•��1[�3��t�lfl� it®� ��1/-1 M M jl = l��MMMI�iiii.7'.�CiZ�MMMMIM : SCC C�SME_CE��'CEEMM_M_M0_C_ME_CM_M_�_C�M_S_M_EMMMI ��M�1 MMM��flw �:�:9��J® CEM0CC�C�mMMC® MEC®RNMEME �Elm'��CC ____ummm �___M__ litmi31�,�__ MEN ®®®®®® Ems ®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®® MEN ®®® MDT LIMITS OF CONSTRUCTION o I I 9 t 1 \ APPROX. ELEC.! t 1 i 1 II ; 1 ♦\ RISER LOCATION EXISTING ELEC. + i i 1 !� YI 1♦ + TRANSFORMER PADS 1 1 1 q q ♦ I I� I I MDT LIMITS OF S,' 1 ♦\ I— I— I d I CONSTRUCTION I I EXISTING '` XISTINGl. I I I\ S 1 w, SAN. PVC 'CAP I a 1 g 1 4 y♦ SEWERMAIN _ I I I ` REMOVE CAP d a q ; a ♦ ♦ � TIE INTO EXISTING I \ I I 16" CERTA-LOK S SS .J.-_ ' 1� I \ PVC WATERMAIN r E *25 - 803+50 ` Cv1�R,aeAIQVE__ _-- _ - I 16"x12" ,CASIGA�,S.,�� ECCENTRIC STA: 801 - Iy N�1�,,_ _' _ - - I I REDUCER 12" C-900 12" GATE _. __ __ I. � _ @STA 803+38 . (� PROPOSED WATER MAIN @ W101 U.S. HWY. 93 & TRONSTAD ROAD GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 moh - 10 fL �w=w iu1*uu 108+00 - - 109+00-- -- -- _- '_-'- 110+00_.__ .._-._ 111+00 STA.:112+83.49 STA.: 300+50.00 1 11 \ f 14' - 22.5' BEND STA.: 44.-T,. STA 113+ 3,1 1 \ \,I t 14"04"x8" TEE STA 300+50 (N) 14' BUTTERFLY VALVE Tj 1 318 112+75 -- (S) 14" BUTTERFLY VALVE S q i 3+110 6" GATE VALVE STA 300+ 1 STA.: 803+58 AIR -RELEASE MANHOLE J.7D W/ VALMATIC 203C14 (SEE DETAIL 310600) RIM= 3027.00 12' INV. 3019.75 - --- 14" PVC BTM. EL = 3018.75 WATERMAIN 11�304 1 (USE PIPE SUPPORT UNDER 12"\E) `\ \ STA.:i }3+9{:GB- 14" - 22.5° BEND --STAND -- \\ r MDT LIMITS OF CONSTRUCTION WATRAIN �1 \ STA. 803+68 12" CAP W/ _. —pas _ gas V II _ _ `�s \�I (- THRUST BLOCK :Ew_. P = b1 `bP m — — — 1+48 VALVE — I �T — ROW — — — EXISTING ELEC. TRANSFORMER PADS \\ UT MDT LIMITS Of /- I CONSTRUCT3 \ t (%tw ( , f:.v \ l Im 300+94 .I a 8"-22.5'BEND NOTE: SEE SHEET W102 FOR CONTINUATION OF r2 PROPOSED WATER MAIN @ WATERLINE llW2y U.S. HWY. 93 & DONNA LANE 3030 3020 3010 3000 +50 111+75 112+00 112+25 112+50 112,75 113+00 113+25 113.50 113+75 S. HI H Y 9 STA.:�4694- \'? STUB W/id\.AP \' "tIj� 15T BE�O K t s \ RISER LOCA IO� EXISTI G WATER —Vs �. bl — ♦-- — k j R-O_W \ i f x ram• HIS SCAM 20 (IN FEET) J 1 moh - 10 fh W � Z O � z O LID W O � � z W zo O ARCHITECTS ENGINEERS DRAWN BY: MLJ CHECKED BY: PJW DATE: NOVEMBER 200E CTAN HWY93UTI1. CADD FILE: AR(NIIFC'IS FNGINFFRS WELL SITE AND WATERMAIN ROUTE SHEET W101 I I 303 303 303 303 3030 302 302 3oz 302 3020 301 301 301: 3010 300I IM, Soo 300, 3000 i1 W g WWWW 11 / . §� \ \ CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 99 50 G0APHI5 SCA50, LE t00' W IW4 Illi 1 j? / 301+53 Q 2 (iN PEST ) STA.3B4*92:9� 3 i Inoh 50' H. W102 35'UTILITY 310+00 3 y 111 / 8" - 22.5" BEND EASEMENT 8" GATE VALVE L0 — 'EG — \ `y.. Sa — — — — — OV — — — — — by \ =rY1.. _ , �'' — .bE y "- — by — pP .-- — — — bP 1 li 8"-90°BEND Q ^\ } ! i oil ! — / \- — — — — — 11 1 U 1 I /p/ I STA. 300+94.4 1 % %—r .�. »�1>(� , / (\ \ U / ery 11I 1!l i Illlkl j 11 8'-22.5"BENtS '<� / /� / i� -�--*v `j / / 77.50' 50' I I I C III IyIJ IIIII / I I _ / \ EXISTING8"PVC WATERMAIN It 3LTO BE ABANDONED EASENENT II II I I j �! Iil1 ~I111kif / k �SEE WI01FI To BE RESTORED ` 1 Jill IIIIkIJ / I 2/W101 FOR To RES70RE0 ( { � \ �- -. I P DRIVE I THIS AREA \ PER DETAIL 21WI02 PER 8" IAP 102 11 Ii! I y>.? Illlklll a Q \ WATPMAIN STA +59 —3 144d I Ilt Ill I I 45° BEIJQ 235. i trSTA 311+36\/ 7" E i I11 I E,�k1, ll9klll I I I _ 1 1 lilt �III1111 I � I SEE DETAIL / 1 "u I III I I \ t/W702 BELOW WELL \ I Iti sia e''= II I I NOTE: ADD NEW ROAD i h khi W�a±✓'' illllll I MDT LIMITS OF \ /' TO D V I E IIII .,,,. �IIIIIII 1 ILONSTRUCTION SURFACING FROM STA.f— I l ljll Illlkll!! I `� 301+00TOSTA. 311+28t .,—"I lz O 11i It 4,A IIU IJ } 4"PVC 1 • o I I'BEND O L ATI O i ' I WATERMAIN —� \\ TA 311+49 RO D LL (BY I 1 +(1 tiW 11£ i s, I Ilikll I \PPP �..7 , inu CIT F K ELL 1 ' I l NOTE: SEE SHEET W101 i k ' Illlkll j I FQR CONTINUATION OF III ' 1VATERLINE IIII Ill/ j � / I i ,s n�'fr. I IIIIII / �;♦ �'�, Z:,-:-Illlklll/ I �/[n --� (g � o� ♦ •� �� lugll/ I I I � IIIII 1 I v' .; I111�1 I I'' a Illlli1 $ I y :1 911 I �- m Illulplo I . ill t, ' j ( nnit'IF — I N 89°64 v" W 235.00' ul fi��ff/�1£�rk�llilh�(Iliiifi•fffi•��II�iLiiill�� ffffi•___11111111,11111111,__fffi•�_f1111111,1fffffffff�lffffff�lflfflfl,-ffi•��_ff1f1f1k1��lffflffff�1f1�1(il>��fffffffff�lffffffff�1f1f1f1ff�fffffflfl,ff1f1f1f111f1ffflfl, f�1I��I��' 't•��lC/��1•.:7�1•��t•1��-'i�i��i 0 03C:�J1c��J�� kffffffffffl 4 I_-ffffflffkiE---- M-11� IMN �� _��__� ��4��J,_r�iC.,. 11•'�0�: :�WWa��.l��l•��■��A�■��MMMMMM l M-Imm. i/i��J•MM�� M��C��MMIM �� °� • f1 1MLSE � � _1-�f�11-IIIII■_11-1__11_11--__1_1-1f�_1__1_1__111__1____`f�1-11111111,111-�111-_1__ 1_1____�-11- f��ff��lf�lf�f�lf�__f�_1-1_1_1--1f�ff�ff�ff�f�1f1f1f1■fffff�fffffffffffflflffl■fffff�lfffffff�ffffffffff�fffffl■-ffffflffff�ffffffffflfl_M_MfffffffM _ff1f1f1f1,MM-lflffff♦f�_ ®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®® Mum' ®® 11 •1 • •1 1• # J 1+50 i s 303+OU _. ___ - 304+00 --_ -- _. __ __..- 305+00 ---.-- _-- --- ---..- 306+00 PROPOSED i WELL HOUSE - BY OTHERS PIPE FROM WELL HOUSE 40' _ d \ /\ / GRAPHIC SCALE / 10 0 5 10 20 1 WATERMAIN LAYOUT ( IN PEST) W102 @ WELL HOUSE I, i-h - 10 tt 3o4a 3030 p 3020 070 3000 0 30 +S�35S1S 307+� S5� 5 30]•50 30]+75 308+00 308+25 308+50 308+75 309+00 309+25 309+50 309+75 310+00 310,25 310+50 310+75 311+00 311+25 311+50 311+75 312+00 312+21 312+50 312+75 313+00 313+25 313+50 313-75 10, i EXISTING GRADE I0 NATIVE BACKFILL I PIPE BEDDING m 6" OF 314"MINUS BASE COURSE .--------W --_ 12" OF 3" MINUS =I SUBBASE COURSE w DETECTABLE �I WARNING TAPE l e" PVC WATER LINE 2 TYPICAL ROAD & TRENCH DETAIL W102 NOT TO SCALE z Uz E-1 0 Q U CTA ARCHITECTS ENGINEERS DRAWN BY: MLI CHECKED BY: P3W DATE: NOVEMBER 2a00 CTAN HVVY93UTIL CAD FILE: HWY93UTIL-WELL AIt(IIIIFCIS ENGINFFRS WELL SITE AND WATERMAIN ROUTE SHEET W 102 EXHIBIT R SYSTEM EXTENSIONS ACTIVITY WATER SEWER TOTAL Design Engineering Construction General Construction Req. Easement Costs $173,813.85 $1,436,015.38 $172,845.11 $0.00 $260,607.38 $2,153,086,20 $259,154.89 $10,000.00 $434,421.23 $3,589,101.58 $432,000.00 $10,000.00 TOTAL COST $1,782,674.34 1 $2,682,848.47 $4,465,522.81 m EXHIIHT C LEGAL DESCRIPTION The land referred to in this agreement is described as follows: Tract 3 of Certificate of Survey No, 15896 in the North Half of the Northeast Quarter and in the Northeast Quarter of the Northwest Quarter of Section 13, Township 29 North, Range 22 West, P.M.M., Flathead County, Montana. AND Tract 4 of Certificate of Survey No. 15896 in the Southwest Quarter of the Northeast Quarter and in the South Half of the Northwest Quarter of Section 13, Township 29 North, Range 22 West, P.M.M., Flathead County, Montana. AND Tract 5 of Certificate of Survey No. 15896 in the Southeast Quarter of the Northeast Quarter and in the North Half of the Southeast Quarter and in the Northeast Quarter of the Southwest Quarter of Section 13, Township 29 North, Range 22 West, P.M.M., Flathead County, Montana. EXHIBIT D COST PER EQUIVALENT DWELLING UNIT (EDU) DETERMINATION The purpose of this exhibit is to document the methodology used to determine the cost per Equivalent Dwelling Unit (EDU) for reimbursement to 93 & Church as referenced in the Late Comers Agreement for Reimbursement for Municipal Water and Sewer System Extensions between the 93 & Church and the City of Kalispell. WATER . An equivalent dwelling.unit is defined as a single family home, The water demand of an EDU is defined as the maximum daily demand of a residential single family home. This demand is calculated as follows: Total people per home (EDU) = 2.50 (Ref. City of Kalispell Water Facility Plan) Average Day Water Demand = 184 gallons per parson per day (0.128 gallons per person per minute) (Ref. City of Kalispell Water Facility Plan Update, August, 2007, Page 1-22) Average Day/Maximum Day Peaking Factor = 2.1 (Ref City of Kalispell Water, Wastewater, and Storm Drainage Facility Plaza, January, 2002, Page 3-6) Maximum Day Demand per EDU = (2.50 people/EDU)x(0.128 GPM/person)x(2.7)= 0.864 GPM per EDU The 93 & Church water main has been oversized in accordance with the City of Kalispell Water Facility Plan Upgrade, August, 2007 in order to serve future growth in the area. Since capacity of a water main varies with pressure (and elevation), and since use of capacity is how reimbursement will be based, it is necessary to establish a point on which capacity for the Late Comers.Agreement will be based. This point will be the entrance to Silverbrook. It is important to note this flow establishes the base point for the reimbursement to 93 & Church. However, this flow does not necessarily define the actual capacity of the water main as capacity may change depending on the location along the water main (e.g. capacity is greater at lower elevations). Based on the design report for the 93 & Church water main, the capacity at Silverbrook is 2206 gallons per minute (GPM) at a residual pressure of 20.05 psi. It is assumed Silverbrook and other residential developments in the area will require a minimum fire flow of 1,000 GPM. Therefore, the leftover domestic capacity of the main is 1,206 GPM. The maximum number of EDU's that can be serviced with this capacity is figured by dividing this capacity by the Maximum Day Demand per EDU, which gives a total number 1,396 EDU's that can be served by this main. It should be noted that all development in the area will benefit from the 1,000 GPM fire flow required by Silverbrook. Subtracting the 592 EDU's for the Silverbrook Subdivision leaves a total of 804 EDU's of leftover capacity in the main that are eligible for reimbursement to 93 & Church. The maximum daily demand for the 592 lots in Silverbrook is (592 EDU's) x (0.864 GPM/EDU) = 511.5 GPM. Subtracting the fire flow and domestic demands for Silverbrook leaves 694.5 GPM of additional capacity in the water main not being used by Silverbrook. Dividing the leftover capacity by the total domestic capacity gives (694.5 GPM/ 1206 GPM) equals 57.6%, which is the maximum percentage of reimbursement 93 & Church is entitled to. Dividing the total project cost by the maximum number of EDU's the main can supply results in a cost per EDU reimbursable to 93 & Church. With a total project cost of $1,782,674.34 and the total EDU's served of 1,396, the cost per EDU is $1,276.99, With the total leftover EDU's of 804, the maximum amount of reimbursement to 93 & Church will be (804 EDU's x $1276.99/EDU) = $1,026,697,83 for the year 2009. Per Section 5.0 in the Late Comer's Agreement, the annual reimbursement fee will be increased annually based on the U.S. Treasury Note Rate plus 1.5%. The following table summarizes the yearly reimbursement costs per EDCJ based on a Treasury Note Rate of 4.5%, giving an annual interest rate of 6.0%: Yearly Reimbursement Costs/EDU--Water Reimbursement Reimbursement Amount Year Factor per EDU 2009 11,00 $1,276.99 2010 ........ ...... _... ........ .... 1.06 ......... $1,353.61 2011 _..... ... 1.12 ......,,.....,.. $1,434.82 2012 1.19 $1,520.91 2013 _.__._._._.__------ ....................._._.................... 1.26 ....... ....... ................. ..........,.............. �1, 612.17 2014 ................. 1.34 ... _...._................. ._........... _........... _.............. $1,708.90 ..... _..............,... 2015 . 4 2 1.42.. . ..... ...._ ........ ...., ..... 1, 811.43 2016 1.50 $1,920.12 2017 _ _....__...'_............. ...... ................................................................................... 1..59 $203.5.32 2018 ........ 1.69 ........... ........ ........ .......... $2,157.44 2019 1,79 $2,286.89 2020 ...... ............................ 1.90 $2,424.10 ....... .............. 2021 2.01 $2,569.55 20Z2 2.13 $2,723.72 $2 887.15 2024 2.40 ...... $3,060.37 ................ 2025 2.54 $3,244.00 2026 2.69 $3,438.64 I....., .... .. .. ..... 2027 ..................... . .... . ----------- 2.85 .................................................................................................. $3,644.95 2028 3.03 $3,863.65 ...................... 2029 -......................__..............................................................................................................................._............................................ 3.21 $4,095.47 2030 3.40 $4,341.20 ................ ............................... 2031 3.60 $4,601.67 2032 3.82 ......... ......... ... ... ... -... ... - ............. $4,877.77 2033 4.05 $5,170.44 2034 ..... ..--............................-..4.55............................-.,.........,......................�.a........... 4.29 $5,480.66 203.5 -,.--....... ......... ..... -....-....-....- ,809.50 2036 4.82 $6,158.07 2037 _.... ........ .. .......... 511 ....... ........-...................... $6,527,56 2038 5.42 $6,919.21 FIRE FLOW The 93 and Church, LLC water main has also been oversized to provide fire flow in excess of the 1,000 gpm minimum. The late comers fee for all projects that require a fire flow in excess of 1,000 gpm shall be based on the following schedule: Fire Flow Reimbursement Schedule Fire Flow Cost per Square Foot of Structure 1,000---1,500 $2.00 1,501 - 2,000 $2.50 2,001 - 2,500 $3.00 2,501 - 3,000 -------------------------- $3.50 ------------------------------ 3,001 - 3,500 $4,00 3,501 -- 4,000 ----- - ------- $4.50 ------------------------ 4000 $5,00 Total reimbursement to 93 and Church, LLC is based on the total number of ERUs that can be sold (804). In order to keep track of the total number of FRUs sold the fire flow fee that is paid to the developer will need to be converted to ERUs by dividing the total fire flow fee by the $/ERU for the given year. For example, if a project in 2010 had a $50,000 fire flow fee, the number of equivalent. ERUs would be $50,000/($1,353.61/ERU) = 36.9 ERUs, SEWER An equivalent dwelling unit for wastewater is also defined as a single family home. The maximum wastewater flow per EDU will be defined as the peak hourly flow from a residential single family home. This demand is calculated as follows: Total people per home (EDU) = 2.50 (Ref. City of Kalispell Wastewater Facility Plan Update, August 2007) Average -Day Wastewater Demand = 129 gallons per person per day (0.0896 gallons per person per minute) (Ref. City of Kalispell Wastewater Facility Plan Update, August, 2007) Average-Day/Peale Hour Factor - 2.82 (Ref. Montana Department of Environmental Quality, equation for peak hourly flow based on population; Population determined by the total build out to be served by the extension) Maximum Peak Hour Flow per EDU — (2.50 people/EDU)x(0.0896 GPM/person)x(2.82)— 0.632 GPM/EDU. The sewer main has been oversized in accordance with the City of Kalispell Wastewater Facility Upgrade, August, 2007 in order to serve future growth in the area. Sewer Main reimbursement costs are much easier to figure since the capacity of the sewer main is dependent only on pipe diameter and slope. Based on the slope and pipe diameter, the capacity of the sewer main is 1790 GPM. Using; a Maximum Peak Hour flow of 0.632 GPM per EDU, the total number of EDU's that can be served is 2,832. Subtracting the 592 EDU's for Silverbrook Estates leaves a total of 2240 EDU's of leftover capacity reimbursable to 93 & Church LLC. The maximum peak flow Silverbrook Estates will have in the sewer main will be (0.632 GPM/EDU x 592 EDU) = 374.1 GPM. This leftover capacity is (1790. GPM—'374.1 GPM) — 1415.9 GPM. Dividing the leftover capacity by the total capacity of the sewer main gives (1415.9 GPM/ 1790 GPM) equals 79.1%, which is the percentage of reimbursement 93 & Church LLC is entitled to. Dividing the total project cost by the maximum number of EDU's the sewer main can supply results in a cost per EDU reimbursable to 93 & Church. With a -total project cost of $2,682,848,47 and the total EDU's served of 2,832, the cost per EDU is $947,33. With the total leftover EDU•'s of 2,240, the maximum amount of reimbursement to 93 & Church will be (2,240 EDU's x $947.33/EDU) = $2,122,027,04 for the year 2009, Per Section 5.0 in the Late Comer's Agreement, the annual reimbursement fee will be increased annually based on the U.S, Treasury Note Rate plus 1.5%. The following; table summarizes the yearly reimbursement costs per EDU based on a Treasury Note Rate of 4,5%, giving; an annual interest rate of 6.0%: Yearly Reimbursement`;Costs/EIDU--Sewer Reimbursement Reimbursement Amount Year Factor per EDU 2009 1.00 $947.33 .... 2010 .... ...... 1.06 $1,004.17 � �.�..� ................_...........1..1 .2.._._.....................................................................1, 0 64.4 2.,.................. 2012 1.19 $1,128.29 2013........ .................. 1.26 $1,195.99 2014 1.34 $1,267.75 2015 1.42 $1, 343.81 2016 ... 1.50 ............. „..„„,..,.,.,,1.59,.,,.,.,,..,.,..,._..,.,,.....,...._ $1,424.44 _...._.._..._................._......$1,509.,.9._......._..........._._._...._.. 20.1.7 2018 1.69 $1,600.50 2019 ................ 1.79 $1,696.53 2020 ......... 1.90 .......... .......... $1,798.32 ........ .. �� .._.... . 2021 2.01 �... 1,906,22 2022 ....... 2.13 $2,020.59 2023 2.26 $2,141.83 2024 .. 2.40 $2,270.34 2025'....... 2.54 $2,406.56 2026 2.69 .. $2,550.95 2027 5 _......... .... ...... ................. $2,704.01 2028 ................... 3.03 $2,866.25 2029 ...... 3.21 $.3,038.2_...., .................,.. 3 2030 ........................... 3.40 $3,220.52 2031 3.60 $3,413.75 2032 3.82 $3,618,58 2033 .............................................. 4.05 .......................................................... _....... .............. ... ... ........... ... $3,835.69 2034 4.29 $4,065.83 2035 4.55 $4,309.78 2036 .....................................................................,......,....,........................................................................... 4.82 $4,568.37 _....:............... ........ .......... ..,.., ,. 2037 5.11 $4,842.47 2038 5.42 $5,133.02 As with the water, if a project such as a commercial or industrial development were to connect to the sewer, the reimbursement costs would be determined by taking the EDU directly from the current impact fee calculation table. For example, if a new industry were to connect with an estimated peals hourly flow of 250 GPM, the number of EDU's would be figured by dividing the flow by the flow per dwelling unit. For this example, the number of EDU's would be (250 GPM)1(0.632 GPM per dwelling unit) which would equal 395 dwelling units.