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Lone Pine Trails Developer Extension Agreement7 ON Return to: Kalispell City Clerk PO Box 1997 Kalispell, MT 59901 IIIIII�IIII Paee°°°��=a' c„na Robinson Flathead Countyn*by xc oc�ioos as M DEVELOPER EXTENSION AGREEMENT FOR REIMBURSEMENT FOR MUNICIPAL SEWER SYSTEM EXTENSIONS AGREEMENT, made this 6th day of Agri , 2009, between Lone Pine Development L.L.C., a Montana corporation ("Developer") and the City of Kalispell, situated in Flathead County, Montana ("City"). 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 sewer systems (collectively the "Extensions"), as more particularly depicted on Exhibit "A" attached hereto and incorporated herein by this reference, 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 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. E. The City has determined and Developer has agreed that the fair pro rata share of the total costs of the Extensions, to be collected from the owners of the properties who tap into, connect to or use the Extensions, shall be based upon 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: Latecomers Agreement for Reimbursement for Municipal Sewer System Extensions Page I of 10 IMCINIIIgIB1IIIFee°=a' tlIIINIIIIIWIIpIII101AIIqINIIIItlldllll O;,qo Paula Robinson, Flathead County M, by NC s,zs,=oos a os PM 1. All of the recitals set 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. 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 into, 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 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 into, 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 of the Developer, as more particularly described and 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 itemized in 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 for by Developer. The Assessment Fees for each of the properties who subsequently tap into, 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 726 EDUs for the 6" force main extension of ,which up to 363 EDUs may terminate in the gravity sewer and lift station within the Lone Pine development. No Assessment Fee shall be charged for and the Developer shall not be entitled to reimbursement for the proportional costs of improvements for the 81 EDU's serviced within Lone Pine Trails pursuant to this Agreement. (a) The Assessment Fee for owners of properties who subsequently tap into, connect to or use only the sewer force main extension shall be $174.16 per EDU, adjusted annually in accordance with Section 5(c) below. (b) The Assessment Fee for owners of properties who subsequently tap into, connect to or use the gravity sewer/lift station to the sewer force main extension shall be Latecomers Agreement for Reimbursement for .municipal Sewer System .Extensions Page 2 of 10 IIIIIIIIINIIINIIINIIIkIIIgIIIIIIIItlIIINIIIpIIIIIIIItlIIIflIIINIIIIIIII�IIINIIII oase°3 ,;, a.um Robinson,- ri,me,a co,,,,cy mr by nc sizeizoo a os'v�M $367.10 for the lift station and $174.16 for the force main for a total of $541.26 per EDU, adjusted annually in accordance with Section 5(c) below. (c) The per EDU Assessment Fees set forth in Sections 5(a) and (b) above shall be increased annually, over the prior years 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%. 6. A six (6) percent administrative fee in addition to the per EDU assessment fees described previously in this Agreement shall be assessed by the City of Kalispell, Montana. 7. The EDU's for purposes of computing the Assessment Fees to be collected pursuant to this Agreement shall be determined by and in accordance with Exhibit "D", attached hereto and incorporated herein by this reference. 8. 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. 9. 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 S 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 the 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 into, connecting to or using the Extensions. 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, after notice, to such successor of Developer as the City, in its sole judgment, deems entitled to such benefits; and 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 whore 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. Latecomers Agreement for Reimbursement for Municipal Sewer System .extensions Page 3 of 10 auiiiiiiiiiuPe=>z:=<oa Paula Robinson, Flathead county ni by xc 5/29/2005 4:05 am 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 hereinafter in effect. The imposition by the City of any such requirement shall not be deemed an impairment of this Agreement, pursuant to the provisions of any ordinance, resolution or policy now or hereinafter 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 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 years (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 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 municipal water or sewer systems, then the City's obligation to collect for Developer the Assessment Fees provided pursuant to this Agreement shall cease. 14. 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. 15. All communications regarding this Agreement shall be sent to the parties at the addresses listed below, unless notified to the contrary. Lone Pine Development L.L.C. City of Kalispell 144 East 2Nd Street 201 1 st Avenue E Whitefish, MT 59937 Kalispell, MT 59901 16. 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. 17. This Agreement shall be construed in accordance with the laws of the State of Montana, and jurisdiction of any resulting dispute shall be in Flathead County, Montana. 18. 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. 19. 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. Latecomers Agreement for Reimbursement for Municipal Sewer System Extensions Page 4 of 10 1111111NIIINIIIpIIIIIIIIdIIIIIIIINIIII P°se°°e„zap 524.00 Paula Robinson. Flathead County5/29/30096 mr by He 05 PM 20. 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 THEREOF, the parties have executed this Agreement on the day and year above written. Lone Pine Development, LLC A Montana Corporation CITY OF KALISPELL By: Myrt ebb Interim City Manager STATE OF MONTANA ) ):ss County of Flathead ) Name Title On this � �k-,`—day of April, 2009, before me, the undersigned, a Notary Public for the State of Montana, personally appeared -ens ' in his capacity as Managing Member of Lone Pine Development LLC, a Montana limited liability company that executed the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the day and year in this certificate first above written. ....... ..... Notary Public, State of Montana Residing at , My Commission Expires Y t`A Latecomers Agreement for Reimbursement for Municipal Sewer System Extensions Page 5 of 10 Paae�so„zaiuuuii�iiiiuiiiu , Fees:.=z400 Paula Robinson,( vintn<ae County Mr by oc size/as a.os rn STATE OF MONTANA ) ):SS County of Flathead ) On this day of April, 2009, before me, a Notary Public in and for the State of Montana, personally appeared MYRT WEBB, known to me to be the Interim City Manager of the City of Kalispell, a municipality, that executed the within instrument, and acknowledged that such City Manager subscribed, sealed and delivered said instrument as the free and voluntary act of said municipality, for the uses and purposes therein set forth, and that he was duly authorized to execute the same on behalf of said municipality. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal, the day and year fiDL4hpye written. Exhibit A -- prints of sewer extensions Exhibit B -- breakdown of reimbursable costs Exhibit C — legal description of Lone Pine Trails Subdivision Exhibit D — EDU determination Latecomers Agreement for Reimbursement for Municipal Sewer System Extensions Page 6 of 10 EXHIBIT A PRINTS OF SEWER EXTENSIONS TO BE PART OF THIS DOCUMENT 111111111111111IIIIIIII Page°>°°,>za' Fees: Paula Robinson, Flathead County MT by NC 5/25/2009 4:05 DM Latecomers ,4greement for Reimbursement for .Municipal Sewer System .extensions .rage 7 of 10 III�IIII II IIIIIIQIII III II III III IIII I I III n11 II In II 8 of 282 Page: Page: 8 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 1F IIIIIIII H II I II IIIII IIVI IIIII IIIII IIIII IIIII Ii�I IIUI IIVI 1 1 lllll ll� 11 i hl ll� llll 2 Page: 9 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 1A O N, asort[r on. n.sn.o o 1C I ^� 1FB 2 ��— " FM SEWER LINE 1B JEA 1E 16B / 1DA / 1D 1DC 1DB FOYS L KE ROAD x G 2 r� G_ 3GE �i 3DB 3FD 3FC 3FCF 3FCG 3FCC 3FCB 3FCE 3FCA 3FA 3GB _ o 3D m / WW v IAE 12" WATER LINE tAB 3DE \3GEA a" 3DEA 3GA 3DD 3G 3EA JJJ J 3DC 3F 3E 3DA F�SITE PLAN 1 3 3A 13 . SCALE 1 + 22 ' H O U q W E- Q w U a O � N [t� '� z 00 z0 41 . O ci ¢ �Ory E' O a a. o 0 w v -� Erigineeru g civil a structural A kalispell, montana 406.755.1333 _.apcc-mt.com JOB 'AJMER: AIM DATE: Wy7.M REVISIONS: Sewer Extension Exhibit A IIIIIIII II II I NI IINIIIIIIIII IIIIIIIIIIIIIIIIII HE11111111111111111111111111111111 INPage: 110 of 72Fees: $524.0 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PMO II III I V II IINI IIII IIII I II III Iln IIIII I II IIII II I III III III I it 200900015282 Page: iI of of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM REVISIONS: GENERAL CIVIL NOTES i ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR LISTED HEARIN AND DRAWING SHEETS DATED AUGUST 2005. 2 CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE OF CONSTRUCTION OPERATIONS PRIOR TO INITIATION OF IMPROVEMENTS AND DURING CONSTRUCTION. 3 CONTRACTOR SHALL NOTIFY WATER AND SEWER SYSTEM OPERATOR PRIOR TO TIE-INS TO EXISTING SEWER MAINS AND WATER MAINS. 4 EACH STREET, ALLEY, AND DRIVEWAY SHALL BE AVAILABLE FOR PUBLIC USE AT THE END OF EACH DAY. 5 ANY DAMAGE DONE TO OFF SITE EXISTING IMPROVEMENTS AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE 6 ALL TREES, SHRUBS, LAWN AREAS, ETC., OTHER THAN THOSE MARKED FOR REMOVAL WHICH ARE DAMAGED OR DESTROYED DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER AT NO ADDITIONAL COST TO THE OWNER. 7 CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY WARNING SIGNS, BARRICADES, HAZARD LIGHTING SYSTEMS AND TRAFFIC DELINEATORS FOR PUBLIC SAFETY AND TRAFFIC CONTROL AT ALL TIMES. 8 QUANTITIES SHOWN IM ON THE PLANS ARE FOR ESTATES ONLY. ACTUAL QUANTITIES TO BE USED FOR THE PURPOSE OF PAYMENT SHALL BE FIELD MEASURED AND VERIFIED AS HAVING BEEN CONSTRUCTED IN PLACE 9 THE CONTRACTOR 15 REQUIRED TO FURNISH BACKFILL MATERIAL BY IMPORTING FROM A SOURCE APPROVED BY THE ENGINEER, IF NECESSARY. 10 THE CONTRACTOR 15 REQUIRED TO FURNISH BEDDING MATERIAL BY IMPORTING FROM A SOURCE APPROVED BY THE ENGINEER, IF NECESSARY. 11 ALL WASTE AND EXCESS MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR. DISPOSAL AREAS ARE TO BE PROVIDED BY THE CONTRACTOR. THE HAUL ROUTE SHALL BE APPROVED BY THE MONTANA DEPARTMENT OF HIGHWAYS, COUNTY CITY AND THE ENGINEER. 12 CONTRACTOR SHALL AT ALL TIMES CONDUCT HIS OPERATIONS SO THAT THERE IS A MINIMUM INTERRUPTION IN THE USE OF STREETS ROADS, ALLEYS AND ANY HIGHWAY INVOLVED, 13 CONTRACTOR SHALL CONDUCT ALL HIS OPERATIONS ENTIRELY WITHIN THE LAND AND RIGHT-OF-WAY PROVIDED, UNLESS HE RECEIVES WRITTEN PERMISSION FROM ANY ENCROACHED UPON PROPERTY OWNER SO INDICATING HE HAS AUTHORITY 114° 21' 23.927" W TO DO OTHERWISE. 697,000 698,000 48° 11' 54.876" N 14 CONTRACTOR 5HALL BE RESPONSIBLE FOR ALL DAMAGES, FIRE OR THEFT RESULTING FROM THE PERFORMANCE OF CONSTRUCTION OPERATIONS, 15 LOCATION OF UNDERGROUND R OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF CONTRACTOR TO CONTACT THE APPROPRIATE UTILITY COMPANY AND VERIFY THE EXACT LOCATION 5.341,000 OF THE UTILITIES WITHIN THE CONSTRUCTION LIMITS. ANY DAMAGE TO EXISTING UTILITIES SHALL. BE REPAIRED OR REPLACED AT CONTRACTORS EXPENSE. 16 ANY COST ASSOCIATED WITH RELOCATION OR REINSTALLATION OF ANY EXISTING UTILITIES OR PRIVATE PROPERTY IMPROVEMENT, CULVERTS IN DRIVEWAYS OR WATER SERVICE LINES AND/OR CURB STOPS TO ELIMINATE CONFLICTS THAT BECOME APPARENT IN PERFORMANCE OF THE WORK ASSOCIATED WITH THIS CONTRACT SHALL BE DEEMED INCIDENTAL AND INCLUDED IN THE UNIT PRICE $O INDICATED IN THE APPROPRIATE ITEMS. NO EXTRA COMPENSATION WILL BE ALLOWED, 17 WHERE SEWER MAIN AND/OR SERVICE CONNECTIONS REQUIRE EXCAVATION ACROSS OR WITHIN A GRAVEL ROAD, THE MATERIAL SHALL BE STOCKPILED FOR REUSE. 5,340.000 18 SIZES OF ANY WOOD MEMBER CALL -OUTS ARE NOMINAL, e.g. 2' x 6' (ACTUAL - 1-1 /2' x 5-1 /2'). 19 ONLY DRAWINGS STAMPED 'APPROVED FOR CONSTRUCTION' IN RED INK, DATED AND INITIALED BY THE ENGINEER SHALL BE ACCEPTABLE FOR CONSTRUCTION. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THAT THE DRAWINGS FROM WHICH THEY ARE WORKING ARE CURRENT, 20 GENERAL CONTRACTORS AND SUBCONTRACTORS SHALL ONLY ACCEPT FULL SETS OF DRAWINGS. THERE ARE NINE SHEETS IN THIS SET. 21 WATER AND SEWER SERVICE / WATER AND SEWER MAIN CONNECTIONS AT EACH PROPERTY LINE SHALL BE SEPARATED BY 5 339 000 A MINIMUM OF 10' (TEN) FEET. 22 THE BUILDING AND SITE DEVELOPMENT SHALL COMPLY WITH THE LATEST EDITIONS OF ALL NATIONAL CODES AND STANDARDS INCLUDING ANY ADDENDA, SUPPLEMENTS, AMENDMENTS, OR MODIFICATIONS BY NATIONAL, STATE, OR LOCAL AUTHOR111ES HAVING JURISDICTION AS FOLLOWS: A UNIFORM BUILDING CODE (UBC), INTERNATIONAL CONFERENCE OF BUILDING OFFICALS. B UNIFORM PLUMBING CODE (UPC), INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. C UNIFORM MECHANICAL CODE (UMC), INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. D NATIONAL ELECTRIC CODE (NEC), OF THE NATIONAL FIRE PROTECTION ASSOCIATION. E LIFE SAFETY CODE (LSC), NATIONAL FIRE PROTECTION ASSOCIATION. F UNIFORM FIRE CODE (UFC), INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS AND WESTERN FIRE CHIEFS ASSOCIATION, INC. G NATIONAL FIRE CODE INFC), NATIONAL FIRE PROTECTION ASSOCIATION. H SNOW LOAD ANALYSIS FOR MONTANA, THE STRUCTURAL ENGINEERS OF MONTANA. I AMERICANS WITH DISABILITIES ACT OF 1990, J ALL LOCAL AND STATES CODES. 23 ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CURRENT DESIGN STANDARDS FOR THE CITY OF KAUSPELL MONTANA. AeM13 lr of 48' 10' 10.737" N 114° 21' 29.284" W 6970DO 696,000 0 % A Mde 0 1000 2000 Feet 0�g510bmeter r1 RECORD DRAWINGS LONE PINE TRAILS SUBDIVISION Tracts 3FE+, 3FED, 3FEB, 3FEC, 3FEA, 3FEF, 3FEE, 3HAA, 3HA, Section 13, T 28N, R 22W, FLATHEAD COUNTY, STATE OF MONTANA 114' 18' 48.168" W - 48' 11' 51,262" N i 19 - I5,339.000 i 114°18'53.612"W SUBDIVIDER: LONE PINE DEVELOPMENT LLC 144 EAST SECOND STREET WHITEFISH, MT 59937 TEL.406-862-8561 ENGINEER: APEC INC. 100 FINANCIAL DRIVE, SUITE # 120 KALISPELL, MT 59901 WATER: KALISPELL CITY WATER SUPPLY SEWER: KALISPELL CITY SEWER SYSTEM ROAD: BUILT PER ROAD SECTION INDEX: SHEET C 100 SHEET C 101A SHEET C 101 B SHEET C 102 SHEET C 103 SHEET C 104 SHEET C 105 SHEET C 106 SHEET C 107 SHEET C 201 SHEET C 202 SHEET C 203 SHEET C 204 SHEET C 205 SHEET C 206 SHEET C 207 SHEET C 301 SHEET C 302 SHEET C 303 SHEET C 304 SHEET C 305 SHEET C 306 SHEET C 307 SHEET C 401 SHEET C 402 SHEET C 403 SHEET C 501 SHEET C 502 SHEET C 503 SHEET E 101 PROJECT LOCATION TITLE SHEET WATER Et SEWER EXTENSION OVERVIEW SUBDIVISION OVERVIEW ROAD PLAN It PROFILE LUPINE DRIVE STA 00+00 TO 14+00 ROAD PLAN Ft PROFILE LUPINE DRIVE STA 14+00 TO 24+00 ROAD PLAN Et PROFILE LUPINE DRIVE STA 13+00 TO 31+00 ROAD PLAN Et PROFILE LUPINE DRIVE STA 29+00 TO 35+64.31 ROAD PLAN Et PROFILE MEADOWLARK CIRCLE Et SANDHILL COURT SIGN PLAN WATER PLAN Et PROFILE FOYS LAKE ROAD STA 0+00 TO 14+00 WATER PLAN Et PROFILE FOYS LAKE ROAD STA 14+00 TO 29+00 WATER PLAN Et PROFILE LUPINE DRIVE STA 24+00 TO 38+00 WATER PLAN Et PROFILE LUPINE DRIVE STA 36+00 TO 42+00 WATER PLAN Et PROFILE LUPINE DRIVE STA 42+00 TO 53+73.25 WATER PLAN Et PROFILE MEADOW LARK CR Et SANDHILL CT FIRE PROTECTION HYDRANT LAYOUT SEWER PLAN Et PROFILE FORCEMAIN STA 0+00 TO 12+00 SEWER PLAN Et PROFILE FORCEMAIN STA 12+00 TO 22+00 SEWER PLAN Et PROFILE FORCEMAIN STA 22+00 TO 30+98.71 SEWER PLAN Et PROFILE NORTH LUPINE DRIVE SEWER PLAN 8t PROFILE SOUTH LUPINE DRIVE SEWER PLAN Et PROFILE WEST LUPINE DRIVE SEWER PLAN Et PROFILE CUL-DE-SACS AND MISC. EXTENSIONS WATER AND SEWER DETAILS ROAD DETAILS SEWER LIFT STATION DETAIL DRAINAGE PLAN DRAINAGE DETAILS DETENTION POND DETAILS ELECTRICAL - STREET LIGHTING Et LIFT STATION .ter. � O¢ncwult M tY U r-- aJ ti o OIL-, c 0 t� Q4 D rl' h °; a V1 V1 Irk w F�1 � I�j Z QU F��N+�y11 r 1 Z W O TITLE SHEET AND SHEET INDEX JOB NU MER_ 00000.00 DRAWN BY: MAL, DATE: OCTOBER 31, 2008 C 100 Kt=_O1?C 1'lt/i'V1CJ ,S I IIIIIIII 11111111111111111111111111111111111111111111111111111 HE 111111111111111111111111 IN Page: 112 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM IlililtNitIIIflifiilillilllIlfIiII1111i111111iiiIIIIIff111I11111111itIlfif itIlls Page: 013of72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM REVISIONS: H �,(4)SITE PLAN SCALE 1" = 150' o u _ n u r O q3 3 5 QJ m gym. N o p 0 rArw a s O F�1 � ^W H V� a a r OQ r g T�� SITE UTILITY PLAN JOB NUMBER: MOM DRAWN BY: MAI, DATE: OCTOBER 31, 2008 C 101A 200900015282 IIIIIIII II II I III (IIII IIIII IIIII IIIII IIII IIII IIIII IIII IIII) IIIII I'lll IIII III I'i IIII 1I1I I11I Y Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM m 139 LOT17A m LOT5IOA 5.619 sq ft`NBB454494,sq. ft' 97 rv�DT116 87.62'- 145 0 6,568 sq.f[. t5 24' LOT106 C y 4,566 SEA. LOT12A PVC WATER LINE W/ 8" MJ CAP- 4,602 sq o L0T728 8" X 8" X 6" MJ TEE D 6,701 sq.ft. VALVE TO FIRE HYD NT 4 10, H 22 S>?.sa?4• e RIM 2 42.37 Ri 131.>_ tom. a INV. OUT 937.53 6E YA ft. MH T2- UT,2936.8 3>• LOT13A� LOT138 51678 sq. ,605 sq.ft. MH 11 IM 2942.43 7V. 2938.16 '49'W _o M 5 . 3. �t 29_42. INV. b f 2937.89 LOT14A a 5,617 sq.ffn 'L0T748 b'.619 sq.R. LOT15D §959 sq.ft, LOT15A m - 8,511 sq.ft. ,o / 2q s 1y RIM 2943.38 \ TAUT 2937.28 ,6 'NATURAL S UTILITY EASE NT m LOT16A LOT16B 7,732 sq.ft. 9,455 sq.ft. N ]g36'2)"W N39'23'25'E ?20» 30,03' 8' X 8' X 6' MJ TEE ANO VALVE TO NI-1 3F 360,05' I 99.71' LOT9A 10' ATURAL GAS UTILITY E SEMENT tee' N8f' 04'D4"W 117.08' 287.51' PARK LOTBA N85'o i 9.80' 76,852`q.ft. 142'59'W . ]o ]5�239 sq.(t. 131 129 LOT7A 27.90 A'62D 90.94 f01.24`' 6,279 sq.ft. m a, . LOTBB � 4,856 sq.ft. L-,+ N245]. 5>"W lOr 127 91>`>9 98 6-, L0T6A y 61464 sq.ft. 21 L0T5A 123 5,204 sq.ft. 10 p2. 7 ,323s ��N7g?8$_2W 7,323 59.ft 96.00' 2' S81'S5 a9w 99. ..y002 3 r `N6js L0T6B 8,395 sq.ft. 119 LOTSB 801^µ," M iL�S 9,217 sq.ft. ? RIM 294 - \\ r^N�^ 09 NV. OUT 2934.14T ry 1 44 - 6,270 sq.ft LO 19A /36 6,663 s9 ft. 13i.6 '802 q. 02 iqft. s>p 1Z73 a�" . X 8" X 6" MJ TEE A D e �Pitb ®HYD NT 1'i0 9js \Ycvu 1OT20A Z-- I T 1 5,909 sq.ft. LOT188 LOT18A m 352 sq.ft.- 3,963 sq. 1O ry 3 158 S 160 / \ LOT17A �y 6,505 sq.ft, i 762 90 LOT17B 8,741 sq.ft. 8" X 8" X 6"Ab. VALVE TO FIRE F 10' NATURAL GAS LOT43 96%6� 11,511 sq.ft.OW AND VALVE TO FIAF HYDRANT 112 70 LOT42 10,639 sq.ft. 106 L0T41 12,416 sq.f[. 8 RJ44.36- INV. \ 2936.22 a LOT40 15,549 sq.ft. sill 31fFOUNO BRASS CAP ti 63.93- 94.46 524�- I mlunoelnl RnlumII II IIIII IIII I I I III 1111111111111111111111111111111111111111 IIII IIII Page: 15 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM MH 20 RIM 2942.37 INV. OUT 2933.95 8" PVC SEWER LINE W/ CAP REVISIONS: 8" X 8" X 6" MJ TEE AND VALVE TO FIRE HYDRANT NORTH CAP BOLT ELEV: 2945.32 -- 10' NATURAL GA UTILITY EASEMENT N89'40'21'E 1.7V 125.80' 1D4.71' 94.02- 96.77' 36.7 4 - T M.J. 45- ELBOW, CROSSING TO GO BENEATH 03t 38.89 ss LOT4A I15 113 L0T3A o N LOTV 107 LOTi SEWER m 7,169 sq.ft. J 5,979 s9 ft £MH15,620 sq ft 7,4065q.(t. y / - 8" PVC SEWER LINE W/ CAP s >1^ H 19 se�zol3'w 1.39 9829 9 1.59 10161 -� 4' b7J 0 505'04'S3"W 102.77' 92.76' n7 V. OUT -2 79,5R 91. 88.2 ' I 3 .54 6" MJ TEE AND �J 8" PVC WATER LINE W/ 8" M.J. CAP 16.5' FROM VALVE TO TERMINATION, �, .� .36' 6,2T74B ft. LOTZB A FIRE HYDRANy, 6,063 sq.H VALVE NOT LOCATED AFTER ,i u COMPLETION OF a s LOT38 i ROADS AND SIDEWALK u Y INV. OUT LOT21B 5,6985q.ft. 136 4t 14 - 66166j9 C9 3 °j0300 4BR. LOT21A 9?ag 130 LOT226 LOT L0T236 6 7023 122 963X SOM11 5,785 sq f 134 S 5,273 sq.ft. 6 s ft.�_ 6 4$�,TURALn IViS UTILITY EASE^�SC>7 p / g0`24A 4,797 9\, F LOT�QR 68• 9I'8' 'l N87'43'O6"E t08.79' 1a66 sq.ft. 124 ? 5,7535q. ft. LOT23A yi M1o�' 6,622 sq.ft. ND 6?a'28'W _ 126 o __ % SW 3J5y Shy p0y f -RCCKOLLEDOIAINAGE 888'47'OB"W 97,51' JTILI ENT 0 \ _PAuv LOT44 10T49 ye o 9 9,617 sq.ft. L0T50 11,544 sq.ft. yo .9'sp. M1iy7ry 'Fs 10, 720 sq. ft. 717 / 11] MH 18 I I B" X 6" MJ 45 ELBO ND _D 6" MJ VALVE TO FIRE HYDRA TO FIRE a a IM 2943.29 0• UT INV. 2936.98 EASEN LOT45 LOT48 11,909 sq.ft. 0 11,626 sq.ft. OtIl 12 6' LOT51 O R 58. 9.8235q.ft. Sil nz L=8s. 8' MH 17 ` - IM 2941.72 o N89'53'27'E m 89'S3'27" 6W 1O'S I,Bffl'24'935.64 108.2 289 91.65' 4-8"10.1. 45' LB 8"X8"X6"MJ� ND CROSSING T GO EAR VALVE TO FIR � Yp ' L0T47 NTIf WEHi - 0 11,879 sq.ft. 105 O 15,270 706 LOT o _ sq.ft 6,J J 77,990 sq.ft. GATE VAkVIs, Bt BOX 8" MJ TEE "J 200 Z 214 N89'S3'27-E 572.69' a.98' tea MH7 (189 195 � MMG% 207 3 X �ly1J GATE B- RIM 29 36 RIM 2945.20 „ P INV.0 2935.73 IW INV. OUT 2933.99 LOT39 LOT38 f LOT37 m LOT36 £ LOT35 LOT34 11,573 sq ft. 11,584 sq.ft. 11,595 sq.ft. 11.606 sq.ft. 11,617 sq.ft. 13,1145q.(t. - Fs - 1 NATURAL GAS UTILITY SEMENT 151,26' 100.00' 100.00' t00.00' 100.00' 100.OD. 1022.54' S89-57'48"1 BASIS OF BEARINGS PER C. Of S. NO, 2938 (ALSO REFER TO C. OF S. NO, 17478 FOR ADDITIONAL INFORMATION) SITE PLAN SCALE 1" = 50' 1106 m' ry 114 f LOT25A 5,213 sq.ft. 1OT25B 6,7375q.ft. 1w, SB, ry I I .__......_._____ MH 3 LOT55 260 10,664 sq.ft. LOT54 246 11,076 sq. ft. LOT53 ! 13614 sq.ft. MJ45' ELBOW ___ 0 227 LOT33 11,843 sq.ft. t 00.00' 2638,14' EASTR 5 ,^ as 33' u 8' MJ 45' ELBOW m N 'LOT26A r F C 5 979 $,Bfto iA52 sq.ft.N 10' NATURAL GAS UTILITY EASEMENT p a - 8" MJ TE z67 X 8" MJ 4Al&I h FO i86__14'10"E s914' MHO Q- RIM .04 a.3 0 INV.. i. 63 0 0 LOT278 %, - LOT27A 0.J � 5, 166 sq f[� m %379 sq ft. u _ 4 NJ9'49'15'W 7156' 4 _.- CA sq.ft. POSSIBLE LS FUTURE ROAD _INV. IN 2930.VCCESS N88'56*46"W 109,90' -- 8" MJ GATE VALVE Ft BOX 257 LOT28 11,002 sq. ft. 246 LOT29 11.060 sq. ft. 239 L0T30 MH 29410`,0 6 sq.ft. -72 I I•6041T 2932.25 INV. 1 32.37 227 wo MH 5 s. -RIM 2942.57 INV. OUT 2932. LOT31 15,750 sq.ft. 12OT32 ,486 sq.ft. FOUND ALUMINUM II MONUMENT 513 578 130.05' 62.30' / - 524 619 F/ k� W w a 0 2 0 o _ F rrT� M 3G 7� SITE UTILITY PLAN JOB NUMBER: 00000.00 DRAWN BY: MAL DATE: OCTOBER 31.2008 C 101B II IIIIuIII I �I�IIN�II I III II��II��IIII IIIIIIIIIIIIIIIIINIIIIIIIIIIIII�III�IIII 200900015282 Page: 116 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 3FC 13FCF I 3FCG 3FCC I 3FCB 3FCE LOT9A '•' `"-0, LOTBA 578 sq.(t SB9'4B'1 B�'S5Egg ��//1198./1' I \ � N77 """ w.ft. I31 �� 101. L0198 4,364 sq fL 135 I0.07 A .94• o m LOTBB 4,856,q.ft.133^ I$ I 27'W 1F1 19 6,270 70 W.(t. =1.67, - L0T19A \ 1J1.s7' 138 LDT2DB �.802 sq.ft. 663 q.ft. - S7p7?z J EJ i7' '>23, 142 I� LOT20A 52. \ \ 5,909 q,ft. NssV4 p 7z •W 3J Sp 2^ o 3130- LOW POINT ELEV • 2940.40 LOW POINT STA - 13+45.45 PVI STA - 13+4.1 PVI ELEV - 2940.33 A.D. • 1.06 K - 47.31 _e N81' ill O4'pq•W 287.51' PARK Ns5'42'S9"W 101.70' 16,852 sq.(t. 129 / 1 79.80' 1 21.90' N62p LOT7A 6,279 sq.ft. ro � i k, 121 � N74'Sj.S j. ` Ip 1.98' u LOT6A u 6,464 N. ft. LOT5A w\ 127 91.>e. (/1 123 2 5,204 W. ft. O 7,Sq.f[. ��N7gZ8592W 96'00' S81'S5'49W 99.36 J 89.11' m LOT68 is IN I.v[nr r ^n^ 8.395 sq.R. 119 LOTBB e ct 2\ [tE�' rz t25 9.217 sq.lt. 3FCA I 3FA N. LOT4A 115 113 LOTBA a LOTBA I07 3 LOTI 7,169 sq.ft 5,979 5,620 sq.ft. 7,406 sq.ft. 581'20'13"" 61 d W 9B 29, s5'04'53'W 10 101 91.6i i� 579 S i B.29 8 109 117 36' LOT4B 111 L0T2 6,217 sq. ft. m1 6,063 sq.ft. / 15 q 7,715 sq R \T Irv. ou-" l L0T21B i.se 5,698 sq.R. 136 5 Ip p 1� 10 j o �66?6'9 f p 9 lo3 2sq.11. \ L0T27A \ a 130 S o 6,123 : 5,785 sq.f 1344 5,2773 sq.ft. n $ 0 3B(L `"� 122 91 ]� 1p1 S 663>n.. 90.6•. 6 0, � 128 /�.�4 •. �\ HIGH POINT ELEV • 2911.15 LOW POINT ELEV - 2940.69 HIGH POINT STA - 11+81.13 LOW POINT STA - 9.95.37 PVI STA - 11+88.37 PVI STA: 10,00 PVI ELEV - MUD PVI ELEV 2940.62 A.D. • -0.87 A.D. - 0.56 K-57.68 K-MA3 585'01'S]•W - 0 1g / 46.33' 8950'.. 35.33.9A .. _ n I r$ f LOT26A 35_00 z L0T26B b 6.452 sq ft. 585Vi'S7"W' 5,979 sq.lt. - 6 - 89.50' z . a ' 114 267 � o P LOT25A - S6614't0•E 5,213 sq.tt. LOT258 0 59.t4' 6,737 SqJ uo H _ P N / 261 ^ 26LOT s2. SBi 34.00 5,166 sq.ft n m LOT27A 379 sq.ft. 82.6,, _ _.... _. id SITE PLAN SCALE 1" = 50' a 200900015282 flliltll 11 II I III Illll lllllllfl I111111111111111111111111111111111111111111111111111111111 Page: 17 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 60' ROAU Et UTILITY EASEMENT X. 0.90 AQ � �LDIN HIGH POINT ELEV • 2942.66 HIGH POINT STA = 4,10.92 PASTA - 4-00 PVI ELEV - 2942.80 A.D. - -1.15 K-IT03 09111 3GB g -0.56% 0.31 wrnn>. .26% --- I1'CSPC VEAT ut if - •o O N 00 _ O N 00 -TP N Ib Oo -V N 00 O -T OS N n O� VP ,v tT N Oo IT OS N 10 c� M3 tT N N Q`'q m r IT N t\ OON r�3 r O� N N D`p r) '�'0•°'OsT N Lf1 c�$ m N O7 �P N a0 O srP N r"3 �' �P N �O V N lV � N N N" Va «17� N 00 �C r0 N CD � P 00 v-a A� N N M4 ,ivO� 0�t7� N N '�i N 00 N O Os N1 O IT N Ln °�' O� N N nN N 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 PROFILE LUPINE DRIVE STA 0+00 TO 14+00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' 2950 2940 2930 DATUA $ 292 3 5+00 4+00 3+00 2+00 1+00 0+00 1 REVMONS: . may► o m Qi n � M T bIJ C C 0 O� CA0 0. CJ L' 6 - ROAD PLAND AND PROFILE LUPINE DRIVE 0+00 TO 14+00 30B NUMBER 00000.00 DRAWN BY: MAL DATE OCTOBER 31, 2003 C 102 ) `Rni)RAWIATf�S 200900015282 Page: 19 of 72 IIIIIIII II II I III IIIIII'IIIIIII) IIIII IIIIII�III'II�I IIIII IIIII IIIII Jill IT III 111l IIIII I'll IIlI Page V18 of 72� Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM NO2'I1'14"E 259.30' 4.J4' 174.56' om, f a o 29SJE. � p�m j9yt�' 0495 q�gp9tisi 5 A r0 Zt 60" sc o D i- 6`6Mp4o\iZ� m n i —"'28.g1 1C o$-'-'.126 1 0 � 10739' / I y S S d - - e' 'o, s k 13.0o Vy� __N05'23'S2"E_ M.ff,90.00N t' o O / SITE PLAN SCALE 1" = 50 ' Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 'e� JB tg• 86.90' � Oy v" W O66p9 6 •W v 6.9 vim /� 30.9 4a .SS'Z9 I: by 6�A m n 3 1 + qV Nw � N ti IV 0o / ld e n � �i6 L+SI A O c v/Si4' n m 12'6q.N .6Z'94 1i-.t e On, 3..L0.9Z.005� 3 ro m b // �m .o N >N y ?56- 0 D� v N LOW POINT ELEV - 2940.40 LOW POINT STA - 13,45.45 PVI STA - 13,4 PVI EL EV = 2940.33 A.D. = 1.06 K = 47.31 --_ -- 0.50% .0.56% M O� 11R p, N Os N V' Ln N M 0, N OS CN Q. N Uf N �- cy, N N d^`V' ar c� �a, o 01 N 01 N a, N L1 d O1 N M 'q' N 0, _ N � N O N $ cVJ' 0, N ' S 00 p. N 00 m O,N N 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 PROFILE LUPINE DRIVE STA 14+00 TO 24+00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' 1 REVISIONS: U P'T cl R N O C bn C 0 0 a U � 0 ROAD PLAN AND PROFILE LUPINE DRIVE 14+00 TO 24+00 JOB NUMBER: 0MMA0 DRAWN BY: MAL DATE: OCTOBER31,2008 C 103 200900015282 200900015282 IINNl.11. till 1 Iu1IID.uu IIII I fill III l luu1111111111111111111111III [III III III II111fill Im Page: 20 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5///29/2009 4:05 PM \\� 20'WI E ARED 15g NST< ACCE'MUTAITY —8'` 0 SJy EASE645W0 q.R, /44.4D' S 00 I- L-t .4 per- 162 LOT178 o ps. 1p p0 �a 8,741 sq.ft. ��\ Z" L0T44 / v 9pro LOT49 o a�. 9,617 sq.ft. LOT43 11,544 sq.ft. 5 0. EASEMENT L0T41 12,416 sq. fr L0T40 15,549 sq.ft. 90, i` / 96 So 118 116 a ry 5' UTILITY 112 \ EASEMENT LOT42 9 C LOT45 -' LOT48 I IIIIIIII II II I III IIIII1111111111111111111111111111111111111111IIIII IIIII IIII 111111111111111IIII Page: 21 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM --. o POSSIBLE 81 SSs, _ 1OT55 2 0 FUTURE ROAD 6 rF 10,664 sq.ft.� F a ACCESS / I O NBB'S6�46"W 709.90' oy LOr50 t0,R0 sq.(t. � NBB'56'46-W I09.83 3 7� � {r m I y LCIT28 1t,D02 sq.ft. 'UTILITY \ LOT54 246 EASEMENT S - 11,076 sq.ft. ; 5 UTILITY _09.94 10,639 sq.f:EASEMENT 111 11,909 sq.ft. 11,626 sq.ft. Cubs LOT51 -+ -- 4=286'15'37' 111 9,823sq.R. i EASETMENT,.� ILITY C5 58�/ 172 C6 R=8908 68 N8856'46W 1'1, 69' 31s00 i L` tl} N63 C2 \ a9 183 h ly LOT39 13,114 sq.ft. \ u -286'15'37' m f R2e 7e, N89'S3'27"E S89'53'27_w 105.35 O N89'53'27'E 10821 C64 Z/ C69 105 1 p 2 I C70 \\/ 4C63 0 ` 11,879 879 sqR-. LOTH _�- —� \ LOT46 / 0 106 G 7 Q I05 L0T52 o 0 73614 sq.ft. 75,210 sq.ft. O 3 C u 0 = m y v 11,990 sq.ft. 5' UTILITY p UTILITY I -- --- 16B EASEM NT o 200 C62 { \ C77 214 ENT v 1 -5 N89'S3'21-E 310.05' 186,65' ---� / la I LUR EDRIVE-601DEITED CI STREET 6 UTILITY EASEME m g 376�062 sq.ft. g $ ee'----� -- lee. --- ---y--1esoe•----l0000' -- 2-7a• 98' o 5' UTILITY 15.00 I q 79 201 f EASEMENT 2 7 15 a AR o 221 rn m _ 44 s t. 1 s —38 F LOT37 14 LOT36 LOT35 LOT34 LOT33 11,573 sq.ft. 11,584 sq.ft. 11,595 sq.ft. 11,606 sq.ft. 11,617 sq.ft. 11,843 sq.f m nD' NJ SITE PLAN SCALE 1" = 50' HIGH POINT ELEV - 2946.15 HIGH POINT STA = 25.29.94 PVI STA - 25,45.32 PVI ELEV = 2946.31 A.D. _ -1.44 K - 69.34 L0129 11,060 sq.ft. sunup EASEMENT 30 L0T30 10,056 sq.ft. N 9 WObs• o? � 233 2n f LOT32 12,486 sq.ft. LOT31 15,750 sq.ft. B � &z ax ^I �g 14+eu L—U <5+uu 15+50 Lb,UU 26,50 27.00 27+50 28.00 28+50 29+00 29+50 3 PROFILE LUPINE DRIVE STA 23+00 TO 31 +00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' 1 REVISIONS: 0 , L K b u CC.I b/J bf) r O T C tD0 ' r N 1 x 0 cc5 � w CJ r; W v ROAD PLAN AND PROFILE LUPINE DRIVE 23+00 TO 31+00 JOB NUMBER 00D00.00 DRAWN BY: MAL DATE: OCTOBER 31, 2008 C 104 RFCC!',D DRAW IGS III�III u �� ��� Ilnl ����� IIVI IINI IlHl llnl ll�l IIIII INIIIII 1 Ilu III III IIII lit INPage: 22 of 722 rues: 4'3z a.uu Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM o i a a a '>'g oaa j ( 8 J oD`of ,9f'SII M.[f,90.00N H o j O J m 9 wYLS t y�� p m i 40 m C I 8 6S'SII M.Cf.90.00N i > 1f ,Tl' 0 S01V3'14"W 229.60' 3,t9'9l1 M.Cf, .00N A C ND '43'15•E 1 _ NO1V3'14'E 305.11' 2 67.02' ^130 66' g $ 100.00 74A6 00 N S EC09 ' '•., II64T �— _ zCCz t�¢gssYS¢ X' N �{ j2S E� X 66i egg q u r0 I,, 2i' OOZb 2 aY' 3f0.9S105 <- .f2'Y9 1 M.Cf.90.00N a �'w_ m v� � m a &s m ,f9'fZt O ,IB'LLf M.SS,OO.00N J 00 OOZ N 1 g ^ y0p4 O `_ M.SS,00.00N ,Z9'LLf �ypj y 33EE o - g o 2 n t7, b S031t31'W ;Pm3, To L CW iti 31' $ �gM + mnnl ZO'OOl .lZ' Il ( ,99'f Ol .ZL"Ill .90'fl OE CST ;Zg Ko SITE PLAN L' SCALE 1" = 50' LOW POINT ELEV s 2940.28 LOW POINT STA" 32-97.06 PVI STA" 33,14.37 PVI ELEV • 2940.20 A.D. " 0.74 K • 134.35 $ n n 124% NC 3 Sa Pg ag �s ag Sg ag d 27.50 28,00 28.50 29.00 29-50 30+00 30,50 31-W 31.50 32,00 32— 1— 1— PROFILE LUPINE DRIVE STA 29+00 TO 35+64.31 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" - 10' III�III N 11 l NI IIII IINI IINI IINI IIIII IINI II�i IIII IINI LI IINI III II I NI IIIII ININ2009 Page: 23 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM REVISIONS: bA r a O C> ) M Qi h b O C bJ3 ' C C n� 0 q n C W O� Oyy f , ROAD PLAN AND PROFILE LUPINE DRIVE 29+00 TO 35+64.31 JOB NUMBER: 00000.00 DRAWN BY: MAL DATE: OCfOBER 31, 2008 C 105 RECOnD DRAWINGS III INill III III IIIII111111111 II1111111111111111111111111IIBI Illl II11II 1 III IIIII IIII III Page: 24 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM IIINIII N II I NI IIBI IINI1111111NIIINI ININ111IINI110111II IIII II1 NI1111l IIII IN Page: 25 of 72 Fees: $524.00 22 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM RBvlslors: �5 2DT� �9.rL SITE PLAN SCALE 1" = 50' 295 294 294 2944 DATUM Ezw 2934.00 PROFILE KESTREL COURT HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' nP m + ^ n I u 7 I W o � M,C[.9200N 3_tf,90.005 Z 15 19133",.W 3N3W3SY3 dJ.DLLl1 JII�g31VJ103� s� y 1 -�"�'. I$ 1:. - NO)71'12'E { iwo:)'m CJNVS ZS"LL �^ 3'Mgm0Ds -71 c p M.N,. .ODN SITE PLAN SCALE 1" = 50' m 295 294 294 ��2g94 DATUM ELEV 2934.00 PROFILE SANDHILL HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' tap Oj `rOVI� C � C 1 QJ beatDi, J C " 0 0. ROAD PLAN AND PROFILE KESTREL COURT AND SANDHILL COURT IOBNLWER ODLO0.00 DRAWN BY: MAL DATE: OCfOBER31,200S C 106 7"C'n"7f;PAV✓It III III1111111111 IHI 1111111111111111111111111 IIIII II11111111I 111I IIIII I1111111 P200900015282 age: 26 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM IIIII 1 I IN IIIII Ilul IIVI Ilul IN IT III III IN Page: 27 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM REVISIONS: fi1CY! PUS155W11 BE Wr/llID PLUIP S GLLVIMZEOCWRINO RUSH wnN.oPacalcBElE eisE 1 � z 64vNtl>fD PPE SY LUq wlm cnwulo POB anrpc�wnr rawanw x•x�•Nocea*u+agB IY qA %N' OEEP ]W�P61 CUNCPEtE MSE 1. ALL SIGN BLANKS SHALL BE .060 GAUGE FLAT ALUMINUM ZSTOCK 2. STREET NAME SIGN BLANK SHALL BE 9' IN HEIGHT. LENGTH SHALL BE DETERMINED BY THE STREET NAME. 3. STOP SIGN FACWS SHALL BE 3M HIGH INTENSITY GRADE REFLECTIVE SHEETING OR APPROVED EQUAL 4. STREET NAME SIGN BACKING SHALL BE 3M GREEN 3277 ENGINEER GRADE REFLECTIVE SHEETING OR APPROVED EQUAL 5. STREET NAME SIGN LETTERING SHALL BE 3M WHITE 3290 ENGINEER GRADE REFLECTIVE SHEETING OR APPROVED EQUAL LETTERING SHALL BE 6' HIGH IN CAPITAL LETTERS. 6. STOP SIGNS SHALL BE ATTACHED TO THE SIGN POST WITH A U-BOLT STYLE SIGN MOUNTING BOLT. 7. STREET NAME SIGNS SHALL BE ATTACHED TO THE TOP OF THE SIGN POST WITH A ROUND CAP SIGN HOLDER WITH A 6' LONG MOUNTING BRACKET. A 6' LONG 90° CROSSPIECE SHALL BE USED FOR DUAL SIGN APPLICATIONS. TED k SIGN PLAN SCALE 1" = 50' ��'y, i] cj Z O /WJ n I�1 z 5 r�1 W � Z rrTT� h� w O SIGNAGE PLAN JOB NU?,MELL 00000.00 DRAWN BY: MAL DATE: OCIOBER31,20M C 107 Rill I) I-- 'I W"IN •S REVISIONS: "DL,� PTO 6. tiaq�F '9Ty0 �'��'ll) II �� I II) I�'II�'lll �'lll II�I� ��III I�III II��I11��� �III� ����)IIIII III II I �) IIIII III III 2 Page: 2 of 7 P Page: 8 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 7�^ 00 T r % A O. �9F SITE PLAN SCALE 1" = 50' 14,00 13-00 12a00 11.00 10.00 9,W n.uu i uu o.w w PROFILE WATER LINE FOYS LAKE ROAD STA 0+00 TO STA 14+00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' y 12" TAPPING SLEEVE IIIIIIII II II I II IIIII IIIII IIIII IIIII IIII IIIII IIIII IIIII IIIII IIIII IIII (III I(I I(I IIIII IIII IIII 2 Page: 29 of 72 Fees: $524.0 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PMO � C o u n u � p bTJ C N m QJ ., bn I w >� qq v 0 � o o WATER PLAN AND PROFILE FOYS LAKE STA 0+00 TO 14+00 30B NUMBER 00000.00 DRAWN BY: MAL DATE: OCTOBBR 3I, 2008 C 201 R1 ',ORD PRAWN IGS D We; j"0,, VN Os� mo 9 9A <bf bO0� '99 m! F O do °Po. s >`�jy �` !• d. JW Ors1. �JB» ft, °`9qq� O\ O l 9F 9 yT fd r 'b, 0" ' Y i TO FF �1 '01. 54 PO90, te'i 9 q1, d 9y�°�049`Fl~FVL A �sILI o Op ��� ° o� •,G4. SITE PLAN off SCALE 1' = 50' A "SSF RCEAWN % 8' GATE VA W/ THR. E & BOX — 1 ' % 1 6' MJ TEE AHD 8' S GRAVRY AW -45 AU ELBOW zz 8 AJ TEE TO FI ZE HYDRANT sv 29-M 28,00 27,00 26,D0 25,00 24,00 23,00 22,00 21.00 2G,00 19,00 18-00 17,00 16,00 15,D0 14,00 PROFILE WATER LINE FOYS LAKE ROAD TO LUPINE DRIVE STA 14+00 TO 29+00 IIIIIIIII11111111�III11111111111111II1111 I1111IN11Nlllllllu11111111111 IN Page630 of 722 _ HORIZNTALVERTI°ALSCA EA1E 110 50 ��� � � II IN 1M 1111111111111111111110111111111111111111111111111111111111 200900 IN Paae: 310of 722 REVISIONS: lT�k1) V O W a � � � Z a 5 w WATER PLAN AND PROFILE FOYS LAKE ROAD STA: 14+00 TO 29+00 JOB NUMBM 00000.00 DRAWN BY: MAL DATE: OCTOBER 31, 7008 C 202 Paula Robinson, Flathead CountyMT b NC Fees: :05 P 0 Paula Robinson, Flathead County MT by INC 5/29/2009 4:05 PM RECORD DRAWITIGS Y 5/29/20D9 4:05 PM 8" PVC SEWER LINE W/ CAP 8' X B" X 6' MI TEE AND VALVE TO FIRE HYDRANT NORTH CAP BOLT ELEV: 2945.32 N89'42'00'E 360.05' 85.59' 2},47 96.62' 99.71' -- 051.66' S4.16 _ 8.46 N8I N89'40'21'E 799.71' 287.51 .BO' 104.71' 94.02_ 96.7J NORTH 56,7MJ. 105 pING 45'ELBONE TO GO BENEATH r 137 � oN85'42'S9'W b4'04' W 111.08' PARK 16,852 sq.ft. s LOTU 115L0T3A i0�.70'1 113 38.89' u LOl'IA 107 LOTtm'S' R �LOT9A o u.J'5'49'F� LOT10A _ -., LOTEA 4,�p� ft 4,578 sq.ft M»5 219sq.f' \ i7.3.131) 129 LDT7A u.�, J 79.60' 7,69 sq.ft. "-� o t 6�01 5,979 sq.ft. 5,620 sq.R• _ 7,406 sq.ft. yLOT71A .�87.62 EWER LINE W/ CAP5,619 sq.ft. .�� 97.62 589'48'18E 98.41' J �" 9p 94' 12q• 6,279 sq.ft. ; 9, k" C` 0453'W toe 7T 127' 581'2013'W' 579'Si 20 / TER LINE W/ 8' M.J. CAPOu 6,568sq.ft. t5.24' L0T108 1414,364 ft. �qft'133 N] - 4 sr 5> W m 0 > w LOT6A 92,76p '� 6,464 LOTSA 13.36' LOT4B _' MJ TEE AND 109 gg29'L0T88 L0128 VALVE TO TERMINATION,4.566 LOCATED AFTER9L>g•0i'96' !^ sq.ft. 5,204 ft. m. 6,217 sq.ft. �p����u�(('"�$gg VC:LWFIRE HYDRANT, 6,063 sq.ftp07' 10.07 ,5 123 �' ' \ `-1 w m N OF 143Sy N6t i. 9 W,/ \ IOp -'81 �2 _ - -- _ 7t> Z LOT7B 7, 323 w. N>8.15. / r 29'W' 96.00' S5'49 W 99 36'/�. SO 85.92• LOT38 7,715 sq.fL `r ROADS AND SIDEWALK - 147 1 � � t' sq.fL 1 `81 t. f J g9? �•7 �, 1 975ZJ' 075' W m L0T72A m 149 m o q3 '] 00?' LOT6B ° 8,395 sq.ft 119 N S' 3.6 t0.01' 8" PVC WATER LINE W/ 8' M.J CAP 4,602 sq.Q °' . - w + - ' L0T5B N6Tr !0! 5 . �mn n 0 sp!• ? 12s 9,217 sq.ft. " 'm 885'01S7W 89.50 - r+ 46.33' V u• B' MI 45' ELBOW - 'O wn2B S 6,701 581'64'27' W S7t / - 8'XS'X6"MJ TEE D sq.(t. 6106 5 �OT26B VALVE TO FIRE HYD 144 3 • >� q9 �B .45 W - n LOT26A I 2 ft. o- 6g,452 S>25t.21 E LOT S6,0 q[. e�re' 00 00• . ,C . v=_ 5.9 79 q ft.O6! !JDl.>I. __ S».Op'il•E 121. 507 ` `- B' MJ TE �.5 �j $ X B' M1l A VE i BOX Y A LOT19A !Jl � �.� iq.ft. y 'OB' `O�"(dt' �,J� 17519 ,0 � 114 1 � .r[. 6.663 om m W C - 61st 2r^E S> 8' X 8' X 6' MJ TEE D 0>273 F s>' '° 2 n 1p,Op, T ,S,S _ `' 4 g315- LOT25A 'n° 5,213 sq.ft. LOT250 i ` 5859 140E J>• 1 t T11v D 140 LOROA 52 \' S 698 T�tBR 136 6,737 sq.ft. 613j ry ry 5,909 sq.ft. 56 B> 67 'Op' q61 L23 4B hS I O 263 ` 261 LOT13 36 / 7 a . L0T138 r5 y 75•r GA VE &BOX u 5,678 sq. ,'$,605 sq.ft. 3 6? ?OZ. !' rtj?.W 9J m �,' .ry. 6iy. f L0T21A 9>ty 100o 3 6,ill sq.R. �30 LOT22B 122 of 7J6t rr >. 9B W l °i I LOT278 3 u 5, 166sq.(t.^, LOT27A r n ; r 50• n r6 2 m J)805 5,785 ( 134 �' 5,273 ft. L0T238 9�34 p541 Ss a 6LOT sq.ft. � 9p 1281 0. \ N>9' 379 ft. 58'42•W m'� sq• 5 00 J2�3 88 h f 98.48' H66 �4,797 sq.ft. 1 62.G7' 0 g 1 o g o m 3 92 J2 132 L0T2fiQ 68• N87-43'06'E 10879 124 �� m 55.9p' 1\ N 8pb6'49 W w .• LLOT185 5,753 sq.fL l 3 LOT23A p7 y� ` 06'L 1: 6,622 sq.R. 1 1 N>9'44'IS" 55.74- W 111.64' 66.83' ,� i ,352 sq.ft.oiLOr18A 1 %3 sq.(tq J.v 4 > 6z4'ze•W ry 126 53 � m - e I tss 8' X 8' X 6' ND j N .5p h5 566'00 i i 37 i a '61T9 VALVE TO FIRE `68847OBW 97,51' PONDLOT14A 1^E RK 5,617q.f610 14B sq.f[. Iv i� S697fi.,, PARK 5 � ft. N SITE PLAN SCALE 1" = 50' - - W/ TH . BILK. Z X 8' GATE V W/ THR. ELK. E B BOX _ W/ THR BILK. 8' 5 GRAVITY MAI -45 M3 ELBOW y 8 TEE TO FIRE DRANT TO IRE HYDRANT TO FItE HYDRANT a s s e eiw"a 38,00 37,00 36.D0 35.00 34,00 33.00 32-00 31.00 30,00 29.00 28-00 27,00 26.00 25.00 24,00 PROFILE WATER LINE LUPINE DRIVE STA 24+00 TO 38+00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' IIINIIINIIINIIINIIIIIIINIIINIIINIIIIIIINI INIIINIIINIIINIIINIIINIIINI111IN IIIINIIINIIINIIIIIIIINIIINIIINIIINIIINIIINIIIIIIIINIIIIIIIINIIIIIIIIIIIIINIIINIIII 72 Page:32 o nn Page:33 of 722 REVISIONS: J� C 0 � f � 0.J cmi r • E C g b0 C C o L� t7 r t N n fi u C-0 F A1sAr9f F� Qj O W a s L 2 F� W 0 WATER PLAN AND PROFILE LUPINE DRIVE STA: 24+00 TO 38+00 JOB NUMBER 00000.00 DRAWN BY: MAL DATE: OCTOBER 31, 2008 C 203 REMRD DRAWINGS Nava Robinson, Flathead County MT by NC 5/29/2009 4:05 PM Paula Robinson, Flathead CountyMT b NC Fees: $524.00 Y 5/29/2009 4:05 PM SITE PLAN dd F5 SCALE 1" = 50' 11/1�"il7w���i 944 940 936 �3r AU TEE 928 )ATUY ELEV 2925.00 1.00 0+00 PROFILE WATER LINE PARK EMERGENCY ACCESS HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' III�III N it I NI IINI Illlllgl IlNlllgl IINI IINI IIIII Ilgl IINI IINI IIN II I III IINI IIN Till Page 02 34 of 72 Paula Robinson, Flathead CountyMT b NC Fees: $524.00 Y 5/29/2009 4:05 PM 129.6_� in ro 3 ty ?>'66 Zl 6\bg OC 04,1yN O,N. ..i' L 66 B B. �O I a Sp6}9• a 2 78. • m, S �'�11 bp'p i a 29 OV \2J.tJZe�T 10.01' - _ 506'55'J5'W 21 g 4 F .99 0 3•1f,C _ I by 6L9 ' m y. a S0655.35'{y .. - �'• Om 210.2 i O O 05'46"Ol'y{ ? 39' LG5 S 64S .1i ti o 19.98, N c X 72-11 < A IS D ®G S n' N p J• OM JjJ � •• + K lml v / T srvJz's+•w � o N0573'52'E _ IJ6.05' mN O P u 6 � 62, N, o 6JJ. �^ SITE PLAN rn SCALE 1" = 50' c 3.[0 ,9L0o5 3, N� e o;ez 42+00 41+00 40.00 39,00 38,00 37,00 36+00 35.00 PROFILE WATER LINE LUPINE DRIVE STA 36+00 TO 42+00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' III III N II I III IINI IINI Ilgl IINI IINI IINI IIIII IINI IINI IIIII IINI IIN II I VI IIIII IIN IIII Page: 35 of z2 Paula Robinson, Flathead Cm.nt i MT k— .1 Fees: $524.00 1 REVISIONS: 0 � U � q U � r -E F ty 0 ` 0 • * CQ ur WATER PLAN AND PROFILE LUPINE DRIVE STA: 36+00 TO 42+00, EMERGANCY ACCESS JOB NUMBER: 00090.00 DRAWN BY: MAL DATE: OCIOBER 31, 2O98 C 204 a��.-,c 1 AWI1IG'; I REVISIONS: 8' X 8" X 6' D I16. VALVE TO FIRE 99 S88'47'OB'W 97.51 POND A S]6'O6 1.E P 10' NATURAL GAS UTIL ENT 0 PARK N87'49'39'E 7>q yGCL fk pG✓ G. O i 52.00' 44.40' 3T60 ` 57776'3p' NB7'45'S8"E 14 $ p 6 5 6 53.45' f / `S1.81' ' SSr� LOT55 e 10,6fi4 sq.ft. 0 C, f �0 r LOTM 0 96-, J•o LO1T1849 9.617 art. rv' 117 LOT0 N8855'46109.83 1 1, 544 q.ft- 10,720 qT. _ -<y m 1000Y CM 11,LOT43 535 W.ft. S01V3'14"W 229.60' 2tK„ m H o 0v o 30W AND �, 1 8" X 6" NJ 45 EL80 D 66 0 6' AU E D I f NO2'4315"E NOt'03'14'E 305 2' b° 4r 6702' ' HYDRANT ti VALVE TO F pp�F I14{y��ff11 - _ 67 TO FIRE D MN >a -�- —_ SI'VTNI-T 076A g �" 1}0.66' 'vA' 118 ti, EASEMENT 0' UTI 246 - 1 74.46' y 712 ? EASEM R 11,076 sq.it. ; m ys m 0 N o x U C57 LOT45 L0T48 TL1TY $ m +11,sq.. ,626 q.. 9,-' 1 MEM 62 1823sq.iG N8B'Sfi 4"' za+: C65 R 58. CC58 112 p I S?05 1gLZ �I .LL IN u m C54 S '3 r: F u �' p rll z} B. 0 N89'53'27'E 589'S3'27"W 105.3 NB933'2]'E 108.21' 3 4 00 m 24: x e '4B 91,65' f C64 C69 QOON O O OC� J. 45' 8" X 8" X 6" f/J NO S CROSSI- - - C63 31ON t t'HS 01_ IH" f M„SS,00.DON 9 Hw 5 LOT47 NG T VALVE TO FIR ;Y$ 11,879 �'ft. 13614 sq.R. t 09.11N .S C L0T46 0 106LOT52o ug C6/9 15,210 sq.ft. S S Q u d 11,990 sq.ft. $ 5' L $ $ s9 cbo m 8 AU 45' ELBOW 230 Ens 61 3 X 8" AV GATE VAkV�,e. BOYnuTY o O �' S' untrrr 3 �J EASEMENT 2� 214 EA EMENT 239 Sp' L f M_SS,00.00N 'b 8" MJ TEE I 2 i ; vt O L\' C9"t9 ,ZO 6o Hs �—�11.58' ' 112.41 30.01' 44.23 J �\\\\ N89'53'27*E 310.05 -'� N89'S3'27'E 186.6'� o m O u V9 376,062 Sq.fL C28 p $ ^' i �' BS 73' 101.31' N8933'27"E 572.69' - �� _ t 501'1849"W 94.)4' SOD) 1'W j Ili Jt' C26-.100.00' 100.00— 100.00' 100.00' 1 552.71. 2 227 yJ �y� - n O N O 4.9e' S• unurr 3 X GATE VA 9>So' e < > O SS g u 183 S 189 g 195 $ 201 EASEMENT o 207 B• $ 221 d J, < m 9 d 445 t. M ,Zz'9tt .z0'OOl ,ZO ffORA o •IZn + ,99'f01 ,Zl'lll .HO'fl- u u u u £ ,92YLL W 3"60.20.00S LOT39 4 LOT38 £ LOT37 LOT36 L0T35 F L0T34 £ LOT33 LOT32 O n LO ... n .. c.�.,, r. ......_ r. 12,486 sq.ft. 's ha' SITE PLAN SITE PLAN SCALE 1" = 50' SCALE 1" - 50' -' to 40,00 41+00 42+00 43-W 44.00 45,00 46.00 PROFILE WATER LINE LUPINE DRIVE STA 42+00 TO 48+00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' II11 11 II 111111111111 N 1111111111111111111111 Page: 3 of 7 2 Page: 6 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 47+00 47+00 48.00 49+00 50+00 51,00 52+00 53+00 PROFILE WATER LINE LUPINE STA 48+00 TO 53+73.25 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' 11111 111=1 IN IN 1101111111111111111111111111111111111III Page: 37200900015282 722 Fees: $524.00 Paula Robinson, Flathead County MT by INC 5/29/2009 4:05 PM s�t7 t>1] E C i u p O m V iar3 C � bA qnq C 0 c�Y i � C1• 0 " 0 O V nW 1�1 rrTT� W WATER PLAN AND PROFILE LUPINE DRIVE STA: 42+00 TO 53+73.25 JOB NUMBER: 00000.00 DRAWN BY: MAL DATE: OCTOBER 31, 2008 C 205 7777 I�liCO". D DRAWINGS I REVISIONS: %Sg7 11 b 9 601 \ 160 1/, f 56 11'I 2R WIDE SHARED NB7'49'39'E ccEstEEASEMMQ SSJ q.ft. Jr44.40e / 37,60' EE1606sq.fL. 1 6.10E 45' I17B p sq.f[. $ ,y0 h LOTM LOT43 11,544 N.ft. 11,535 sq.ft. w eye .b h o B" X 6" 4 OW AND VALVE TO FI HYDRANT � I18 6 I C5 'C52 ? 7J0 LOT4 5, lmOT1, � - C5 t0,639 sq.f[EµENT-' 1 1 11 `?6\ S Vf1LI1Y C58 Y ENT It. 0T40 49 sq.ft. 294952 2E 2944 �2940 DATUM ELEV6 2934.00 2 f 71:� 3 X 8" 6U GATE VAT_ a 8( 8" tAJ TEE _ EA N '019 SITE PLAN SCALE 1" = 50' 0� 0,D0 I�00 ,TE VALVE & BOX V/ THR. BLR. FIRE HYDRANT PROFILE WATER KESTREL COURT HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' III I N NI UIII MINI I IIN IIN III II I NI INI I II I IN II Page: 38 of 7 2 Page: 38 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 0,D0 I�00 ,TE VALVE & BOX V/ THR. BLR. FIRE HYDRANT PROFILE WATER KESTREL COURT HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' III I N NI UIII MINI I IIN IIN III II I NI INI I II I IN II Page: 38 of 7 2 Page: 38 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 5 C .00'00I4a I 1i'S01 JO ,I S 3.CC.9 WS —� ,00'OZ M.C£ MWN 3.££,90.00S .00'001 6C'90l <>C9 y t 92 vO p m' r06 ZCC 9133LJ5 ALi 03 JI O 07...... 14'1_ 'E _ ZM I n r O o I O J n oggc p M.tC.90.0 DATUM EL 2934.00 .3; SITE PLAN SCALE 1" = 50' m rit!Na95MN'il����� w--�--� ,A & BOX x. 0.00 1.00 2-00 PROFILE SANDHILL COURT HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' �o III III N II I NI IIII INIINI ININ111111111111 IINI 110111111111111111 INIII INPage: 39 of 722 Paula Robinson, Flathead CountyMT b INCFees: $524.00 Y 5/29/2009 4:05 PM WATER PLAN AND PROFILE KESTREL COURTAND SANDHILL COURT JOB NUMBER: 00000.00 DRAWNBY: MAL DATE: OCTOBER 31, M C 206 (tI CORP DR \W ''GS REVISIONS: 8" PVC SEWER LINE W/ CAPKM __- --8" X 8" X 6" MJ TEE AND VALVE TOFIRE HYDRANT INORTH CAP BOLT ELEV: 2945.32 `_____N89'42'00"E_-_ 360.05 ___13<J 966299]t' / mp 54.66' 54.16_46� 287.51' _ 125.60' 104. 71' _ 94. D2' 16.77' 36.7" M.J. 45' ELBOW, P RK -- �' -� N o-SSING TO GO BENEATH` ORTHNBi- 10508' 76,852 sq.ft. s 175 113 L0T3ALOT2ALOT,38.89'ERN85'42.59"V/ LOT4A LOTi Lo ` 9.60' tot?o -� �'�` 7,169 sq.ft. q. $ q. 7,406 s ft. SEWER LINE W/ CAPL0T71A °+ I ] 0 5 ft. 5,620s -- q ..4 48R ft. 4,578 sq ft 5 219 5 ft. / 21.90'2 0 5 619 q (t > o ``�" N]>f-i'J>. q' 731 129 LO ]7620 . v, t o 4 A iDUN88'15'49 E� 9J_62' 689'48'18'E 964i 1p 3 7?581'20' 98.20 .0"' ` ct0T116 87.62' ��14 -'' 90 94. 1.24' 6,279 sq.ft. .9,. Ai jm 102.J J' tOi 6W6,568sqft. 15.24' LOT708 14`4,364 ([ Nl 121 5-04'53'W ��6i S79'S1829' TER LINE W/ 8" M.J. CAF4,566sq.fL L0T88 133✓ 45 .>�� LOT6A 92?' �:X�b"MJTEE ANDt3s 4856 a ftW m 6\1}r� M VALVE TO TERMINATIOIq qeLoiSA ,}.3s'4B _T LOCATED AFTER S,204 5 ft. ' i 62175 .fL A FIRE HYDRANL 6,063 sq.ft. JPmme oq qON OF t0427"W q 07• LOT7B W 9600' Bt'S5'49"w 993'-/> p LOT3B ON OF ID SIDEWALK7,323s ft 85.g `` u w q 7' o. 7,775 s f[. L0T68 3.6 10,01' s f 5 m v a m L0T12A� m 149 NB n „^r ".° 8,395 sq.ft. 719 f _ . J EAST ' PVC WATER LINE W/ 8 MJ C 4,602 sq 1L E _ >. _ N _ o w 4g'07 n LOT '-',p m ' 985'01'SYW 4633' u m o L0T72B S81'04'27` � - W "� 125 9,217 sq.ft. v 6,701 sq. ft. 8950'- - m OW 8"X8"X6"MJ TEE D _ � � ., h VALVE TO FIRE HYD NT 4sst. laa 3 _ > t75 9 ;, LOtt6A � r S>25a 2�. ! ' LOTI9B O ' . a pS _ LOT26B S 5,452 sq.ft. _ SL' '0 86 0. J.50 6,270 sq.ft. ,n _ N6Tq 5�4'� 585'07'SJ'W -�_ q w f =' o d "89.'i0' S,97" sMJ7TE s G RK l37.>r. S]T00.17"f 121.6]• � e .. `' ac Dp 4�35.33'' 8. YA 13S LOT20e ,±.� zo �� ��p\`�4 {�" O i �X 8'MJ A VE BOX c LOT19A \ 9. --__. 116 6.663 sq ft 131 6>. 8@ sq.ft. mry OB' _ \ t75}9 114 4 \ 267 r R. w ` S>23 S>o.72• 8)q>, y jq5q 45 LOT25A n 586Y4'10"E e,. c--1 0 4 0 s267' 8" X 8" X 6' MJ TEE A D 2J e ? 1000. \ s m w o 5,213 sq.ft Loi258 =� s9.14 Cam. 1 37 h',XFTO®HYD NT lao 9>5z. \_\ LOT 2t8 a - / p0 m 6,737s (t. J> LOT20A 5,698 sq.ft 136 S7 1D. q u b m 6 (n N m 8>6• 5.909 sq.ft S B> 70.p? 3 ' L- LOT13A� ry 82 T ,W 66Z6.7 4g 3 9 p00 LOT246 ^ryz / 261 'm 263 0 LOT13B 2Sa GAT E Et BOX gt' 6,123 sq.ft. Sep 1 I LL 5,678 sq t,605 sq,ft. °Ss?. 92 0 9 \ 130 s § ca 3 oY f g422.W g38 m LOT �g. ^ LOT226 L0T23B 122 9� SD2 } ga 2W 5166,7' o, LOT27A 3 ( 0• 2nu 5,785 sq.f 134 5,273 sq.ft. ��,s�. n ss 4o \ 37J05 S683j0 g06 o iO 6.054 sq.ft. 7261 �ytr124A'm dr.379 sq.ft. m H ti 7 'Tf e `� _9848'_ _ N66 4,797 Sq.iC. 626_��:T 132 LOT�PR 88 \ N8J'43'06"E 108.J9 124 �. 5,753 sq. ft. i LOT23A °� y'I `3B �7 __.---� N g:t w 55.>q• m 6,622 sq.ft. 5 5 N866 8 W^ 3502 sq ft o L88 0T18A q 3,963 sq fto 3 e b 1s8 'Q' 8" X 8" X 6" ND 24'ze,W `� 3J55 66 od LOTI4A s . VALVE TO FIRE �t---- -- r16.99•�-�/�S�g. 5,617sq.f'tot �,0T/4B ` 156 ( 5884J'08"W 9J.51' _ POND t o6' n b',619 sq.ft. .g3 ! 59, 2 r'E �. RK _ S6g7l6'oq. PARK '6 6 Nl sq.ft. ' m I60 77 f - B ' 58 N8749 39"E O az oo' _ H SBJ__2243"E f SB7'12'43' Jy 6,505 t7ft. /r44.40 ( 37.60 �>Z r6 j0^ NBJ'45Sfic 14 5 POSSIBLE 53.75' E 5345' f - St� FUTURE ROAD J9.3t' 93.69' 6641s V 1 ° B 10,664 s ft s^ ACCESS V 1 b 162 op o5' y � o°^ xE 9� it I i LOT 758 L0T17B p'N ''s.'�- �05' N68'S6'a6'W _-_ I09.90_ i�-1 �959 Sq,R. 8,741 s ft. � , e °• 'o _ 'r4 LOT15A m q 9w. g+9 / e �0 LOT49 /gq. o LOT44 q .9`5 N88'S6'46'w 8.511 sq.ft. \ 9,fii75qft. LOT50 - -3 11,544 sq.ft, $ 's 4v - !•�1 11,535 sq. ft. 9' }o y o. 2y�ti 6 10,720 sq.ft 73ti m m s�so�, ne / 8" MJ GATE VALVE BOX N60 qb eg 16s o 8" X 6" 4 OW AND �, r 8" X 6" MJ 45 "LBO ND In 2s1 Lorza �..1..1) / O 1 8�"I X 6" MJ TEE NO 11,00z sq.rt. 5 •`� VALVE TO FI HYDRANT ti` VALVE TO FIRE HYDRA 4° LVE TO FIRE HYD NT F- 29 Z 9 116 0 t>5 076 sq O 7 0 3 r >B 112 ? 11,076 sq.ft. 0 7246 0 .83 LOT42 9�. LOT45 LOT48 - 763 LOTibA 7,132 mos. L0T768 s 170 I0,639 sq.ft 11,909 sq.ft. 11,626 sq.ft Ni L0T51 N8856'as_w t09 94 r sq. R. s 9,455 sq.ft sJ, q n R2858. 9,823sq.ft. i12 L-289. 8' N88'56'46"W 111.69- C., ee 5� ¢ N>5.3821"W �. N39-23'25"E a�6. 6=$2�86' S' 2207] ]66 30.03' ?s0,00 F- AL}289�0 N89'S3'27"E S89'53'27'W 105.3 N89'53'27"E 100.21' 3 245 LOT29 Q PL 91,65' 11,060 sq.ft _4 - 8"NJ. 45' LBO = l 8" X 8" X 6' MJ 'i'F NO o CROSSING T 0 EAY,F 5 VALVE TO FIR ICI NT� LOT47 O j L0T53 771 o WE ,1,879 5q.f[. r� 9 NSF, LOT46 t06 L% iy S 105 L0T52 - 73614 sq.ft. 1 N88'56'46'W 110,89' 1 65210 in it 11,990 sq.ft. LOT41 ,so "' J u 8' MJ 45' ELBOW 230 12,416 sq.ft w s. 3 X 8" MJ GATE V%Ft BOX O = m 8'X 8'X 6- KI TEE AND VALVE TO FRE a`N, o ` 274 239 -RANT \ q°dD,D56 s 8" MJ TEE n - - / m Z ________ __-._._ O L0T30 w 3 F0 9 qo a - --- - ft. N89'53'27'E 310.05' --� to �-- N89'53'27"E i86,65' y6p q m n 376062sq.ft, LUPIN DRIVE z33 " 1 __ _ N895327_E _ 572.69' 9 -3 X GATE 2207 V i 0 0' o 4.98' s' I83 �799 l0 195---�- o -_-201 207--- - _ -B^ o AR o 221 LOT40 h & qq s fit. Jai LOT31 15, 549 sq. ft. 14 u u i,; 0 15,750sq.R. LOT39 £ LOT38 F LOT37 LOT36 £ LOT35 LOT34 LOT33 £ LOT32 a 11,573 sq.fL 11,584 sq.ft. 11,595 sq.ft. 11,606 sq.ft. 11,617 sq.ft. 11,843 sq.ft. 12,486 sq.ft. 's FIRE PROTECTION 13,114 sq.ft, p• ? _ N m FOUND PLAN t.' A ALUMINUM �FOUND BRASS Cm .._-_- . . MONUMENT 3 s13%i51.00.00' 10U.00' 62.30 - S24�4.46' 518 1321.14' /%. S89'57'48"H BASIS OF BEARINGS PER C. --- s�4 519 Q: B- N0. 2938 (ALSO REFER TO C. OF S. N0. 17418 FOR ADDITIONAL INFORMATION) 26}g.i4' SITE PLAN SCALE 1" = 50' IIII IIIIIIIIIIIIIIIIIIIIII III IIIIII Page: 1111 llll 11 11 l 11 l 111 11 11 11 11 llil llll lllll 11 l l 111 lllll llll 11 11 llll 11 1111111111111 11 Page: 41 of 7 2 Page: 40 of 72 Fees: $524.00 Page: 41 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM JOB NUMBER: 00070.00 DRAWN BY: MAL DATE: OCTOBER 31, 2009 C 20/ Rr--ORD DRAWINGS 1 REVISIONS: LIFT STATION STA: 00,00 ELEV: 2939.00 INV IN ELEV: 2932.00 INV OUT ELEV: 2933.00 DATU. 291 MH 21 AIR RELEASE 2964 _ INV ELEV.V2946.37 -- 2960 2956 — 2952 294E 8' W RMAIN 2944 — 6' 5 ELBOW 04+5 ' 90 ELBOW 02 59 2940 2936 2932 hVVE WRCE P- %W—W—ITHMIN 6:7 6' HDPE FQf CE MAIN WITH IN 6 BURY — J 292E 8' SGRAVIiY MAI ELEV 5-00 tp PROFILE FORCE MAIN STA 0+00 TO STA 12+00 HORIZONTAL SCALE 1" = 50' f] VERTICAL SCALE I1" - 10' II I I I NI 1111111111 L I1111111111 i0 IN 1II I I 0 INI111111111111111 II Page: 42 of 7 2 Page: 42 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 10-00 11+00 12,00 III�III I II I IIN Illy IINI SIN III III 11111 IN 11111111111111111111111111111111 Page: 43 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM SEWER FORCEMAIN PLAN AND PROFILE STA: 0+00 TO 12+00 JOB NUMBER: ODD00.00 DRAWN BY: MAL DATE: OCTOBER 31, 2008 C 301 RECORD DRAWINGS SITE PLAN SCALE 1" - 50' P .�c 12.00 13.00 14.00 15.00 16,00 17,00 18,00 19,00 20.00 21.00 22,00 1llllllllIlll11111111IN]1111111IN1111111111110111111IIIIIIIIIil11II11111111111IIII200900015282 Page: 44 of 72 Fees. $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM PROFILE FORCE MAIN STA 12+00 TO STA 22+00 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' 111111111111118111aII11111NIIIIIIIIIIiIIIII�IIIiIIIINIIIIIIIIIIIIRIIIIIII�llllllll 2 Page: 45 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4-n5 eM REVISIONS: 0 u �Y f:: bpn � o 0 C C o � o o SEWER FORCEMAIN PLAN AND PROFILE STA: 12+00 TO 22+00 JOB NUhMER: 00000.00 DRAWN BY: MAL DATE: OCTOBER 31, 2008 C 302 nrrn!m nn eIznrinq . SITE PLAN SCALE 1" = 50' EMSTING M}I FM TO GRAVITY - 6- HDI EFORCE MAIN INMMIN VBUR'4�� JDPE FORCE N WCrH wN 6, 1 21.00 22,00 23.00 24.00 25,00 26.00 27.00 28.00 29.00 30.00 PROFILE FORCE MAIN STA 22+00 TO STA 30+98.71 HORIZONTAL SCALE 1" = 50' REVISIONS' 0 C � R � p bD f N o c 0 C C � o � 0 a v � u 9 � a v SEWER FORCEMAIN PLAN AND PROFILE STA: 22+00 TO 30+98.71 30B NUMBER: OM..DD DRAWN BY: MAL DATE OCTOBER 31, 2D08 C IIINIII N II I NI IINI IN Oil IINI IINI IINIIN 1111111111111111111111 MIN IIIIIII Page: 46 of 72 VERTICAL SCALE ," _ 10 Fees. $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 111 II 1I I I III Ilgl 1H I IIIIIIIIIIIIII I IIII II111111I 1111111111111111111111 Page: 47 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 303 RRCOPD DP'1YVRIGS IIII (IIII II �II�Ilillllll IIIIIIIIIII II IIII IIIIIiII h II IIIIIII II Page48 of 2 Page:: of 72 82 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM III i III III II 111111111 IN 11111111111111111111111111111111111111111111 1H IN Page Page::49 oof 82 f 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM l REVISIONS DT11A 19 sq.ft. 6,701 Sq.ft. 1 LOT13B �,605 fiq.ft. m MH 11. M 2942.43 MH 12 MH 13 MH 14 STA: 1N86.95 STA 11.76.06 STA: 10,28.22 RIM ELEV: 2941,96 RIM ELEV: 2941.54 INV OUT ELEV: 2936.81 9 INV OUT ELEV: 2936.29 f INVRIM OUT ELEV: EL2EV:40.80 2935.55 12+00 11+00 10.00 M SITE PLAN SCALE 1" = 50' MH 15 STA: 07.14.45 RIM ELEV: 2941.17 INV OUT ELEV: 2934.19 9,00 8,00 7.00 PROFILE GRAVITY MAIN HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' LOTZA 01 1 1 5,620 q.ft. 9B2 5 eB S \ LOrzB 6,063 sq.f o• P rn z O _ 114 J g T25B t sq.ft. 65.1 64.24' \ 8'03'W 504'S8'O] E 00.30' — O 4z'w 3 m MH 1 MH 1 MH 16 STA 0242.51 STA: 02.82.51 STA: 04,65.27 RIA1 ELEV: 2941.39 RIM ELEV: 2941.39 RIM ELEV: 2940.74--� INV OUT ELEV: 2932.21 INV OUT ELEV: 2932.21 INV OUT ELEV: 2932.93 6,00 5.00 4+00 3.00 4+00 . .IE Ill zM„IC,II.COS IOl o Y6 M„6 yb 4109 ^ �5r oY�S i pn PM n .: 2 'OS.Ss 025 w SITE PLAN SCALE 1" = 50' MH 2 STA: 01.82.65 MH 3 RIM ELEV: 2940.04 $TA: 00,32.24 INV OUT ELEV: 2931.83 RIM ELEV: 2939.32 LIFT STATION INV OUT ELEV: 2930.89 STA: 00+00 -INV IN ELEV: 2930.70 - B' WATER MAIN 2944 3,00 2.00 1+DO PROFILE GRAVITY MAIN HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' �e o; Qj C 0� m � 0 ty] 7 s C � t C d Cd 0 Q-) 0 0 � O nW Y� Q /1 O 0 FN+\11 g jr� rT' c;l V 1 Z lr—r W O SEWER PLAN AND PROFILE STA: 0+00 TO 12+00 JOB NUMBER: ODDOD.00 DRAWN BY: MAL DATE: OCTOBER 31, 2008 C 304 BGcuP 0 DRAV,1114GS Illlllll l I I I III II IIII I IIIII II IIIII III I I IIIII III I II U I IIIII Page: 50 of 72 Page: 50 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM I' a ry 4 5,753 sq.ft.' ry/ 3 2a WB1D76i,¢ED ACCESS d 9 ST 1 L0T1BB " 1 p !6 1(/.SEME N �9 ,off }9, ,352 Sq.R.o ' ,Nilt' 3,963 sq.fLOT1BA 3 Nl 676• n 126 I58 Z4'28'W 6.9g• l I 156 o \�5 500'a]'OB"W 97.51' J 40 \\\ ,'��\b S6g76.0j PART( \\9 , 160 II,. SB• p N87'49'39'E rDLT VGCL .4 G✓ G- O 4 \\ 20' WID SHARED .� p f 3].6o 44.40' NB7'15'S6'E 4 5 SJ9. EASE616Dfitq.ft. SJ.4 � f IT LOT178 p '��'•�'' >" 6,741 sq.ft. $ g9 •`� POND 5' UTI ITY EAS NT- LOT55 260 10,664 sq.ft. LOT49 Nea'S6'46'W 109.83' LOT44 ¢ ,p `% 'Jo w'29 9,617 sq.ft. w LOT50 51 \ LOT43 11,5M sq.f[. 11,535 sq.ft. 2 ti i 10,720 sq.ft. t/ 'b 1 I 9C JO N8 °yy MH 18 I f 7 h9 ti n b ry IM 2943.29 s vnLITv UTILITY "' S LOTs1 246 INV. 2936.98 EATEMEN EATEMENP A _ 11,076 sq.ft. '� L0T4J 2 170 LOT41 _ C O LOT45 9 J 10,fi39 sq.ft�EMENT - 1N 11,909 sq.ft. v 11,626 sq.ft y2 6't ill LOT51 9,C23sq.1t. J�Ji 5' UTILITY 58 $ Cb R 56. � NBB'S6'46'W 111.69' �f EASEMEN C5 ,$t d, 112 L= 89. 8' � 17 c 277941.72 s, C54 p m f O , I�4IIM�// 3 N89'53'27-E L�289 S89'53'2Tw M5.3 N84'S3.279P-6' 108. 21' 3 91.65' _ C6 Yip G 105 �' LOT47 C63 O '�, r C70 1U� 11,879 sq. 105 L0T53 13614 o. SE L0T46 g o 106 r LOT52 sq.It. 5' UTILITY b -0 N 9 15,210 sq.ft. g L, I: m N� 11,990 sq.ft. LOT114 C60 ��m \ I n 230 12,416 sq.It. 1 C61 O 5' UTILITY 180 200 UTILITY c P J• EASEMEN o C62 \ C]i 214 EASEMENT oJ'P'Y0 'ro'4 - ` Na9'53'27'E 31005' -� ` N09'53'27'E 186.65' -� R!44.38 C 3 6,062 sq.ft. n - -- - - -. - . . INV. 2936.22 - - - _ _ _- ?� N89'13'17% 111,11' 5' Lm OTY � EASEMENT $ 207 S 215 o -15.00' z$ 221 4.98' _ A 183 MH7 189 0 195 LOT40 yA. RIM 29 36 m RIM 2945.2-0 $ g u 15.549 sq.ft_ JINV. 0 .2935.73 INV OUT 2933 99 Yd SITE PLAN SCALE 1" = 50 IIIIIIII II II I III IIBI Iillll l it I II I IIII IIIII Iilil Ilf I IIII IIII IIII II I III II II IIII III200900015282 Page: 511 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM POSSIBLE LS FUrURE ROAD INV. IN 2930.70tCCESS N88'56'46"W 109.90' 25t LORD $ 11,002 W.ft. 245 LOT29 $ 11,060 sq.ft. NB8'56'46"W 110.89' 1 5' UTILITY EASEMENT 239 4 LOT30 MH 2941D�56 ,q.ft. -1lT 2932.25 IN 32.37 227 y MH 5 Jo. -RIM 2942.57 s INV. OUT 2932. Lo131 15,750 sq-ft. !1�7. M991'�11.!!! . � -.. ice■ _'����w�ll���ll �� �_�����_ �����:�_='`''� tt�.Ilttltttt� Ilttlt�It�1tII�IIIIIIIIIIIttI� �� ���� � .. 1 �.Sn1 t2.0U 11. 10,00 9-00 6+00 7,00 PROFILE GRAVITY MAIN HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' UY ELEV 925.00 6,00 5.00 4.00 3,D0 2.00. 1.00_- -- 0 00 1 REVISIONS: � E o cl QJ M 1� Q N 'D O b13 a C C CCS NJ: •On 0 v SEWER FORCEMAIN PLAN AND PROFILE STA: 0+00 TO 13+00 JOB NUMBER: 00D00.00 DRAWN BY: MAL DATE: OCTOBER 31, 2M C 305 177',, II I iI dl l u II I II I INI �I I II I ILI N111I II III 11III 11111111111 II Page: 52 of 7 2 Page: 52 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM IIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIBIIINIII�IIIIIillllllllllllullllllllllllllll Page: 2 53 of 72 Fees: $524.0 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PMO REVISIONS: H 22 RIM 2 42. 37 INV. OUT 37.53 Pd SITE PLAN SCALE 1" = 50' MH MH 12 MH 10 STA: 14-74.29 RIM ELEV: 2942.81 INV OUT ELEV: 29: MH 11 STA: 15.09.31 RIM ELEV: 2942.43 INV OUT ELEV: 2938.16 14.32.05 14-M 13,00 12-M u SITE PLAN SCALE 1" = 50' IL w 11N 10.00 PROFILE GRAVITY MAIN HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' 9,00 B-00 u ° C O � U on .m. N tin co L 0 SEWER PLAN AND PROFILE STA 10+00 TO 15+00 AND EMERGANCY ACCESS IOB NUMBER 00000,00 DRAWN BY: MAL DATE: OCTOBER 31, 2009 C 306 RP"ORD DRAVlu, t7 S I9I III I I III III Page: 54 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM III I I I II III I III II I I III III Ilhl III II II IIIII i II II II III I I III 2 Page: 5 of 7 P Page: 5 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM I REVISIONS: SITE PLAN SCALE 1" = 50' s MH 8 STA: 0,00 RIM ELEV: 2944.36 — INV OUT ELEV: 293L22 2948 29M 29 �2yy933 DATUM ELEV2 MH 18 STA: 1.37.35 RIM ELEV: 2943.29 — INV OUT ELEV: 2936.98 E OW 18'MIN. EPERATI 293000 PROFILE GRAVITY MAIN HORIZONTAL SCALE 1" - 50' VERTICAL SCALE 1" = 10' O MN 6 STA: 0.00 RIM ELEV: 2945.20 INV OUT ELEV: 293: DATU.4 293 a: SITE PLAN SCALE 1" = 50' PROFILE GRAVITY MAIN HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10' 1' Is �yc ii 25 Sg OJ'S1'I „6 <01Z 2j-, .r t. \\111 �s SITE PLAN a SCALE 1" = 50' MH 1 STA: 0.00 RIM ELEV: 2941.39 INV OLIT ELEV: 2932.i PROFILE GRAVITY MAIN HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 10 ' PV C Se4zR <pyP Wi CAP MH 20 STA: 02,54.28 RUA ELEV: 2942.37 INV OUT ELEV: 2933.95 MAIN, A - 45' 8' MIN. SEPERATION cn � u C U K -1' . x�� b a C r ham' QJ t��1 C by � C � � b4 C C cc3 - 0 QJ � C 0 C P, KYY A t u a � SEWER PLAN AND PROFILE KESTREL COURT, SANDIULL COURT, AND ENTRANCE JOB NUMBER OOUORaO DRAWN BY: MAL DATE OCIOBER 31,2008 C 307 -77 I - ' �__'O R 1 11 h A %V I Ii: ; II II I II I I III III I II I age: II II II I IIII 1101111111111111111111111111111111111111 1I) P5 of 7 2 Page: 6 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM III I III II I i II II III II I I III II I I I I I� II 2 Page: 57 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM REVISIONS: INSTALLATION BY DEVELOPER WATER LINE SERVICE SADDLE /STOP 1' P.E. SERVICE ONE PIECE LID CURB BOX W / STATIONARY ROD -LENGTH �\ AS REQ'D. FOR 6' BURY + 6" CORP STOP SERVICE CLAMP _ WATER LINE CURB STOP J INSTALLATION BY OWNER 6 KALISPELL CITY WATER CURB BOX WITHIN 12' OF "HOUSE SIDE" OF UTILITY EASEMENT UTILITY EASEMENT 4" ASPHALT- 97%M.D.D. 6" OF 3/4" CRUSH- 95%MDD 9' SELECT SUBBASE - 95% MDD SERVICE MARKED WITH 2 x 4 PAINTED IN BLUE �- SERVICE TAIL BROUGHT TO SURFACE MANHOLE RING 8: COVER , IFCO T72 - A OR EQUAL WITH SOLID COVER MARKED "SANITARY SEWER'. IF MANHOLE IS LOCATED WITHIN A GUTTER OR FLOW PATH, A WATER TIGHT MANHOLE RING AND LID SHALL BE PROVIDED, IT SHALL BE OLYMPIC MODEL WITH 0-RING IN BASE AND MATCHED'V" RIDGE IN THE LID. 1 I ADJUSTABLE RINGS PRE CAST REINFORCED CONC. MANHOLE RISER It ECCENTRIC CONE TOP MANUFACTURED IN ACCORDANCE WITH ASTM C-748 SEAL ALL JOINTS WITH 'RAM-NEK- OR EQUAL O FILLET TO BE CAST IN \\\ PLACE OR PRE CAST \ �- 8" PEA GRAVEL PRE CAST BOTTOM UNDISTURBED SOIL 2 x 4 LOCTAION AT END C- EASEMENT LINE VARIES 4• SDR 35 PVC SERVICE LINE SEWER WYE 4 SERVICE LINE 8' SEWER MAIN LINE SLOPE- 1 /8' PER FOOT MINIMUM GROUND SURFACE PLACE DETECTABLE MARKING TAPE 12- MIN AT 18' MAX DEPTH FOR BOTH SEWER FORCE MAIN AND WATER MAIN. PLACE STEEL TIE BARS -PRIME It FIELD 6.0 SECOND WARNING TAPE IMMEDIATELY WRAP EXPOSED STEEL WITH'POLKEN" TRENCH ON TOP OF SEWER FORCE MAIN. TAPE OR "TAPE COAT FOR CORROSION WALLS TYPE "A" TRENCH BACKFILL PROTECTION-1 /2" TIE BAR FOR 10" VALVE & UNDER 3/4" MINUS CRUSHED 4• GRAVEL OR COARSE SAND WATER OR SEWER FORCE MAIN SERVICE 1.5" TO 3.5' DIA. CRUSHED STONE TO STABILIZE UBSTABLE FOUNDATION I FOR 10' VALVE Et UNDER, WIDTH = DIAMETER OF PIPE PLUS 18" INSTALL PLUMB W/ STREAMER ( MUELLER SUPER CENTURION 250, 5-1/4', NOZZLE NORMAL TO STREET 3-WAY, M.J. SHOE, FIRE HYDRANT Qo WRAP HYDRANT BARREL W/TAPE COAT FOR CORROSION PROTECTION MINIMUM T FROM EDGE SIDEWALK TO HYDRANT 6 " MUELLER AUX . VALVE / WITH METAL VALVE BOX - VALVE BOX TO BE A MIN. OF 18' FROM EDGE OF GUTTER `TELESCOPE EXTENSION `VALVE BOX BEDDING PER SPECS. S CONCRETE VARIES M.J. TEE W/ THRUST BLOCK 113 CU. YD. PEA GRAVEL TO NOTE: COVER AREA AROUND & BELOW SEE CITY OF KALISPELL HYDRANT DRAIN qi� CONSTRUCTION STANDARDS FOR SIDEWALK CONSTRUCTION DETAILS. THRUST BLOCK S=1/4' PRE CAS SLAB 18'X 18C. 18" 18" X 4' UNDISTURBED SOIL 6" OF 3/4' CRUSH - COMPACTED TO 95%M.D.D. DRIVEWAYS 2" x 2" WOOD STAKE, BURIED, LOCATES SERVICE END PLUG OR CAP AT PROPERTY LINE AS TYPICAL NOTE: NOTE: THE SHOWN THRUST BLOCKS MUST RESTRAIN ALL TEES, PLUGS, CAPS, REDUCERS, VALVES, BE BUILT EXACTLY TO THE DIMENSION HYDRANTS AND BENDS 22.5 DEG. AND GREATER WITH SHOWN BELOW NO OVERSIZE THRUST CONCRETE THRUST BLOCKS PER MONTANA PUBLIC WORKS BLOCKS WILL BE ACCEPTED. STANDARD SPECIFICATIONS DRAWINGS 02713-1, 02718-1 AND 02718-2. ( SEE SPECIFICATIONS ) fuNoisruRem �' say (TYP.I 6 9 6 b 4 4 WRAP ILL FITTINGS WRH PGLYETHY(E PM TO POURING THRUST RLOCRS. CONCRETE THRUST BLOCK BEARING AREA REQUIRED vrt OEN Om �1' 22 n 11!F' 1¢F oR iEE ELBOW fi REttxET SQ. I OIEIIESI ISU. TTI ISa. RII I50 FTI FT. 6 J.9 5.5 I.0 I.5 10 10.9 15.E ROTE . FOR PPEL.E PRIISIR6 EROW ,b P.1.1. CIO I C n 0 a C c,' L L 0 CA � MA cU WATER AND SEWER TYPICAL DETAILS IOBNUMBFJL OM.00 DRAWN BY: MAL DATE: OCTOBER 31, 1006 C 401 RUIc7pn 1 AU7II.TIlC IIIIIIiI II II I N III IIIII INIII III 111 IUI i I IIIII IIII IIN III 1111111111111 IN Page: 58 of 722 Fees. $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM w Z J w 0' ¢W W SIDEWALK 7°�° °�° SIDEWALK LANDSCAPING 1 0 LANDSCAPING Q1 4" ASPHALT - DENSITY AND SURFACE REQUIREMENTS SHALL BE IN ACCORDANCE WITH MPWSS SECTION 02510 PARAGRAPH 3.28 Q2 6" CRUSHED GRAVEL BASE, -3/4" DIAMETER@95 % DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99 ©9" SELECT SUB-BASE@95% DENSITY (± 3% OPTIMUM MOISTURE) PER AASHTO T-99 1. THICKNESSES OF ASPHALT, CRUSHED GRAVEL AND SUB -BASE SHALL BE AS SHOWN, UNLESS AN ALTERNATE DESIGN IS APPROVED. THE FINAL STREET DESIGN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO START OF CONSTRUCTION. 2. THE WIDTH OF THE RIGHT-OF-WAY MAY BE INCREASED DUE TO UTILITIES, OR OTHER REQUIREMENTS. 3. THE MAXIMUM GRADE SHALL BE 8%. 4. ON STREET PARKING GOVERNED BY CITY OF KALISPELL SUBDIVISION REGULATIONS. -11_tJ[ Illli,li` _-1•!'I I:, I.(�I ) c�l'I1;1)7t ,_'' l(�- ) „!.FJ7 n,rlT)!r:'r�lEh. 1 !U I :��� I -li 1 I iN 1nT I-IITI (IiI II GI- ��.71 1 v� 1 l 1. -� � I •i ! 1 11IC 1-" - l l [: I Ill inl I r I JIIi�ID 1. UI DOAIbIdlXlpfIU19111t9W1. pE qA®AT EApI ro0li Of MVAIVE AVD roeR Of TAK81C . z mmrialax nolrs swLa RA®Ar esrr is oF¢ve lsATH MD 4WL fNVE A M�IWLN RVM OF lM AM19 A 1@aMU111101H Cf ur. ox+rrxTlm locos swL x mcTur®nuwvwoa Sm1V16. Too SHVl lE US®xH,Ul x91 YEQ V6l5 MIlAL® A'O oE5T11M A(A¢GAiE IMI9UDIX WAM AC�1®!@011M x nmc mas swuec rlr¢ymroAaAmusar ur. ,. mloure sxuLx Blpp WI1H 3f4'M,AMM AouwTF, BOOBUB nar snawTx a 400° rs, sxTo nAn FBiAm4cur, un 14Amnrr wns ar r. 5. IIpM1'Io1V(mYiRAaos k)r145 B1Y VARY A14r111Y iRgY 1H5 rArrNa. rnneAs ome131s w,reuuLr RmH Tf Alg4 ouertas swu eenrrtrt®ro rrc arY ruR uv¢w. e ran uoEs aF aus¢o auva use lwraw,�y4•owleTal � ugrom ron rla au A•o amu IOLIMTId° THE eae Iwleuri sxru ec@`PACTB)ro>Sx oemrvL+3x amHa1 SH W.ITf IE Ili R1M1 A[R35 ItAW" T SIDEWALK q, s, OF, AN 84' X 24' TRUNCATED CONE SECTION SHALL BEINSTALLEDIN ACCORDANCE WITH THE ADA ACT, 1. PEDESTRIAN RAMPS SHALL COMPLY WITH THE AMERICANS WITH DISABIUTIES ACT/ACCESSIBILITY GUIDEUNES FOR BUILDINGS AND FACILITIES 2. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR PEDESTRIAN RAMPS. THE MAXIMUM SLOPE SHALL BE 1:12 (8.33%I 3. THE CROSS SLOPE SHALL BE NO GREATER THAN 1:50 (2.00%). 4. A LANDING AREA THE WIDTH OF THE RAMP AND AT LEAST 36 INCHES IN LENGTH SHALL BE PROVIDED AT THE TOP OF THE RAMP. SLOPEOFTHE LANDING SHALL NOT EXCEED 1:50 (200%) IN ALL DIRECTIONS. 5. ALTERNATE DESIGNS AND LOCATIONS SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABIUTES ACT/ACCESSIBIUTY GUIDELINES FOR BUILDINGS AND FACILITIES AND SHALL BE APPROVED BY THE PUBUC WORKS DEPARTMENT PRIOR TO START OF CONSTRUCTION. 6. PEDESTRIAN RAMPS SHALL BE A MINIMUM OF 60INCHES WIDE- 111111111111111 lit 111111111111111111 Page:5 of 7 2 Page: 9 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM r,; CROSS SLOPE MR.) _ _ P CROSS SLOPE L4. OF 3/4' CRUSHED GRAVEL (95%MDD) 9' OF 3• MINUS PIT -RUN GRAVEL ALL DISTURBED AREAS AND ROAD CUT BASE (95% MDD) AND FILLS TO BE RE -VEGETATED WITH FLATHEAD COUNTY APPROVED SEED COMPACTED SUB&GRADE MD(TURE. (ORGANIC TOPSOIL REMOVED) PARK EMERGENCY ACCESS SECTION SCALE: N.T.S. NOTE ALL METAL SURFACES SHALL BE POWDER TYPICAL GATE DETAIL COATED WITH NORMAL COLORSO, ors COMPONENTS SHALL BE FABRICATED WITHY' CONTINUOUS WELDS REVISIONS: F—' Q�/� r0^ V f 1rvT,11 2 O � L 5 w � 1�1 1"-ti 1�1 O ROAD SIDEWALK TYPICAL DETAILS JOB NUMBER: 00000.00 DRAWN BY: MAL DATE: OCTOBER 31, 2M C 402 Illlll l I I 1 � Ilul lu II �� I�I� I III II I I N dl l u II III age: 60 of 0 of 7 2 P Page: 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM �1111111 HE 111111111111111111111111111111 IN2009000152 Page: 611 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 1 REVISIONS: FIBERGLA55 REINFORCED PLA5TIC ENCLOSURE 48. REQUIRED FOR HINGED_ ACCE55 PANEL REMOVABLE ACCE55 PANEL 45' 1 48- 2 51C)E5 4' DUCTILE IRON 51001 - FL X FL 6' OLICTILE IRON 5POOL FL X FL TO 5' BEYOND WET WELL FORCE M111 OUTLET 2933.00 8' PVC TEE TOP AND DROP PIPE I EP.MINATING 4' BELOW PUMP OFF SEWER INLET 2930.70 NO . i REBAR @ 12' O . C _ TYPICAL THROUGHOUT 5TRUCTUPT NOTE: IN THC EVENT THAT THE UCAVATED MATERIAL 15 CON51DERED UN5UNABLE FOR 13N:UILL V THE ENGINEER, SLURRY OR BACUtU MATERIAL APPROVED BY THE ENGINFEP_ SHALL BE IMPORTED AND PLACED TO 5PECIPICATION5. 2- NPT 5ERVICE ENTRANCE CONNECTION 48' F"Ou"", FOR HINGED AC CE55 PANEL NOTE CUSTOMER SUCTION AND DISCHARGE CONNECTIONS AP.E 12511 PINIGE STATION CROSS -SECTION SCALE : 1 /2" = 1' - 0" IJI II I 1. �I - 4' . G' G' DEEP GRIT BASIN INCREASING ELBOW CONCRETE FILLET FIBCRf.LA55 REINFORCED PvsnC ENCLOSURE COMPLETELY RCMOVAELL FOR MA1pR SERVICE REQUIP.(MEN15 4' SCH 80 PVC VENT PIPE ATTACHED TO BUILDING WALL (MAY BE EXCLUDED IF BUILT INTO GOPJ LAN-RUPP UFT STATION) PVC NR RCLASE VALIR P.ETURN PIPING To Be TERM1NaTeD r eELow PUMr oFe 2940.00 ALL FITTING5 IN THE WET WELL ARC DUCTILE WITH FLANGED ENDS , NO MCC" CONNEC1I0195 AP.0 ALLOWED yR4ell�il%lIIp4RRfl.�I�i G' % 4- INCREASING FL. > FL. 90 ELBOW 2931 DO (ALAPM AND FLOAT 5WITCH 01 , PUMP5 O! ) 2930.50 ( LAG) 2930.00 ( LEAD ) 2928.0 ( Off) 252G.3 ( FLOAT SWITCH N2 - OFF ) 292G.PJ G' Of COMPACTED PEA -GRAVEL 5TANDARD GORMAN-P,UPP BUBBLER 5Y5TCM 294O 2Qr: 29�1 2925 SEE SHEET E-101 FOR ELECTRICAL DETAILS 5ERVICE ENTRANCE CC METER POLE 4' SCH B' GRAVITY 5EWFR LINE HITT CL 2R30.70 ALL NUTS, BOLTS. WA511ER5 AND ANY TYPE OF CABLE5, SUPPORTS IN T"E WETLAND TO DE 5TAINLE55 STEEL. — PLAN VIEW t SCALE : 1 / 2 " = 1 ' - 0 " REMOVABLE ACCE55 PANEL 45-M,1' 2 51DE5 CE55 Y HOLE FOP. DISCHARGE .0 0 � 0 p U C m Qi tan C P 0 u O W w z rr^^ ~ V1 E-� z g, i 0 LLLLagll W 1/� W II"u7 O/1 ��ll LIFT STATION PLAN AND SECTION DETAIL JOB NUMBER: 00000.00 DRAWN BY: MAL DATE: OCTOBER 31. 2008 C 403 RECORD DRAWINGS REVISIONS: iN89'42'00'E 3.60.05' I _� .i- _ I N89'40'21"E I 799.11' / 85,59' 23.47 96.6299.71'-'^54.66' 54A6'---8.46' 287.51' 225.8010 ' / NBt-04'O4"W 08. PARK 8.89' - _737 -- m -__--_ 139 ' 111 _ 16,852 5gJt. 113 L0T11 L N N L A N85'a2'S9'W tot.7o' sN P LOT4A 115 LO"A o LOT. 5,679 sq t. 3 m m 4 ,4 .ft. 578 -ft. '� 5 279 sq. O � � 79.80' o _ 7 .fL , 5,979 S f , u N 8'I 9 62' SB9' '1 gq 40 .4i lq7• 1 729 LOT7n 3 21.90' Ng�02j a u;S __- '20.13 W o�£{'. 62 ./L 2943 145 s 6 5 sq.ft. IS- 4' LSq COI YB 0.99' IQ129' 6,279 .ft. 0T706 7 v sq.(t. 135 Sb s 1 127 SJ' m LOT6A sj q f!§g• 6,464 sq.ft. LOT SA a L 7 111 LOT c a vro uoi o f ^ Pi9' H 5,204 f > 3 6 s • sq.ft. OsJ sS , 10 07 1 45 _--_ / 23 �' 9.(L �$ 2 .-. 143 s9. 7` L1,47' 9 j Nle' i :.. 147 o NggzS• __ LOT78 7 / 6 W o � n ua O61.Ofi .. - �4. 1q? 7,323 sq.ft. 5.92'• L0T36 - r m LOT 3 149 1g ' �I I+S I)5'x24'CSP---ERT_ m °' . - - -. .- N ] 7 / o-n n 395 s LOT56 29,?seeo - _ --'/5, 0- - EA6TP h INV T N JJJF, ` 369 10.01' _ n 8, q.(t. 119 4,60 gl ag0j0 Ot s ft. 581 L El 12 125 9.217 sq.ft. \ `- 985'Ot'S]"W \2a 33 \ n \6 A }5.33 9 937 s / a N � �- -`. ... ] ....... 20g L ELEV 2940.+0. _ `� Im g9 50 � SE 16T nm I / gElevt!di t 6,270 .'144�r1ry ' h I.jB' Jq g°j W ry8D .585'0145 A ft.5a F v29435•� L0T261175,979 qo 193 PARK 317]- 99_,__._04 Y ACCESS v. IN ZIM 5s L0T19A \ 138 LOT208 _ ��9T,� LEY 3 25 0]' OUT 29364m.29J].2 �.�'.. - p 'I �~ 16 •'f�, m I ry 266 142 6l 1140 s 5 . , g �7.58' 40 n 5.LO .(L o- 267 o 519 `53-22s .fg t 1A .]J\ f 7$ CB ro I14 ^ 6S125q TN L0T25 261' E �l n 59 i4 ] O J T27B OT258 13].3J• ry o '23'� T20A z 5,6 f[ 136 \ __� D \ 3 � n hr gg J6' n 0.g. ]2. _ 100 F2 .3(� 37 sq.(t PVC PERF T Sg 5,909 17 Sp 9 �• t 00' i� -- 9 63 0 LOT2 f L 73A� LO 36 5TA PPIP nay 97g4 N6 g•7sF 3 j0�N`S25 26t m 263 m 5,67„ y� 34,00 93� ro a9 ^ 122E '$ q 'sg, y, II L0T2 3 3 / 0 i m T238 12 F� A I L 7A 5,785 sq.f 134 0 a Pr '* "� s[.ft. } FF 29 80 a0 373 p5 6 >O .55 rn FF ��41$45 B -� 116 �Q + g267 W n it F 1941. 35'[x 24' (SP CULVERT L ELEV 29 OV n' 12'0IAPVC 0 9� 132 OTLQR6 8]'43'O6"E 10 .]9' 124 12' PVC PERF EO INVERTil29l]E IV. IN 29J -.�- 16 001 m �12 ?' PIPE I �.1AjI.1U N8006'49"W =LOTi B "' Si PE 5, 5q ( l m LO OT h� 8�7. 55 66.B ^ L018A a 25q.f[. \ \3 rssxo �° 44}5•W .74' 1 _ 3 352 sq. t.o ti N 111 6 3,9 35q,it� n Nl•. l 126 � "SW INV. OUi 293693 0 158 �^ 624'21"W j o 3✓hh 566005 au v`wn.. roµ...uw� L0T1 A rn 0.0CK FILLED DRAItUGE TR[8 `___,___ 1 w 3 ' S88'47'O8'W 9 6' 5,617 .(to '10 148 m ( 156 �15DIA PVC PERPORATED POND f, 06' 61 sq.ft. o Sg I STAND IIIE >MN `2 3'001 R 9 160 ]9 6pa f 6 PARK 7�' N87'49'39'E '22'4}_E y \ LOT17A 82.00' '-'� SJZt _ F z EL ELEV 29J9.9J' - 587"22'43"E 19+00 'Py 6,505 sq./t. / 44.40 1 37.60 6 j0` 14 5 _ � F 47 o I o INV IN 293I.28' POSSIBLE 53.75' _ E \ i- N87_4_5 WEINV.OUT293].iB- �9.31' a5' 5t.8t' Sq, _ FUTURE ROAD s 29 .90 oW /j. / 93,69' LOT55 J gJa. 0,664 Sq.ft. '^ ACCESS F 294 0 A , 12'OIA PVC PERfO ��^� ` F' f i. £ N L s58t LOT t 'o o STAND 4�,y " N88S646 W q' 8,741 sq t. _ -_ tU9 90' LOT A m'J. LOT49 FF 2943.20 'sy. 8,511 s ft. / L0T44 y LOT43 'S0 s �• 9,617 sq. ft. LOT50 _N88_56'46"W _t09_83 32±fN1 ! 3}R: 11,544 sq.ft. yo zy o, S'`p }: hs FF 2943.20 „ 0,720 sq.ft. \ } 71,535 sq.( FF 2943.70 h"'' js, ,., CR 13 ti3ti IF 2943.70 >z - N60 2 6 y\ /, 14 J• ly INV. 39.62' LOT28 165 00 $ R 9 z `}'E 11,002 zq.ft. FF 2942,62 �LOT54 112 Ff 2943.Z0 - 71,076 sq.ft 2� N \"�_ `5�73,81.2321 ^1y FFmo _ 52.21 0 ll' J 6. )6' \30.03' \S �'es . 2g6qf PgllspoLoO0p. TJ4. 2�iN6332'AA9a3JS G. � 580' } j If71 LOT45 - i �gqN.L EV 2964 '4,"6LOTL0T166 0,639 sq.ft.W sq._t,t09 94'0.f. 9 55 sq.ft. 293.70 o L94�3"2. NB6'56'431.00 E ]i 2 11169O F 2286'D' 7` N39'2325"E 294341 S89'53105LOT29N89'°3'27"L 35_ N8953'2.27 J3 289.8965 1. C S `�" l FF 2943.41 I] $opo ��` -\ 105 \ 11,8709s ft 0 FF 2946.00 0'� LOT53 v {• 35E - - \ OT46 f o \ 706 V 105 LOT52 �0 13614 sq.f N� 1t0.e9' as 15, 10 sq. ft. FF 2946.00 J INV. 0tR 29)g.6T L0T41 o+ 1T°� N63209�� �/ 72943.70 J 1,990 sq.ft. .�3p» ID 12,416 Sq.ft '' p, <Ba o = �' 230 Po, FF Z946.10 o E HY294t is 786 u; Q, 2 IF 2944.2 I;a P$•J tD 1]8.46'--- o }-__.«_I11. ____- Z LOT30 s. w 3F--- a -t,30.Ot' 44,23'J 0,056 sq.ft, om ^ CB / Po7 N69 527'E 310.05' l.l1 N8953'27'E 186.65' ROAD I: I I« 1 LUPI DRIVE 1 233 7� 376�062 q ft 8 g N85 327E 572.69 100.00'-100.00----100.00 -- 100,00' 100 T - 52.71' � 227 yD F 2946.30 4'98 t5.00' 5h 7 9 19 201 2 7 z t5 o A 221 J' LOT40 h o o o FF 2944.60 15,549 sq.ft u m m m �_ 44 s fit. °�' l �i LOT31 FF 2946*60 F FF 2947.10 IF 294. FF 2947.50 { FF 2946.12 f FF 2944.6 15,750 sq.ft. 573 q LMT q - L0T36 F FF 2945.0 h� LOT39 L0T35 L0T34 LO.0 LOT32 _ - a 11,573 sq.f 71,584 sq.ft. 11,595 sq.ft. 77,606 s ft. 11,617 sq.ft. 12,486 sq.ft 2yti 73,114 R FF 2946.20 0. FOUND in o, ALUMINUM r.1 y m m m -_ 513/- FOUx ND 8A5A,I 63.93' 151.26' .y' .500 .' MONUMENT 00010000100.0062300 1 513 516 S24~� z94'46 �- 1022.54' 1321.14' CK) 3G bn OE ^ u 0-, � O bA � � C N o UV CU „ 0 22 0. DRAINAGE SITE PLAN 524 S19 LEGEND JOB NUMBER: 00000.00 DRAWN BY: MAL SITE PLAN SLOPE OF GRADE DATE! °SOBER 31,2 U8 II I I I I I II II ) II II II I II I �� II I II I (III I I I I I III IIII Page: 62 of 722 ,,( ) E - , SCALE V = 50 _i C Fees: $524.00 II IIII I I II II II II II I II III I II II III II I II II I II I I II II 200900015282 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM Page: 63 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM 501 jw 7" DRIVE OVER CURB Et GUTTER SLOTTED STORM INLET NEENAH R3511 OR APPROVED EQUAL, RING E& COVER SHALL BE APPROXIMATELY 3/8" BELOW FINISHED GRADE 12" SDR 35 PVC SLOPE VARIES - MIN. SLOPE = .004 PIPE MUST MAINTAIN 18" MIN. CLEARANCE OVER TOP OF WATER MAIN AT ALL TIMES I I ` 12" 45' ELBOW 4"-6" PEA GRAVEL CATCH BASIN DETAIL 35' X 24' CSP CULVERT STA.9+65 7 COVER @CL \ r3sa .�r 12" DIA. REFORATED PVC EXTEND TO B DETENTION F L TYPICAL STORM DRAIN PROFILE 3' MINUS GRAVEL FILL INV. OUT ELEV: 2936,56 NOTE: 1. ALL ELECTRICAL CONDUIT WITH LESS THAN 36' OF COVER SHALL BE COVERED WITH CONCRETE. INHE 01111111111111111111111111111 IN Page: 6 of 7 2 Page: 4 of 72 Paula Robinson, Flathead CountyMT b NC Fees: :05$52PM Y 5/29/2009 4:05 PM 35' X 24' CSP CULVERT STA. 33+44.4 2' COVER @ CL NOTE: 1. ALL ELECTRICAL CONDUIT WITH LESS THAN 36' OF COVER SHALL BE COVERED WITH CONCRETE. GENERAL DRAINAGE NOTES: 1. ALL REQUIRED STORM WATER RETENTION FACILITIES SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO BUILDING CONSTRUCTION AND PAVING UNLESS OTHERWISE APPROVED BY PUBLIC WORKS DEPARTMENT. 2. ALL BUILDING LOTS TO DRAIN TO THE CURB AT THE FRONT OF THE LOT. 3. RETENTION POND AND COLLECTION SYSTEM WILL BE PRIVATELY DESIGN FOR 10 YR. - 6 HR STORM = i = .20 INCHES/HOUR = INTENSITY RUNOFF COEFFICIENT=k : NATIVE GRASS = .30 PAVED ROAD 8: PADS = .90 GRAVEL ROAD Et PADS = .80 UNIMPROVED = .30 LANDSCAPED = .30 DEVELOPMENT AREA = 23.16 ACRES = a Q = kia = RATIONAL FORMULA PRE -DEVELOPMENT RUNOFF UNIMPROVED= .30 X .20 X 23.18 = 1.40 CFS TOTAL= 1.40 CPS POST -DEVELOPMENT RUNOFF PAVED AREAS/STRUCTURES= .90 X .20 X 8.97= 1.37 CFS LANDSCAPED= .30 X .20 X 14.20=.72 CFS TOTAL= 2.49 CFS ADDITIONAL STORM WATER GENERATED 1.09 CFS = 1.09 CFS X 60 SEC X 60 MIN. X 6 HR = 23,439.24 C.F. 3/' MINUS GRAVEL FILL INV. OUT ELEV: 2936.13 IIIIIIIIIO III�IIIIIIII�IIIIIIII�III�IIInIIIuIIIIIIII�IIIIIIIItlIIIn IIIOIII�IIItl IIII 20090ooIS282 Paula Robinson, Flathead Coun ty MT by NC Page: 65 Fees: $524.OD of 72 5/29/2009 4:05 PM REVISIONS: Q DECEMBER I6 NAA F ran E C o F � ♦: a� ea n __ C � o E, o irk � Lti :. c1d O H nW Fw� Mp C z 0 � W _ ICI W O DRAINAGE DETIALS "A" JOB NUMBER: OM.00 DRAWN BY: MAL DATE: OCTOBER 3l, 2M C 502 REVISIONS: Q DECEMBER 16 2018 POND HIGHWATER ELEV: nM.00 BERM ELEV: 2938.75 Ad' WIDE O WNAGE CHANNEL WI01 SECLER 1.5' TO 3' CLEAN MGU Wl pW11RM EROSION CONTROL FMRIC F.G. ELEV: 2937.50 M. ELEV: 29M.75 �— wERSECTION OF PUMP OISCHMGE CHANNEL 4' WIDE POND OVERFLOW CHAN101 EX, ELEV: ".- STORMWATER POND DISCHARGE SECTION NTS R/' WIDE DRAINAGE CHANNEL WITH POND OVERFLOW CfIMNiL TO SELECT I.F TO T CLEAN ANGULAR UNNAMED STREAM 0.00t F.G. ElEV:29I7.50 NV. ELEV:2937D0 r MAINTAIN M. ELFV: 293P.00 PERFORATE WITH 1' POuS, LARGE FLAT ROCK P"m ON TOP �INV. ELEV:2934.Ti OPENING `— RI IP 90- ELBOW, Oulu 1' HOILS SLOPE TO TO ALLOW FOR dW1UF,E PROVIDE l' TO No- PIDUCER DRAWBACK TO EROSION CgiTPOI PUMPS FABPK, SWES AND 3-TEE MO VALVED DISCHMGE BOTTOM F. THREADED CONNEETION, 1213' PVC DISCHMGE ON DISCHARGEPLUGGED AT LINES FROM PUMP THIS TIME, 3' PVC GLEBE VALVE CHAMBERS WITH PLASTIC VALVE IN EASTK NAND STORMWATER PUMP DISCHARGE SECTION NTS OVERSIZED ROCK 5 nA1s FILTER FABRIC a.7r M3N DETENTION SWALE SECTION NTS I IryI IpI 'pI NN II ry p N II f IIIIIIII H II I III IIIII )III Ilfll IINI IINI )III IINI IIIN )III IIIII IINI )III II I II )III III )III Page: 2 66 of 72 Paula Robinson, Flathead County MT by NC 5/29/20es:09 $52 PM FLMHING ALARM LK+HT WEATHERPROOF DUPLEX CONTROL BOX POST —NTED. IN UFT STATION FENCED AEA (NOTE, ONLY ONE SET OF FLOATS REQUIRED FOR DUPLEX PUMP SYSTEM) POWER AND CONTROL WIRE I.11Z' PVC CONDUITTO CONTROL PANEL-1 5ELLED CONNECTORS FOR ALL CONTROL —AND POWER CMLES CONDUIT ROUTED TO DUPLEX CgrtROLLDI —NN LIFT STATION FENCED AREA POWER SU ftL CONDLRT TAKEN THROUGH SIDE MANHOLE RN,G AND COVER, IFCO M OR ENGINEER PENETMTION SEWER EQUAL. MARYiD FOR STORM EWER SIMPLEX GUIDE RAIL SYSTEM S.S. w— / I I / I I � INSULAFON BENEATH WET WEu 3' FORCE MAW DISCHARGE PIPING, SCNED b — FOR FIRST 10 FEET HIGH ALARM FLOAT P 5' ABOVE BOTTOM OF POND Y SCHED BD DISCHMGE PIPING LAG PUMP ON FLOAT. 2.5' MOVE BOTTOM OF POND �- LEAD PUMP ON FLOAT — MOVE BOTTOM OF POND PUMPS OFF FLOAT u.5MOVE I TTCMA OF POND NOTE: LOW ALARM FLOAT @ BOTTOM OF POND PUMPS NAVE NOT BEEN OPERATED WITH OISCNMGE TO THE PLANNED POINT OF DISCHARGE AT THIS TYRE, SYSTEM GgU4N RiPP MODEL 1—C. E2.7 CONTROLLERS AND FLOAT SETTING NAVE NOT SIMPLEX PUMP OR ENGINEER APPROVED BEEN V M P E D M OF DECFMBE0. i 5, ZOOS. EQUAL. WITH SIMPLE GUIDE PAL 5YSTEM HS' I.D. DRY WELL MANHOLE STORMWATER PUMP CHAMBER NITS WIDTH VARIES FABRIC HIGH WATER - 211:75 I DOWNSTREAM POND USE FILTER FABRIC ON ALL EDGES / L_ L— POND BOTTOM - 2932.60 (PLAN) 12' CIA PERPORATED POND FILLED WITH OVERSIZE ROCK PVC FROM CB 13 TO EXTEND TO BASE DRAIN FROM CB 11 OF SWALE. 12' DIA. PERFORATED PVC EXTEND TO BOTTOM OF DETENTION POND STORM DETENTION POND 2 PROFILE 111�01IIIIII 1111IN11111IIII1I 1ININ1101IN 1111111111111111111111111111111 P2009 age°67 of 722 Paula Robinson, Flathead CountyMT b NC Fees: $524.00 Y 5/29/2009 4:05 PM l`r�TI,1 1� A I1111A.Myy�""'����1 w � a z 0 LU a" w Z O DRAINAGE DETIALS NBN JOB NUMBER: 00000.DO DRAWN BY: MAL DATE OCTDBER 31, 200S C 503 PT MR 1) FA A,,nNn, IIIIN IIIIIIIIIIIIIIIIINIIIIIIIINIIINIIINIIINIII�IIINIIIIIIIINIII�IIINIIINIIINIIII Page: 68 of 722 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM � f 111 � �► ► III IIII IIIII IIIII IIIII IIIII I IIIII Ii I IINI IIIII IIIII IIU II I NI IIIII IIII IIII 2 Page: 69 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM REVISIONS: FXI (1) r FXI FXI \ FXI I CU l ___- --�-�� I FXI (I1) h 11 (I) I FXI J _ FXI (3) �e11 1 l-o \ I I \ I (3) �a FXI FX2_ l ' (3) (3) / \ FXI) / S i � 1 / I / o / FXI - \ � b d d I FXI FXI FXI FXI (3) (2) (2) (2) 7� STREET LIGHTING SCALE 1'- 75' 3 LIGHTING FIXTURE SCHEDULE LAMPS TYPE DESCRIPTION PER LAMP VOLTS WATTS MOUNTING MFGR. B PIN POLE FIXTURE TYPE FX1 DECORATIVE 1 150W POLE ANTIQUE STREET LAMPS EPSX 16 S4 3-3/8T1I ANDG STREET LIGHT METAL HALIDE 240 185 MOUNT EM77RT 150M MED ARM: EAJ4/1 ANDG GCF SR2 240 ANDG OF FX2 DECORATIVE 1 150W POLE ANTIQUE STREET LAMPS EPSX 16 S4 3-3/8T11 ANDG STREET LIGHT METAL HALIDE 240 185 MOUNT EM17RT 150M MED ARM: EAJ4/1 ANDG GCF SR4SC 240 ANDG OF ROADWAY ILLUMINANCE (INCLUDING SIDEWALKS) AVERAGE AVERAGE MAINTAINED UNIFORMITY ILLUMINANCE ft) GRADIENT 0.4 6.3 (1) (I) FXI FX1 e UTILITY TRANSFORMER LIFT STATION (SEE PLAN THIS SHEET) 4' ROUND, 52' HIGH STEEL ARM: W PODER COATED DARK GREEN. 4' ROUND, 16. HIGH STEEL POLE. - POWDER COATED DARK GREEN. PROVIDE FUSES IN POWER — CIRCUIT TO BALLAST. SIZE OF FUSE SHALL BE AS REOUIRED BY LUMINAIRE MANUFACTURER I' CHAMFER ALL AROUND TOP AND SIDE EDGES I G' IE' MIN. HANDHOLE 3' X 5' (NOMINAL) NO. 5 THHN BUSHINGS PROVIDE MIN. OF 4, 'y'4' 0 X 24' H.5. GALV. ANCHOR BOLTS TO SUIT POLE BASE, AND DOUBLE NUTS PROVIDE NON -SHRINK GROUT AFTER ALIGNING POLE PRCVIDE RUBBED FINISH FOR ALL EXPOSED SURFACES FINISHED SURFACE 3000 P5I CONCRETE WITH MIN. OF 4-n5 VERTICALS WITH •3 TIES AT II' O.0 1 1/4' CONDUIT RUN AS SHOWN ON PLAN. IB' DIAMETER L{--------- STREET LIGHT DETAIL NO SCALE TO UTI LITT /—ENGINE ALARM TRANSFORMER GENERATOR DIALER 5ERVICE PEDESTAL - AUTOMATIC — F TRANSFER SWITCH _ a SERVICE TO STREET — — — — — — — — — — — — — — — — = PEDESTAL LIGHT N G CIRCUITS — — — — — — — — — — — — — — AND STORi ATER PONDS LIFT STATION / CONTROL PANEL PUMP STATION ENCLOSURE NOTE, ELECTICAL LAYOUT IS SCHEMATIC EXACT LCCTIONS AND LAYOUTS SHALL BE FIELD VERIFIED GENERATOR GEN-I 240V 3P 3W SOICW ■ UTILITY TRANSFORMER 24OV. 30 PUMP STATIO FENCE LIFT STATION PLAN NO SCALE SERVICE PEDESTAL (PER UTILITY REQUIREMENTS) 240V, 50, IOOA Q 7w, � LIFT STATION CONTROL PANEL (BY PUMP SUPPLIER) AUTOMATIC TRANSFER SWITCH AT5-1 240V, 30, IOOA PHOTOCELL CONTROLLED LIGHTING CONTACTOR TO STREET LIGHTING !. CIRCUITS �4 � AND STORM WATER PUMPS ONE LINE DIAGRAM NO SCALE r� v l W ( . w a 0 ULvv. Irk N W O ELECTRICAL STREET LIGHTING AND LIFT STATION JOB NUMBER BOo00.00 DRAWNBY: MAL DATE: OCTOBER 31, 1WL E 101 RECORD DRAWINGS 11111 Hill 11111111111111111111111111111111111111111111111111 1111 Page: 70 of 7 2 Page: 0 of 72 Fees: $524.00 Paula Robinson, Flathead County PIT by NC 5/29/2009 4:05 PM EXHIBIT B BREAKDOWN OF REIMBURSABLE COST LATE COMERS AGREEMENT FOR REIMBURSEMENT FOR SEWER SYSTEM EXTENSION ACTIVITY SEWER SEWAGE PUMPING $133,257.55 STATION SEWAGE FORCE $126,442.30 MAIN TOTAL COST 1 $259,699.85 1 Latecomers Agreementfor Reimbursementfor Municipal Sewer System Extensions Page 8 of 10 IIII ( I (II II II I II I II �� II II I II III III II I III II I IIIIII III IN P200900015282 age: 711 of 72 Fees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM C�F-`_IE��EXHIBIT C LEGAL DESCRIPTION OF LONE PINE TRAILS SUBDIVISION Y oouitFl�CC�� ac-r.oa i� The portion of the Southwest 1/4 of tTe sue, Township 28 North, Range 22 West, P.M., M., Flathead County, Montana, described as follows: Commencing at the Southeast corner of Section 13; Thence along the South line of the Southeast 1/4, South 89°57'48" West 1321.14 feet to the Point of Beginning; Then continuing along the South line of the Southeast 1/4, South 89057'48" West 1022.54 feet; Thence North 02°11' 14" East 259.30 feet; Thence North 75°38'21" West 220.77 feet to the East line of Learn Lane; Thence along the East line of the road, North 06036'52" East 571.40 feet; Thence North 89°42'00" East 360.05 feet; Thence North 89040'21" East 799.71 feet; Thence South 0093'10" East 113.02 feet; Thence South 00°02'09" East 774.26 feet to the Point of Beginning, containing 23.08 acres of land all as shown hereon. Subject to and together with easements of record. Latecomers Agreement for Reimbursement for Municipal Sewer System Extensions Page 9 of 10 200900015282 II�IIIIIIIIIIIIIIIIIIII�IIII�II�I�III�IIIIIIIII�IIIIIIIIIIIIIIIII�IIIIIIII�IIIIIIIIIIIIIIIIIN Fpage: 72 of 72 ees: $524.00 Paula Robinson, Flathead County MT by NC 5/29/2009 4:05 PM EXHIBIT D SEWER COST PER EQUIVALENT DWELLING UNIT (EDU) DETERMINATION The purpose of this exhibit is to clarify and document the methodology used to determine the cost per equivalent Dwelling Unit (EDU) for reimbursement for Lone Pine Development L.L.C. as referenced in the Late Comers Agreement for Reimbursement for Municipal Sewer System Extensions between Lone Pine Development L.L.C. and the City of Kalispell. The sewer lift station and force main extension was designed to meet the needs of the 81 EDU's planned in the Lone Pine Trails subdivision plus an additional hook up to the sewer system capacity available. If a project such as a commercial or industrial development were to connect to the sewer, the reimbursement costs would be calculated by taking the wastewater flow and converting to an equivalent dwelling unit. The City of Kalispell 2002 Facility Plan indicates that One Equivalent Dwelling Unit will generate 0.62 gallons per minute of peak wastewater flow. The total estimated discharge from the Lone Pine Trails subdivision lift station is 225 GPM which can be accommodated by both the sewer force main extension and the Kalispell City gravity sewer main that the force main extends from. The pump station installed has a rated capacity of 225 gallons per minute. At a peak flow of 0.62 gallons per minute per residence, the pump station can meet the DEQ required peak flow rate from 363 Equivalent Dwelling Units (EDU). The construction cost of the pump station is $133,257.55 which means a latecomers' fee of $367.10 per EDU could be collected. Lone Pine Subdivision contains 81 Lots (EDU's). The reimbursable construction costs to the developer of Lone Pine Trails Subdivision shall be $103,522.20 ((363 EDU's — 81 EDU's ) X $367.10/EDU)). The six-inch force main has a capacity of 450 gallons per minute with the velocity limited to 5 feet per second (this velocity is the recommended maximum usable velocity from PVC pipe design guides). At a peak flow of 0.62 gallons per minute per residence, the force main can meet the DEQ peak flow rate from 726 Equivalent Dwelling Units (EDU). The construction cost of the six- inch force main is $126,442.30 which means a latecomers' fee of $174.16 per EDU could be collected. Lone Pine Trails Subdivision contains 81 Lots (EDU's). The reimbursable construction costs to the developer of Lone Pine Subdivision for the six-inch force main shall be $112,333.20 ((726 EDU's — 81 EDU's ) X $174.16/EDU). The Latecomers Agreement shall be for $541.26 per EDU for reimbursement if the offsite flow terminated in the gravity system for Lone Pine Trails. This would be $367.10 per EDU for the pump station portion and $174.16 per EDU for the force main portion. At total of 282 EDU's. Flow terminating into the force main shall have a reimbursement of $174.16 per EDU. At a total of 645 EDU's. Latecomers Agreement for Reimbursement for Municipal Sewer System Extensions Page 10 of 10