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HomeMy Public PortalAbout2023.05.01 Recreational Pathway, Stormwater Pipeline and Catch Basin and Snow Storage Easement AgreementInstrument # 457809 VALLEY COUNTY, CASCADE, IDAHO 07-03-2023 10:33:51 No. of Pages: 21 Recorded for: CITY OF MCCALL DOUGLAS A. MILLER Fee: $0.00 Ex -Officio Recorder Deputy: NA Electronically Recorded by Simplifile RECREATIONAL PATHWAY, STORMWATER SYSTEM, AND SNOW STORAGE EASEMENT AGREEMENT This Recreational Pathway and Snow Storage and Stormwater System Easement Agreement ("Agreement") is made by and between J. R. SIMPLOT COMPANY, its successors and assigns (hereinafter called the "Grantor"), and CITY OF McCALL, a municipal corporation of the State of Idaho (hereinafter called the "Grantee") as of May 1, 2023 ("Effective Date"). RECITALS a) Grantor owns certain real property situated in Valley County, Idaho, more particularly described in Exhibit A hereto; and (b) Grantee, will utilize and construct a recreational pathway, stormwater pipeline and catch basin and store snow on a portion of Grantor's real property as described in Exhibit B attached hereto ("Easement Area"); and (c) Grantor will grant to Grantee, and Grantee desires to accept under the terms and conditions of this Agreement, a conditional, perpetual, non-exclusive easement (the "Easement") over, across and through the Easement Area for the purposes of constructing, operating, cleaning, maintaining, and repairing the recreational pathway, stormwater pipeline and catch basin located within the Easement Area; and for above ground snow storage; and for no other purpose. AGREEMENT/GRANT OF EASEMENT NOW, THEREFORE, in consideration of the recitals above, which are incorporated below, and good and valuable consideration, the receipt and sufficiency of which hereby is acknowledged, Grantors, by giving this Easement, and Grantee, by recording this Easement and/or exercising the rights granted herein, agree as follows: 1. Grant of Easement. Grantor hereby grants and conveys to Grantee, in perpetuity, subject to the subordination and reversion contained below, a non-exclusive Recreational Pathway and Snow Storage Easement over, upon, across and through the Easement Area for use as a non - motorized, recreational pathway accessible to the general public, storm water system, and for above ground snow storage, and for performing repairs and maintenance of these facilities located within the Easement Area, and for no other purpose. All rights granted herein shall be subordinate to Grantor's ingress and egress to and from Deinhard Lane, together with any revisions Grantor installs for improving such ingress and egress. Grantee represents and warrants Grantee's re- construction of Deinhard Road and its recreational pathway shall be constructed to substantially conform to the plans shown on Exhibit C attached hereto. Failure to construct improvements within the easement in substantial conformity with Exhibit C shall authorize Grantor to terminate this Agreement, and Grantee authorizes Grantor to record a termination and release of this Agreement in the official real property records of Valley County, Idaho. 2. Condition of Easement Area. Grantee accepts the Easement Area in its "as -is" condition, including, but not limited to, physical attributes and any condition of title. Grantor RECREATIONAL PATHWAY, STORMWATER PIPELINE AND CATCH BASIN AND SNOW STORAGE EASEMENT AGREEMENT - 1 RECREATIONAL PATHWAY, STORMWATER SYSTEM, AND SNOW STORAGE EASEMENT AGREEMENT This Recreational Pathway and Snow Storage and Stormwater System Easement Agreement ("Agreement") is made by and between J. R. SIMPLOT COMPANY, its successors and assigns (hereinafter called the "Grantor"), and CITY OF McCALL, a municipal corporation of the State ofldaho (hereinafter called the "Grantee") as of May 1, 2023 ("Effective Date"). RECITALS a) Grantor owns certain real property situated m Valley County, Idaho, more particularly described in Exhibit A hereto; and (b) Grantee. will utilize and construct a recreational pathway, stormwater pipeline and catch basin and store snow on a portion of Grantor's real property as described in Exhibit B attached hereto ("Easement Area"); and ( c) Grantor will grant to Grantee, and Grantee desires to accept under the terms and conditions of this Agreement, a conditional, perpetual, non-exclusive easement (the "Easement") over, across and through the Easement Area for the purposes of constructing, operating, cleaning, maintaining, and repairing the recreational pathway, storm water pipeline and catch basin located within the Easement Area; and for above ground snow storage; and for no other purpose. / AGREEMENT/GRANT OF EASEMENT NOW, THEREFORE, in consideration of the recitals above, which are incorporated below, and good and valuable consideration, the receipt and sufficiency of which hereby is acknowledged, Grantors, by giving this Easement, and Grantee, by recording this Easement and/or exercising the rights granted herein, agree as follows: 1. Grant of Easement. Grantor hereby grants and conveys to Grantee; in perpetuity, subject to the subordination and reversion contained below, a non-exclusive Recreational Pathway and Snow Storage Easement over, upon, across and through the Easement Area for use as a non- motorized, recreational pathway accessible to the general public, storm water system, and for above ground snow storage, and for performing repairs and maintenance of these facilities located within the Easement Area, and for no other purpose. All rights granted herein shall be subordinate to Grantor's ingress and egress to and from Deinhard Lane, together with any revisions Grantor installs for improving such ingress and egress. Grantee represents and warrants Grantee's re- construction of Deinhard Road and its recreational pathway shall be constructed to substantially conform to the plans shown on Exhibit C attached hereto. Failure to construct improvements within the easement in substantial conformity with Exhibit C shall authorize Grantor to terminate this Agreement, and Grantee authorizes Grantor to record a termination and release of this Agreement in the official real property records of Valley County, Idaho. 2. Condition of Easement Area. Grantee accepts the Easement Area in its "as-is" condition, including, but not limited to, physical attributes and any condition of title. Grantor RECREATIONAL PATHWAY, STORMWATER PIPELINE AND CATCH BASIN AND SNOW STORAGE EASEMENT AGREEMENT - 1 makes no representation or warranty that the Easement Area is free and clear of encumbrances 3. Construction. Grantee shall construct a recreational pathway, a stormwater pipeline and catch basin, within the Easement Area at the sole expense of Grantee and in conformance with the plans approved by Grantor, as described in Exhibit C attached hereto. Grantee's construction of the recreational pathway, stormwater pipeline and catch basin shall be completed within two (2) years of the Effective Date. If construction of the recreational pathway, storm water pipeline and catch basin are not completed within two (2) years of the Effective Date, this Agreement shall automatically terminate and Grantee hereby provides its consent for Grantor to record a termination and release of this Agreement in the official real property records of Valley County, Idaho. 4. Structures on Easement. Grantee will not erect any temporary or permanent structures other than the recreational pathway, stormwater pipeline and catch basin, roadway improvements and landscaping ( as identified in Exhibit C) on the Easement Area, without written approval of the Grantor, such approval not to be unreasonably conditioned, withheld or delayed. Grantor will not erect any temporary or permanent structures within the easement area except as may be required to temporarily close public access to the easement premises for purposes of permitted construction. 5. Landscaping. , Grantor shall use the Easement Area for purposes that do not materially interfere with Grantee's authorized use which shall include, but shall not be limited to planting trees, shrubs or ground cover and installing irrigation facilities within the Easement Area. Grantee shall be responsible to reasonably restore or replace any landscaping or irrigation systems existing as of the Effective Date or installed by the Grantor after the Effective Date damaged or destroyed by Grantee during the construction or use of the Easement by Grantee. 6. Maintenance, Repair; Costs and Expenses. Grantee shall be permitted to operate, maintain, and rep~ir such pathways, stormwater pipeline, stormwater catch basin, landscaping and other improvements constructed within the Easement Area according to the terms provided herein and at the sole expense and cost of Grantee. Grantee hereby waives all rights pursuant to City of McCall ordinance §8-5-010 and 8-5-020 and any amendments thereto, to require Grantor to repair, maintain, replace, or conduct snow removal on any recreational pathways constructed by Grantee or constructed on behalf of Grantee on Grantor's real property prior to or after the Effective Date. Any repair, maintenance, or replacement of all such pathways, shall be conducted by the Grantee, and Grantee shall be responsible for defending Grantor from all damages, injury and claims of damage and injury arising from or related to Grantee's failure to repair, maintain and replace such pathways. Any repair, maintenance or replacement of ·any stormwater improvements installed in accordance with this Agreement shall be conducted by Grantee at Grantee's sole expense. 7. Limitation of Liability. The provisions of Idaho Code Section 36-1604 shall apply with regard to the use of the Easement by the public, including but not limited to the following: (1) Grantors Exempt from W aming. Grantors owe no duty of care to keep the RECREATIONAL P A'TIIWA Y, STORMW ATER PIPELINE' AND CATCH BASIN AND SNOW STORAGE EASEMENT AGREEMENT - 2 Easement safe for entry by others for recreational purposes, or to give any warning of a dangerous condition, use, structure, or activity on such premises to persons entering for such purposes. Neither the installation of a sign or other form of warning of a dangerous condition, use, structure, or activity, nor any modification made for the purpose of improving the safety of others, nor the failure to maintain or keep in place any sign, other form of warning, or modification made to improve safety, shall create liability on the part of Grantors where there is no other basis for such liability. (2) Grantors Assume No Liability. Grantors do not, with regard to individuals who are either directly or indirectly invited or permitted to use the Easement for no charge for recreational purposes, thereby: (i) Extend any assurance that the Easement is safe for any purpose; or, (ii) Confer upon such person the legal status of an invitee or licensee to whom a duty of care is owed; or, (iii) Assume responsibility for or incur liability for any injury to person or property of such persons. (3) Grantors Not Required to Keep Easement Safe. Nothing in this section shall be construed to: (i) Create a duty of care or ground of liability for injury to persons or property; or, (ii) Relieve any person using the Easement for recreational purposes from any obligation which they may have in the absence of this section to exercise care in their use of such land and in their activities thereon, or from legal consequences or failure to employ such care; or, (iii) Apply to any person or persons who for compensation permit the land to be used for recreational purposes. (4) User Liable for Damages. Any person using the Easement for recreational purposes, with or without permission, shall be liable for any damage to persons or property which they may cause while on said property. 8. Run with the Land. All provisions of this Easement Agreement, including the agreement as to payment of all costs and expenses therefor shall run with the real property described on Exhibit A and shall benefit and bind the heirs, successors and assigns of Grantors and Grantee. RECREATIONAL PATHWAY, STORMWATER PIPELINE AND CATCH BASIN AND SNOW STORAGE EASEMENT AGREEMENT - 3 9. Remedies. The parties hereto, their heirs, successors and assigns shall have all rights and remedies provided at law or in equity to enforce their rights hereunder. In the event of any action or proceeding by either party hereto against the other, in any way arising out of this Recreational Pathway, Stormwater Utilities, and Snow Storage Easement Agreement or attempting to enforce any right herein granted, the Grantee shall pay Grantor's reasonable attorney fees and costs , only if Grantor should prevail in such action. Likewise, Grantor shall be required to pay Grantee's reasonable attorney's fees and costs associated with enforcement of Grantee's rights, should Grantee prevail against Grantor in a court action to enforce the same. IN WITNESS WHEREOF, the Grantor and Grantee have executed this Recreational Pathway, Stormwater Pipeline and Catch Basin and Snow Storage Easement Agreement effective as of the day and year first above written. GRANTEE: CITY OF McCALL STATE OF IDAHO ) ) ss. County of Valley ) GRANTOR: J. R. SIMPLOT COMPANY By:-:::::S-..=2::;_ __ James B. Alderman, Senior Vice President and Secretary On this ~ day of j \.\ \ ~ , in the year of 2023, before me Lb'<\ i\:'~\};\K.'in:5 , personallj appeared ROBERT GILES and BESSIE JO WAGNER, known or identified to me to be the Mayor and City Clerk, respectively, of the CITY OF McCALL, and acknowledged to me that they executed the same on behalf of the CITY OF McCALL and were authorized to do so. ~Ml, a ~ (SEAL) LORIA WILKINS ~ Public for Idaho NOTARYPUBLIC-STATEOFIDAHO My Commission Expires: ) ·-t-Jl)J8 COMMISSION NUMBER 20220789 ~m"MY_,c.0MiiiM .. 1siiisiii1oiiiiN iiiEXPiiiiiilREiiiS~3-~1-;20;28~.JI STATE OF IDAnv J ) ss. County of .MA-) qn this ~ day of 0.t,Lll J I , in the year of 2023, before me ... ~.f a_C. 6u ff-,J,ut.._, pdiionaliy appeared James B. Alderman , known or idetttified to me to be the Sr. VP and Secretarv , of J. R. SIMPLOT COMP ANY, and acknowledged to me that he executed the same on behalf of J. R. SIMPLOT COMP ANY and w;o:a horized to doso. rJA/>~,f,o_ d ~ (SEAL) ANGELA C. BUFFALIN C......~blic for Id~ COMMISSION #22747 My Commission Expires: 1_ ljg f ~21 NOTARY PUBLIC ...... ~-, .......... ,.....---~-T- STATE OF IDAHO RECREATIONAL PATHWAY, STORMWATER PIPELINE AND CATCH BASIN AND SNOW STORAGE EASEMENT AGREEMENT· 4 Exhibit A The following description is found in Quitclaim Deed recorded as Instrument Number 258687 on file in the office of the Valley County Recorder. Recorded on November 21, 2001. Description is transcribed as found in the above referenced document. A tract of land in the SEl/4 of the NWl/4 of Section 16, Township 18 North, Range 3 East, B. M., Valley County, Idaho, more particularly described as follows: Starting at the Northeast corner of said Subdivision go south along the east boundary a distance of 1065 feet to an iron pin, the real place of beginning. thence continue south along said boundary a distance of 85 feet; thence south 89°34' west 231 feet to the east boundary of State Highway No. 55; thence northerly along said highway boundary a distance of 87.91 feet to an iron pin; thence north 89°34' east 258 feet to the real point of beginning. AKA Tax No. 37 AND A tract of land in the SEl/4 of the NWl/4 of Section 16, Township 18 North, Range 3 East, B. M. Valley County, Idaho; more particularly described as follows; Starting at the northeast corner of said subdivision go south along the east boundary a distance of 1150 feet to iron pin, the real point of beginning; thence continue south along said boundary a distance of 85 feet; thence south 89°34' west 205 feet to the east boundary of State Highway No. 55; thence northerly along said highway boundary a distance of 87.91 feet to an iron pin; thence north 89°34' east 231 feet to the real place of beginning. AKA Tax No. 38 AND A parcel of land in the SWl/4 of NEl/4, Section 16, Township 18 North, Range 3 East, B.M., Valley County, Idaho more particularly described as follows: Commencing at the center 1/4 corner of said Section 16; Thence North 1 °33'38" East a distance of 30.0 feet the real place of beginning; Thence north 1°33'38" East a distance 1138.34 feet to a point 150.0 feet South of the North line of said subdivision; thence South 88°59'37" East a distance of 220 feet to a street formerly deeded to the City of McCall, Idaho; thence Southwesterly and South along the West boundary of said street 1250 feet more or less to a point 30 feet North of the South boundary of said subdivision; thence West 1 foot to the real point of beginning. AKA Tax No. 82 ALSO Commencing at the center X of said Section 16; thence South 88°54' East a distance of 61 feet; thence North 1 °33'38" East a distance of 30 feet to an iron pin set in concrete which is the real point of beginning; thence north 1 °33'38" East a distance of 700.0 feet; thence South 88°54' East a distance of 549.0 feet to an iron pin; thence N 0°49' Ea distance 438.34 feet to a pin; thence North 88°59'37" West a distance of 330.0 feet to an iron pin set in concrete; thence North 1°33'38" East a distance of 120 feet; thence South 88°59'37" East a distance of 710.0 feet; thence south 1 °33'35" West a distance of 600.00 feet; thence South 88°59'37" East a distance of 330.0 feet to the East line of said subdivision; thence South along said East line a distance of 659.95 feet to the North boundary line of Deinhard Lane; thence West 1259.0 feet more or less along said Deinhard Lane to the real point of beginning. AKA Tax No. 81, 81A, and 818 SAVE AND EXCEPT FROM Tax No. 81, 81A, and 81 B A parcel of land in SW1/4NE1/4 Section 16, Township 18 North, Range 3 East, Boise Meridian, Valley County, Idaho more particularly described as follows: Beginning at the center quarter corner of said Section 16, thence N.89°56'24" East along the mid-section line a distance of 610 feet; thence North 0°38'08" East, parallel to the N-S mid-section line a distance 857.90 feet to the Real Point of Beginning; thence continuing North 0°38'08" East, a distance of 435.60 feet to a point 30 feet South of the North line of said SW1/4NE1/4, thence North 89°56'10" East parallel to the said North line a distance of 250.00 feet; thence South 0°38'08" West, a distance of 435.60 feet; thence South 89°56'10" West, a distance of 250.00 feet to the Real Point of Beginning, AKA81A Exhibit B RPM00000161475 Permanent Easement Description A parcel of land located in the northeast quarter of the southeast quarter of Section 16, Township 18 North, Range 3 East, Boise Meridian, Valley County, Idaho, said parcel being part of an entire tract described in Instrument No. 258687 on file in the office of the Valley County Recorder, more particularly described as follows: COMMENCING at the Center Quarter Section Corner of Section 16, an aluminum cap as per Corner Record Instrument No 400445, thence running N.00°39' 49"E. 35.00 feet along the longitudinal centerline of said Section 16 to the southwest corner of said entire tract and north right-of-way line of Deinhard Lane, at a point 32.61 feet left of Deinhard Lane Centerline Station 52+15.98 and the POINT OF BEGINNING; Thence continuing along said section line N.00°39'49"E. 24.98 feet to a point 57.59 feet left of Deinhard Lane Centerline Station 52+16.43; Thence S.89"48'08"E. 25.00 feet to the southwest corner of parcel described in Instrument No. 353487 at a point 57.34 feet left of Deinhard Lane Centerline Station 52+41.43; Thence along the south line of said parcel, S.89"48'08"E. 100.00 feet to the southeast corner of said parcel at a point 56.36 feet left of Deinhard Lane Centerline Station 53+41.43; Thence S.81 "49'04"E. 143.23 feet to the southwest corner of parcel described in Instrument No. 376977 at a point 35.08 feet left of Deinhard Lane Centerline Station 54+83.07; Thence along the south line of said parcel S.89"49'll"E. 186.00 feet to the southeast corner of said parcel at a point 33.98 feet left of Deinhard Lane Centerline Station 56+68.51; Thence S.89"49'50"E. 166.78 feet to a point the easterly line of said entire tract at a point 35.15 feet left of Deinhard Lane Centerline Station 58+35.29; Thence S.00"00'28"E. 5.00 feet to a point in the north right-of-way line of Deinhard Lane at a point 30.15 feet left of Deinhard Lane Centerline Station 58+35.34; Thence along the north right-of-way line of Deinhard Lane, N.89"49'21"W. 619.85 feet, more or less, to the POINT OF BEGINNING. The above-described easement contains 0.161 acre (7003 sq. ft.), more or less, of which 0.013 acre (558 sq. ft.) is acknowledged to be within an existing water and sewer easement. Reference Station 52+15.98 to 58+35.34 of the De in hard Lane Centerline Alignment. Together with and subject to covenants, easements, and restrictions of record. Prepared by Horrocks Engineers. '·· , ;,; · ... ,1) .-~ LEGEND - - - -QUARTER SECTION LINE P/L PROPERTY LINE ----R/W EXISTING ROW LINE -P---P-- -PERMANENTEASEMENTLINE ~~~~~..:'f~j PERMANENTEASEMENTAREA P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING / 0 6i° 70 I SCALE 1" = 60' ", RPM00000161475 PERMANENT EASEMENT J. R. SIMPLOT COMPANY . . ' ~~ '. . ' . " . S16,T~~N,R3E,B.M. VALLEY.COUNTY ,· ._. .... , RPMOOOOO 161475 J. R. SIMPLOT COMPANY TAX NO. 81, 81A& 818 AS PER INSTR NO. 258687 '-1) -~ IDAHOFIRST BANK RPM00000161630 -1)_ . ' 4- .. ' r· .~. r' •, till City of McCall HORROCKS -ut- llN01Nllll&s (5::8_±.3_5_.M) [3Jf.l&'__L]J '/ (S00°00'28"EI -.; 15.Q0.1 EXHIBIT C -Pathway and Stormwater Design Plans (select sheets from complete project civil set) PS&E SUBMITTAL SEPTEMBER 29th, 2022 -CITY OF McCALL- -DEINHARD LANE- ·SH-55 TO SAMSON TRAIL - -T 18N R 3E SECTION 16- VICINllY MAP Ill I rn . 1 INDEX TO SHEETS SHEET# DESCRIPTION 1 TITLE SHEET 2 PROJECTOVERVEWLAYOUT 3 GENERAL NOTES AND LEGEND SHEET ... 1YPICAI. SECTIONS 10-1S REl40VA1. SHEETS ,-RONJWAY PLAN SKEETS "'32 ROMINAY PROFILE SHEETS 33"11 ROADWAY DETAIL SHEETS 37-3ll STORMWATER PROFILE SHEETS .... SIGNAL PLAN SHEETS ., ... SIGNING AND STRIPING SHEETS 61"69 UTIUTY PLAN SHEETS 70 UTILITY DETAIL SHEET 71 CONSTRUCTION STAGING SHEET 72-102 ffiAFflC CON1Rl1 SHEETS HORROCKS ----u,u----E NGIN EE RS GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE PROJECT NOTES, DETAILS, SPECIFICATIONS, THE McCALL CITY STANDARDS, PAYETIE LAKES RECREATIONAL WATER AND SEWER DISTRICT (PLRWSD) STANDARDS, MUTCD AND THE MOST CURRENT EDmON OF THE IOAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). REFER TO PLRWSD STANDARD REVISIONS AND SUPPLEMENTARY SPECIFICATIONS TO THE 2020 ISPWC, DATED APRIL 2021, FOR STANDARD NOTES AND SEWER NOTES. 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS, SURVEY MARKERS, STREET SIGNS, UTILITJES, PAVEMENT, TREES, FENCES, ANO ANY OTHER IMPORTANT OBJECTS ON OR ADJACENT TO THE JOB SITE FROM DAMAGE UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, RESTORE OR REPLACE DAMAGED MONUMENTS AND FACILmES AS REQUIRED BY THE CITY OF McCALL, THE OWNER ANO/OR THE PROJECT ENGINEER. 3. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES BUT IS NOT LIMITED TO CHANGES REQUESTED BY THE OWNER AND SUBCONTRACTORS. 4. ALL TESTING OF MATERIALS SHAl.L MEET THE REQUIREMENTS OF THE CITY, THE 2020 ISPWC, THESE DRAWINGS, AND THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL MATERIAL.S REMOVED FROM THE PROJECT SITE UNLESS OTHERWISE NOTED IN THESE DRAWINGS OR DIRECTED BY THE CITY AND/OR PROJECT ENGINEER. TRANSPORTING AND DISPOSAL OF REMOVED MATERIALS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. THE CONTRACTOR SHALL ORDER LONG LEAD-TIME MATERIALS, UPON RECEIPT OF NOTICE OF AWARD FROM THE OWNER, TO ACHIEVE THE SUBSTANTIAL COMPLETION AND FINAL ACCEPTANCE MILESTONES SPECIFIED IN THE AGREEMENT. 7. THE CONTRACTOR SHALL DESIGNATE ANO ARRANGE FOR THEIR USE, DURING THE TERM OF THE CONTRACT, AREAS FOR WORK AND STORAGE IF REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH THE CITY TO lDENTIFY LANDS TO BE USED FOR CONSTRUCTION PURPOSES AND PROVIDE WRITTEN PERMISSION FROM OWNER'S OF SUCH PROPERTIES. 8. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY IS BASED UPON THE U.S. STATE PLANE NAD83, NAV083, GEIOD 03, EPOCH 02. COORDINATES SHOWN ARE BASED ON A McCALL MODIFIED GRID COORDINATE SYSTEM BROUGHT TO GROUND WITH A COMBINED FACTOR OF 1.000302 AND ORIGIN OF 1190000 N AND 2536000 E. 9. IF GROUNDWATER IS ENCOUNTERED DURING TRENCHING AND EXCAVATION CONTRACTOR SHALL DEWATER AS NECESSARY PER ISPWC STANDARDS THIS WILL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS. 10. CONTRACTOR SHALL APPLY SILANE 40 CONCRETE SEALER ON ALL CONSTRUCTED CONCRETE SURFACES INCLUDING SIDEWALK, CURB AND GUITER, PEDESTRIAN RAMPS, VALVE COLLARS, AND MANHOLE COLLARS. TO BE PAID FOR UNDER ITEM SP-10 SILANE 40 CONCRETE SEALER. UTILITY NOTES: l. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITJES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CALL •DIGUNE INC.• AT 811 AT LEAST THREE (3) BUSINESS DAYS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES LOCATED IN THE VICINITY OF THE PROJECT OF ANTICIPATED CONSTRUCTION TIMES. THE CONTRACTOR SHALL NOTIFY ITO FOR LOCATES ON STATE OWNED FACIUTIES. CONTACT JEFF CRIDER AT (208)334-8346, AT LEAST THREE (3) BUSINESS DAXS PRIOR TO CONSTRUCTION. 2. THE LOCATION OF THE EXISTING UTIUTIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL UNDERGROUND UTILITJES AND STRUCTURES. THE CONTRACTOR WILL BE RESPONSIBLE TO FIELD VERIFY THE EXACT UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ANY EXISTING UTILITlES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. STDRMWATER NOTES: l. ALL PIPE BEDDING SHALL BE CLASS 'TYPE l ANO ALL STORMWATER PIPES SHALL BE CLASS SOR 35 PVC, OR APPROVED EQUAL. UNLESS NOTED Oi"HERWISE. 2. ALL TEMPORARY INLET PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION OR EARTH DISTURBING ACTIVITES ANO SHOULD REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED OR REVEGETATED. 3. ALL PIPE CONNECTIONS TO CATCH BASINS AND MANHOLES SHALL BE WATER TIGHT. BOOTED CONNECTIONS SHALL BE USED AT ALL MANHOLES. TRAFFIC CONTROL NOTES= l. THE CONTRACTOR SHALL NOTIFY PROPER1Y/BUSINESS OWNERS OF STREET CLOSURES A MINIMUM OF 2 WEEKS IN ADVANCE. 2. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PEDESTRIAN ROUTES AT ALL TIMES, UNLESS OTHERWISE NOTED. ROADWAY NOTES: . l. ALL PLANT MIX PAVEMENT WITHIN THE PROJECT LIMITS SHALL BE SUPERPAVE HOT MIX ASPHALT, CLASS SP 3, PG 64-34. AGGREGATE FOR ALL PLANT MIX PAVEMENT SHALL BE 1/2". 2. PAVEMENT PLACED ON SH-55 AND OIENHARD LANE SHALL BE IN (3) 2~ LIFTS FOR A TOTAL THICKNESS OF 6•. PAVEMENT PLACED WITHIN ALL OTHER APPROACHES SHALL BE 3D THICK, AND 2.5" THICK WITHIN PATHWAYS. 3. ANY REMOVAL OF ASPHALT AND SHOULDER GRADING SHALL BE CONSIDERED INCIDENTAL TO PULVERIZATION OF THE EXISTING SURFACE. SWPPP AND EROSION CONTROL NOTES: l. FIBER WATTLES SHALL BE 9" DTAMETER IN SIZE. 2. FIBER WATTLES USED AS TEMPORARY CHECK DAMS SHALL BE SPACED 40 FEET. 3. REFER TO ITO STANDARD DRAWING 212-3 FOR MORE INFORMATION. 4. THE CONTRACTOR SHALL COMPLY WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR DISCHARGES FROM CONSTRUCTION ACTIVITIES (CGP), AND PREPARE AND MAINTAIN A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND FILE A NOi WITH THE EPA BEFORE COMMENCING ANY GROUND-DISTURBING ACllVITIES. SIGNING AND STRIPING: l. ALL EXISTING SIGNS SHALL BE SALVAGED TO THE CITY OF McCALL PUBLIC WORKS DEPARTMENT, WHICH IS CONSIDERED INCIDENTAL TO THE PROJECT. 2. ALL SIGNS, POSTS AND lNSTALLATION SHALL MEET REQUIREMENTS OF THE ISPWC SECTION 1105 PERMANENT TRAFFIC SIGNING. ALL SlGNS SHALL BE SIGN TYPE B AND SHALL MEET ISPWC AND MUTCD STANDARDS. ALL POSTS SHALL BE TYPE E-1 AND MOUNTED IN ACCORDANCE WITH lSPWC AND MUTCD STANDARDS. WATER NOTES: 1. WATER VALVES SHALL BE ADJUSTED TO GRADE WITH COLLAR AS SHOWN IN THE ROADWAY DETAIL.S. 2. CONTRACTOR TO VERIFY WATER VALVE LOCATIONS TO ENSURE All ARE ACCOUNTED FOR. REVISION DESIGN~~ t==t==============================t==t===-,+~"'a'.."':'=" 0 ~ IF:~'.P;~ ,. STU'"' 1 9'Y.J3 . I"' f--+---------------f--+----,CHECkED l \ nQ/2Q/??,/ f--+---------------f--+---t'cc'cc"11JC<S=c"ON ~~,f ~;; 1--+----------------+--+---i:= ~~f~p HORROCKS ---H---Er,.;01NCERs 2ns W. Navigator Dr. Suite 210 Meridian, ID 83642 (208)-895-2520 • City of McCall PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL McCALL, IDAHO 83638 208.634.8943 Signs (single, double post) Miscellaneous Utility Features Existing Fence Line Toe of Fill Top of Cut Prescriptive Right of Way Right-of-Way Line Property Line Ditch Bottom Permanent Easement Roadway (Edge of Pavement) Proposed Sawcut Shrub or Vegetation Tree Boulder Fire Hydrant Water Valve, Meter Monument, Corner (Control Points) Communication Junction Box Communication Manhole Stormwater Manhole Stormwater Inlet Sewer Manhole Borehole Light Poles (Power, Utilities) Stormwater Line Water Line Sanitary Sewer -X-X-X-X-X-X- ---P.RW--- ---RW--- ---P/L--- -P---P-- e @ D @ 0 T ¢ [I] ----ssc-- --,w----- --~sm-··---- Power Line (Above Ground) --OHE ---- Power Line (Below Ground} --E Communications --T----- Concrete Asphalt Gravel / Ornamental Rock North Arrow ......::...::.. 2Z I :::::. /~ Terrain Break Lines : :: :: :: :: :: :: : : : : :: :: ~ ~ ~ / Section Line Quarter Section Line Sixth Section Line Concrete Headwall/ Apron CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE, SH-55 TO SAMSON TRAIL GENERAL NOTES AND LEGEND SHEET ---RW--- ---SSC-- VERIFYSc,J..E llo\RIIJONENOION o~,- PROJECTtlfJN1,1N1DL.,t.,1<1E,.6fi.l!S DATE 91'2812022 DRAWING NO. ISHEET NO. 3 OF102 VARIES 23'-10' SWALE (SEE NOTE I} VARIES 14.S'-5' BACK SLOPE ITEM SP-2 2.5" (0.21') OF 1/2" PLANT MIX (SP-2) PAVEMENT PG 64-34, ITEM Bl0.4.1.A.3 4" (0.33') CRUSHED AGGREGATE FOR BASE, TYPE I, ITEM 802.4.1.B.1 B" (0.67') CRUSHED AGGREGATE FOR BASE, TYPE U, ITEM 802.4.1.B.2 SHLDR STA. 51+55.00 TO STA. 53+12.29 I' TOE OF FILL MATCH EXISllNG CONCRETE SIDEWALK, 5", ITEM 706.4.1.E.1 4" CRUSHED AGG FOR BASE, TYPE I, (JNODENTAL TO ITEM 706.4.1.E.1) CURB AND GUTTER, 6" VERTICAL, ITEM 706.4.1.A.5 ~NO~. k_ _____ _!~=------+BY:::....Jf-"'°':.:!TE'-i~ESMAN k--1-----------------'l-+--17~ 5' FORESLOPE I· <!> 10' SIDEWALK 2' SHLDR 2' LANDSCAPE REPAIR ITEM SP-2 CURB AND GUTTER, 6" VERTICAL, ITEM 706.4.1.A.5 65' EXISTING R/W NOTES: 1. EXCAVATE 4" BELOW FINSIHED GRADE AND PLACE 4" OF TOPSOIL IN SWALE LOCATIONS. <!) END LEFT SIDEWALK SECTION AT STA 50+57.35, AND BEGIN PATHWAY SECTION. SEE ROADWAY PLAN SHEETS FOR FURTHER SIDEWALK LAYOUT INFORMATION. 0 END LEFT CURB AND GUTTER AT STA 51+55.00 AND BEGIN LEFT SWALE SECTION. ~ END RIGHT SIDEWALK AT STA 52+43.82, AND END RIGHT 6" VERTICAL CURB AND GUTTER AT STA 53+12.29 ~ THE 18' WIDTH FOR THE WB RIGHT-TURN LANE 15 REFERENCED FROM THE PT (POINT-OF-TANGENCY) FOR THE PROPOSED LEFT CURB AND GUTTER LOCATED AT STA 50+65.18 ~ THE 22' WIDTH FOR THE EB TRAVEL-WAY IS REFERENCED FROM THE PT FOR THE PROPOSED RIGHT CURB AND GUTTER LOCATED AT STA 5!+24.75 . I ~ VARIES 18'-IZ' 12' WB RIGHT-TURN LANE WB TRAVEL WAY WB LEFT-TURN LANE - 12· I ~ VARIES 22'-12' EB TRAVEL WAY ?J>SIDEWALK 6' I 2' CURB & GUTTER HORROCKS ---1111---ENVl t,,:EERS 2775 W. Navigator Dr. Sul1D210 Meridian, ID 83642 (208)-895-2520 VAR/ES 3.3%-3.0%• 6" (0.50') CRUSHED AGGREGATE FOR BASE, TYPE I, ITEM 802.4.1.B.1 15" (1.25') CRUSHED AGGREGATE FOR BASE, TYPE II, ITEM 802.4.1.B.2 PROPOSED DEINHARD LANE TYPICAL SECTION A NOT TO SCALE ST A. 50+15.33 TO ST A. 53+12.29 lia City of McCall PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL McCALL. IDAHO 83638 20B.634.B943 2' A. CURB & ~ GUTTER ~ CONCRETE SIDEWALK, s•, ITEM 706.4.1.E.1 4" CRUSHED AGG FOR BASE, TYPE I, (INCIDENTAL TO ITEM 706.4.1.E.1) CURB AND GUTTER, 6' VERTICAL, ITEM 706.4.1.A.5 CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE. SH-55 TO SAMSON TRAIL TYPICAL SECTION PROJECT DI.NIMDLMR•- DATE """"22 DAAWIHO NO. SKEET NO. 5 OF102 65' EXISTING R/W 3' VARIES 13'-12' VARIES 12'-4' 12' SWALE (SEE NOTE I} WB RIGHT-TURN LANE WB TRAVEL WAY V ARJES 8'-7' BACKSLOPE DSCAPE REPAIR, V ITEM SP-2 2.5" (0.21') OF 1/2" PLANT MIX (SP-2) PAVEMENT PG 64-34, ITEM 810.4.l.A.3 4" (0.33') CRUSHED AGGREGATE FOR BASE, TYPE I, ITEM 802.4.1.B. l 8" (0.67') CRUSHED AGGREGATE FOi\ BASE, TYPE 11. ITEM 802.4.1.8.2 VAR/ES 2·-5• 4• BUFFER VALLEY NOTES: GRADE TO MATCH EXISTING ASPHALT PATHWAY EDGE (SEE NOTE 2) ORNAMENTAL ROCK, ITEM SP-5 (SEE NOTE 3) B" CONCRETE VALLEY GUTTER. ITEM 706.4.1.B.1 4" CRUSHED AGG FOR BASE, TYPE I, ITEM 802.4.1.B.l 1. EXCAVATE 4" BELOW RNSIHED GRADE AND PLACE 4" OF TOPSOIL IN SWALE LOCATIONS. TOP OF INLET CATCH BASIN GRATE SHALL BE FLUSH WITTl BOTTOM . OF SWALE, UNLESS NOTED OTHERWISE. 2. APPLY SEAL COAT (ITEM 808.4.A.l) TO THE SURFACE OF THE EXISTING ASPHALT PATHWAY. !TYPICAL STA 54+57.00 TO STA 78+52.00). GUTTER 3, INSTALL ORNAMENTAL ROCK. ITEM SP-5, FROM STA 54+65.00 LT. TO STA 57+95.00 LT. SEE ROADWAY PLAN AND DETAIL SHEETS FOR MORE INFORMATION. f.'"°=f------~""""°"=--------t-BY-1r-°"-TE-j~ESMAN "-_,_ _______________ ,__,_ _ _, DRAWN HORROCKS ---111---ES(jl,-.:EERS 2ns w. N1M9Btor Dr. Suita210 Meridian, ID 83642 (208),895-2520 6" (0.50') OF 1/2' PLANT MIX (3-2"UFTS) PAVEMENT (SP-3) PG 64-34, ITEM 810.4.1.A.1 6" (0.50') CRUSHED AGGREGATE FOR BASE, TYPE I, ITEM 802.4.l.B.l 15' (1.25') CRUSHED AGGREGATE FOR BASE, TYPE D, ITEM 802.4.1.B.2 PROPOSED DEINHARD LANE TYPICAL SECTION B NOT TO SCALE STA. 53+12.29 TO STA. S4+6S.OO 65' EX/STING R/W VARIES /2'-11' 12' WB TRAVEL WAY TWO WAY LEFT-TURN LANE 6" (0.50') OF 1/2" PLANT MIX (3-2"UFTS) PAVEMENT (SP-3) PG 64-34, ITEM 810.4.1.A.1 6" (0.50') CRUSHED AGGREGATE FOR BASE, TYPE I, ITEM 802.4.1.B.1 15" (1.25') CRUSHED AGGREGATE FOR BASE. TYPE U, ITEM 802.4.1.B.2 PROPOSED DEINHARD LANE TYPICAL SECUON C NOT TO SCALE ST A. 54+65.00 TO STA. 57+00.00 ala City of McCall PUBLIC WORKS DEPARlMENT 815 N. SAMSON lRAIL MCCALL. IOAHO 83638 208.634.8943 12' EB TRAVEL WAY VARIES 12'·11' EB TRAVEL WAY 2' 7' OFFSET TO DITCH BOTTOM _ 2' _sHLDR 7' OFFSET TO DITCH BOTTOM NOTES CONTINUED: q> ~g~~5(1:_09.f~::~r ~~:~~~~ WIDTH TO MATCH EXISTING PATHWAY ~ ENO LEFT PROPOSED SWALE SECTION AT STA 53+ 75.00 ~ ~Tig'Hp:i~i~DF;g~ ~:1~~+~~~6;~;e;i :,!~;~5~NTO EXISTING ~ EB TRAVEL WAY WIDTH VARIES FROM 12' AT STA 55+98.20 TO 11' AT STA 57+00.00 CITY OF McCALL VALLEY COUNTY, IDAHO OEINHARD LANE. SH-55 TO SAMSON TRAIL TYPICAL SECTION PROJECT DlNWIDtANll•ll>l-!4 DATE .....,, D,RAWINO NO. SHEET NO. 6 OF102 VARIES 5'-6' 4' BUFFER VALLEY GRADE TO MATCH EXISTING ASPHALT PAlliWAY EDGE (SEE NOTE 2) NO. ORNAMENTAL ROCK, ITEM SP-5 (SEE NOTE 3) 8" CONCRETE VALLEY GUTTER, ITEM 706.4.1.B.l 4" CRUSHED AGG FOR BASE, lYPE I, ITEM 802.4.1.B.l BY DATE GUTTER DESIGN A.DESMAN <><AWN """""' - ~"""" I' S LD 11' WB TRAVEL WAY 65' EXISTING R/W 12' TWO WAY LEFT-TURN LANE 6" (0.50') OF 1/2" PLANT MIX (3-2"UFTS) PAVEMENT (SP-3) PG 64-34, ITEM 810.4.1.A.1 12' (1.0') OF CEMENT RECYCLED ASPHALT STABILIZATION CLASS 11 (CRABS), ITEM 308-00SA. (SEE NOTE 1) HORROCKS ---IHI---E :,,.J (j I N E f. It S 2ns w. Navigator Dr. Suit9210 Meridian, ID 83642 (208),$5-2520 PROPOSED DEINHARD LANE TYPICAL SECTION D NOT TO SCALE ST A 57+00.00 TO STA 58+50.00 Iii PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL MCCALL. IOAHO 83638 208.634.8943 City of McCall 11' EB TRAVEL WAY 2' NOTES: 14' OFFSET TO DITCH BOTTOM STA 5B+24J7 TO ST A. 59+56 30 7' OFFSET TO ITCH BOTTOM LD TOP OF CUT MATCH EXISTING TOE OF FILL<!) MATCH EXISTING TOP OF CUT MATCH EXISTING TOE OF FILL MATCH EXISTlNG I. PLACEMENT OF CLASS II CRABS BASE SECTION WILL INCLUDE: ITEM 308-0lOA, PORTLAND CEMENT AND ITEM 308-0lSA PULVERIZE EXlSTlNG SURFACE. 2. APPLY SEAL COAT (ITEM 808.4.A.1) TO THE SURFACE OF lliE EXISTING ASPHALT PATHWAY. (TYPICAL STA 54+57.00 TO STA 78+52.00). 3. INSTALL ORNAMENTAL ROCK, ITEM SP-5, FROM STA 54+65.00 LT. TO STA 57+95.00 LT. SEE ROADWAY PLAN AND DETAIL SHEETS FOR MORE INFORMATION. <!) VARY PROPOSED TOE OF ALL AND SLOPE TO MATCH INTO EXISTlNG DITCH BOTIOM FROM STA 56+88.67 TO STA 57+57.58 CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE. SH-55 TO SAMSON TRAIL TYPICAL SECTION PROJECT DENI.UIDUHli&-61 DATE ......,, ORAwu.G NO. SHEET NO. 7 OF102 ORNAMENTAL ROCK, ITEM SP-5 AND ASPHALT REPAIR. ITEM SP-3 (SEE NOTE 3) PROPOSED DEINHARD PATHWAY CONNECTION (SEE NOTE 4) 2.5" (0.21') OF 1/2" PLANT MIX (SP-3) PAVEMENT PG 64-34, ITEM Bl0.4.1.A.3 4" (0.33') CRUSHEO AGGREGATE FOR BASE. TYPE I, ITEM 802.4.1. B. l 8" (0.67') CRUSHED AGGREGATE FOR BASE, TYPE II, ITEM 802.4.1.B.2 V ARJES 8'-1' PATHWAY BUFFER STA. SB+S0.00 TO STA. 60+02.73 NOTES: TOE OF FILL MATCH EXISTING GRAVEL SHLDR EXISTING GROUND~./ -----./ ./ ./ I' PAVEO SHLDR II' WB TRAVEL WAY 65' EXISTING R/W <!>VARIES 12'-0' TWO WAY LEFT-TURN LANE 6" (0.50') OF 1/2" PLANT MIX (3-2"LIFTS) PAVEMENT (SP-3) PG 64-34, ITEM 810.4.1.A.1 12" (1.0') OF CEMENT RECYCLED ASPHALT STABILIZATION CLASS 11 (CRABS), ITEM 30B-005A. (SEE NOTE 1) 6" (0.50') CRUSHED AGGREGATE FOR BASE, TYPE I, ITEM 802.4.1.B.l II' EB TRAVEL WAY PAVED SHLDR ES 2'-1' 6" (0.50') CRUSHED AGGREGATE FOR BASE, TYPE I, ITEM 802.4.1.B.l 14' OFFSET TO 0/TCH BOTTOM TOP OF CUT MATCH EXISTING TOE OF FILL MATCH EXISTING STA. 58+24.17 TO STA. S9+56.30 I' GRAVEL SHLOR -...... TOE OF FILL MATCH EXISTING -...... \_EXISTING GROUND 1. PLACEMENT OF CLASS U CRABS BASE SECTION WILL INCLUDE: ITEM 308-0IOA, PORTLAND CEMENT AND ITEM 308-015A PULVERIZE EXISTING SURFACE. PROPOSED DEINHARO LANE TYPICAL SECTION E NOT TO SCALE 2. APPLY SEAL COAT (ITEM 808.4.A.l) TO THE SURFACE OF THE EXISTING ASPHALT PATHWAY. (TYPICAL STA 54+57.00 TO STA 78+52.00) 3. LIMITS FOR GRAVEL REPAIR (ITEM SP-6) FOR PROPOSED PATHWAY BUFFER MATERIAL INCLUDE: STA 58+50.00 TO STA 59+56.25 LIMITS FOR ASPHALT REPAIR (ITEM SP-3) FOR PROPOSED PATHWAY BUFFER MATERIAL INCLUDE: STA 59+56.25 TO STA 60+02.73 4. SEE ROADWAY SHEETS FOR FURTHER INFORMATION FOR PROPOSED PATHWAY CONNECTION LAYOUT. <J> ~A~i:ys~!~:RN LANE TAPERS FROM 12' WIDE AT STATION 61+75.00 TOO' AT ~ EB PAVED SHOULDER WIDTH VARIES FROM 2' AT STA 61+75.00 TO l' AT STA 64+00.00 NO. REV>SKlN BY DATE DES,GH ~,,....... HORROCKS -Ill---E :,,.i c; J r,: E t-: R S ~-CHSO<ED 2ns W. Navigator Dr. Suite210 Meridian, ID 83842 '·""""' (208H395-2520 ST A. SB+S0.00 TO ST A. 64+00.00 liil PUBLIC WORKS DEPARTMENT 815 N. SAMSON lRAIL McCALL. IDAHO 83638 208.634.8943 City of McCall CITY OF McCALL VALLEY COUNlY, IDAHO DEINHARD LANE, SH-55 TO SAMSON lRAIL TYPICAL SECTION =.~= ,_r PROJECT IENW<Dl.,ONll•SM,55 DATE .....,, ORAWNG NO. SHEET NO. 8 OF102 NO. BEGIN PROJECT ---- Sta. 50+07.84 N. 1177834.58 E. 2534878.48 ----+W REVISION BY DATil DESIGN E.PETERS CHECKED "·'""""' HORROCKS ---N-ENO IN HERS 2ns w. N·avlgator Dr. Suite 210 Meridian, ID 83642 (208)-895-2520 RPM00000164715 J R SIMPLOT COMPANY PROPERTY ADDRESS: N/A RPM00000164720 • PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL McCALL, IDAHO 83638 208.634.8943 City of McCall NOTES: BID ITEMS: G) :Wt,°¥tt4~r.~_5fHALT, @ MI:.,arttlr.6'.~EWALK. @ rr~orttlr.~NDSCAPING, © ~B~~wicJNt~iN\\ 5 f,fE~~~~~~~-1~F. 1 ® ~i~T i5tt'4<:\11.lNCJDENTlAL TO @ rri~orttirJ?NCRETE CURB, (j) rr~ortuu·1ANHOLE OR INLET, @ rr~~0 ¥tt4~u~EE <5"+), QY rfx~f-X~~ i~tl:MEWATER), ITEM 201.4.1.E.2 @ RETAIN AND PROTECT @ ~rtW'ffE~o~r-pcJAL @ rr~~0 ¥tt.4~Lt.~DRANT, I. SEE UTILITY & SIGNING AND STRIPING SHEETS FOR RELATED BID ITEMS & RETAIN & PROTECT CALLOUTS. 2. FOR REMOVAL OR RETAINAGE OF SIGNS SEE SIGNING AND STRIPING SHEETS. 3. ALL EXISTING OBJECTS AND FEATURES WITHIN THE PROJECT LIMITS SHALL BE RETAINED AND PROTECTED UNLESS NOTED OTHERWISE. 4. SEE SH-55 ROADWAY PLAN SHEETS FOR ITEMS ON SH-55 5. SEE UTILITY SHEETS FOR RETAINAGE OR PROPOSED UTILITY FACILITIES 6. REMOVAL OF EXISTING SIGNAL EQUIPMENT JS INCIDENTAL TO THE TRAFFIC SIGNAL INSTALLATION AND NO SEPARATE PAYMENT WILL BE MADE. 11,1,R130NEINCHON RJl.t.SIUDRAWINO o_,. CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE, SH-55 TO SAMSON TRAIL DEINHARD LANE PROJECTDEINIWUlu.N!!ASll-55 DATE 912812022 DRAWJNGNO. SHEETNO. REMOVAL SHEETS 10 OF102 NO. -P/L-P/Li RPM00000161645 I STATE OF IDAHO 405 E. DEJNHARD LANE MCCALL, ID 83638 REVISION BY DATE OESIGN E..PETERS E.PETERS CHECKED APPROVED ~=- RPMDD000161475 r-P/L --------P/l J R SIMPLOT COMPANY 411 E. DEINHARD LANE MCCALL, JD 83638 --------1-P/L ,----- HORROCKS ---H-Et,.:OINEERS 2ns w. Navigator Dr. Suite 210 Meridian, ID 83642 (208)-895-2520 RPMD0000161630 IDAHO FIRST BANK 475 E. DEINHARD LANE MCCALL, ID 83638 RPM00000167960 LN REAL ESTATE LLC 400 E. DEJNHARD LANE MCCALL, JD 83638 • PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL McCALL, JDAHO 83838 208.634.8943 City of McCall l l" a, 0 .; N + "' "' BID ITEMS: @ REMOVAL OF ASPHALT, ITEM 201.4.!.D.1 @ REMOVAL OF LANDSCAPING, ITEM 201.4.1.D.3 ® ~~~ i~t'.i~f11~CIDENTAL TO, @ rri~o~1L4~iJ.1fE (EXISTING STORMWATER), @ RETAIN AND PROTECT @ rri~o~1~4~rnxDRANT, @ rri1tl'i11t~~-EB~ LIGHT, @ rri~o2i1~lf)~ATER METER, NOTES: I. SEE UTILITY & SIGNING AND STRIPING SHEETS FOR RELATED BID ITEMS & RETAIN & PROTECT CALLOUTS 2. REMOVE AND RESET EXISTING LUMINAIRE TO 53+90.00, SO.OD' LT." 3. FOR REMOVAL OR RETAINAGE OF SIGNS SEE SIGNING AND STRIPING SHEETS. 4. ALL EXISTING OBJECTS AND FEATURES WITHIN THE PROJECT LIMITS SHALL BE RETAINED AND PROTECTED UNLESS NOTED OTHERWISE. 5. SEE SH-55 ROADWAY PLAN SHEETS FOR ITEMS ON SH-55 6. SEE UTILITY SHEETS FOR RETAINAGE OR PROPOSED UTILITY FACILITIES VERIFY SCALE CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE, SH-55 TO SAMSON TRAIL DEINHARD LANE REMOVAL SHEETS PROJECT DEINHARDt.m!!6~ DATE W'28f2022 DRAW!NGNO, SHEETNO. 11 OF102 NO. J: RPM00000161475 J R SIMPLOT COMPANY 411 E. DEINHARD LANE MCCALL, ID 83638 17LF 6 ~ k--=-""o~---,..O'T ~r- 1 RPM00000167960 LN REAL ESTATE LLC 400 E. DEINHARD LANE MCCALL, ID 83638 REVISION OY DATE DESIGN E.PETERS CHECKED APPROVED ~""""" I I I I I I I I I RPM0393000001A SFP-B LIMITED PARTNERSHIP 500 E. DEINHARD LANE MCCALL, ID 83638 HORROCKS ---N---E!o,OINEERS 2ns W. Navigator Dr. Suite 210 Meridian, ID 83642 (208)-895-2520 RPM00000161745 UNITED STATES POSTAL SERVICE 495 E. DEINHARD LANE MCCALL, ID 83638 ~r "' ..; "' + "' "' I ~w• \ '. I / ..----T T -f/0 :::C hall I rt~ U ,,. I f- \ ~ I I~ ,,. RPMciJ~0000030 SFP-B LIMITED PARTNERSHIP 105 COMMERCE STREET MCCALL, ID 83638 ~-.,,_J_ PUBLIC WORKS DEPARTMENT BID ITEMS: (D REMOVAL OF ASPHALT, ITEM 201.4.!.D.1 (D REMOVAL OF SIDEWALK, ITEM 201.4.1.D.2 © ~11~~/lc'?~~~~\!,~~R MONUMENTS- ITEM 2020.4.1.F.1 @ ~fr,.U~f.i:~.1:rc1DENTAL TO, @ ~i~o~1:4~i.f~NCRETE CURB, @ ~i~o~1:4~i.r':l'E (EXISTING STORMWATER) @ RETAIN AND PROTECT @ ~~~i~lW~flNG SURFACE, NOTES: I. SEE UTILITY & SIGNING AND STRIPING SHEETS FOR RELATED BID ITEMS & RETAIN & PROTECT CALLOUTS 2. FOR REMOVAL OR RETAINAGE OF SIGNS SEE SIGNING AND STRIPING SHEETS. 3. ALL EXISTING OBJECTS AND FEATURES WITHIN THE PROJECT LIMITS SHALL BE RETAINED AND PROTECTED UNLESS NOTED OTHERWISE. 4. SEE SH-SS ROADWAY PLAN SHEETS FOR ITEMS ON SH-55 5. SEE UTILITY SHEETS FOR RETAINAGE OR PROPOSED UTILITY FACILITIES VERIFYSOOl: CITY OF McCALL ao.AISONeNQION f1Jll.SIZ!DRAWl'41 • 815 N. SAMSON TRAIL 0-1· 'McCALL, IDAHO 83638 VALLEY COUNTY, IDAHO PROJECT tlEINHARDI.N\ll!&Slt-55 208.634.8943 DEINHARD LANE, SH-55 TO SAMSON TRAIL DATE '"''""' City of McCall DEINHARD LANE DRAWING NO. SHEET NO. REMOVAL SHEETS 12 OF102 BEGIN PROJECT ---- sta. 50+07 .84 N. 1177834.58 E. 2534878.48 1-'N",0'..... f------_:_REVl=S:::10:,_N ______ --t-CCBY--t-~DA_,e'-1~.~~NG DRAWN f---1----------------t--j----jJ.STURM HORROCKS ---H---Ei,.;01r,;EERs 2ns W. Navigator Dr. Suite 210 Meridian, ID 83642 (208)-895-2520 • City of McCall EASEMENT INSTRUMENT NO. 160239 BURIED TELEPHONE I (CONTINENTAL TELEPHONE OF THE WEST) PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL McCALL, IDAHO 83638 208.634.8943 BID ITEMS: @ ~~T iili~:~.1_irc1DENTAL TO, @ ~r;:.s51~~~ ~t~~/IPE, ITEM 601.4.1.A.5.15 @ ~~s5li~~5DRAIN PIPE, ITEM 601.4.1.A.5.16 @ ~~lr~f~.P.~1N CATCH MANHOLE, @ ~ii,c~oi~i~~A TY IA, @ ~ii,c~o~ii~A TY 3 A. @ ELi~DtF)puffrif.HITi~RV~t.~. l.A.5 @ ~~C~gJ.rf~~fALKS, THICKNESS 5", @ {'J,PJWJi'lfl~ot'e~Pc~JE\it~~~~E A ITEM 706.4.1.H.l ® LANDSCAPE REPAIR, ITEM SP-2 5' CURB TERMINUS, @ INCIDENTAL TO ITEM 706.4.1.A.5 NOTES: I. FOR REMOVAL OR RETAINAGE OF SIGNS SEE SIGNING AND STRIPING SHEETS. 2. ALL EXISTING OBJECTS AND FEATURES WITHIN THE PROJECT LIMITS SHALL BE RETAINED AND PROTECTED UNLESS NOTED OTHERWISE. 3. SEE TYPICAL SECTIONS FOR INFORMATION ON PAVEMENT THICKNESS. 4. SEE SH-55 ROADWAY PLAN SHEETS FOR ITEMS ON SH-55. 5. SEE UTILITY SHEETS FOR RETAINAGE OR · PROPOSED UTILITY FACILITIES. * SEE ROADWAY DETAIL SHEETS FOR GRADING INFORMATION (TYPICAL ALL G# CALLOUTS). 10 20 SCALE: 1" = 20' (ftJLL SIZE SHEET) SCALE: 1• = 40' (11"~17) VERIFY SCALE CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE, SH-55 TO SAMSON TRAL DEINHARD LANE PROJECT DE:INIIARDI.Nll!a.S- DATE 91281'2022 DRAWING NO. SHEET NO. ROADWAY PLAN SHEETS 19 OF102 ,o. -P/L-P/lr RPM00000161645 STATE OF IDAHO 405 E. DEINHARD LANE MCCALL, ID 83638 REVISION OY DATE OESIGN J.HUNTINO J.SlURM CHECKED APPROVED T.!BN., R.3E., Section 16 RPM00000161475 r-Pll --------P/L EASEMENT INSTRUMENT NO. 402070 P/L 1 _____ W_A_TER AND SEWER EASEMENT RPM00000161630 IDAHO FIRST BANK 475 E. DEINHARD LANE MCCALL, ID 83638 •••••• R7'~ --c;RAoe'I----x----,----x----x----x--.Ge3_ TO DRAIN HORROCKS ---N---ENGINEERS 2n5 W. Navigator Dr. RPM00000167960 LN REAL ESTATE LLC 400 E. DEINHARD LANE MCCALL, ID 83638 • PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL MoCALI., IDAHO 83638 208.634.8943 Suite 210 City of McCall Meridian, ID 83642 (208)-895-2520 BID ITEMS: @ ~~it~~~.b~rCIDENTAL TO, @ tt~\\O~rofRtkNMPIPE, 601.4.1.A.5.16 @ fi-11c~o~~~1~A TY 3A, @ ~i~~D_tRc?u~ri.HIT\'ffV~t.~.1.A.5 @ LANDSCAPE REPAIR, ITEM SP-2 @ fpL~RMwg~J2~ci'.'Pfoi~lf.OR PIPE ITEM 608-025A @ fi-~~C~5JlWlfY GUTTER, @ r~c1g~~Tl 1 trc\N#~M 706.4.1.A.5 @ ~·Mc~kYW.X.lfh~Ds HP STORM. @ ORNAMENTAL ROCK, ITEM SP-5 @ li'lf~O¥UND RESET FENCE, NOTES: I. FOR REMOVAL OR RETAINAGE OF SIGNS SEE SIGNING AND STRIPING SHEETS. 2. ALL EXISTING OBJECTS AND FEATURES WITHIN THE PROJECT LIMITS SHALL BE RETAINED AND PROTECTED UNLESS NOTED OTHERWISE. 3. SEE TYPICAL SECTIONS FOR INFORMATION ON PAVEMENT THICKNESS. 4, SEE UTILITY SHEETS FOR RETAINAGE OR PROPOSED UTILITY FACILITIES. • SEE ROADWAY DETAIL SHEETS FOR GRADING INFORMATION (TYPICAL ALL G# CALLOUTS). CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE, SH-55 TO SAMSON TRAIL DEINHARD LANE ROADWAY PLAN SHEETS 0 10 20 40 60 SCALE: 1" = 20' (FULL S!ZE SHEET) SCALE: 1• " 40' (11°x171 BAAISONEINCHON fUll.SlleDR,O.Wlll,'O o_,. PROJECT DEINHARDI.ANE&SH-611 DATE !W812022 DRAW!NGNO, SHEETNO. 20 OF102 NO. RPM00000161475 J R SIMPLOT COMPANY 411 E. DEINHARD LANE MCCALL, ID 83638 ~L.~_j g~==w- + r-- Lf) ~ I I r r I I r r I I ~ I T.1SN., R.3E., Section 16 RPM00000161745 UNITED STATES POSTAL SERVICE 495 E. DEINHARD LANE MCCALL, ID 83638 ~, '-. I EASEMENT INSTRUMENT NO. 103550 PLRWSD \ / BID ITEMS: ® ~rJ i~~:roirCIDENTAL TD, @ li-11C~or~6~A TY 3 A, @ ELi~0 tRJlu~rfH1T~irv~:.~.l.A.5 @ CONCRETE REPAIR, ITEM 706.4. 1.G. l @ LANDSCAPE REPAIR, ITEM SP-2 @ l;'.~~E~Jft.'i.i~lB (NO GUTTER), @ li-i~c~~-~-~~~lEY GUTTER, @ ti~;i~~ ~~~tPE, ITEM 601.4.1.A.5.18 @ ~E~u~g6Tf_~~~us, INCIDENTAL TO @ ASPHALT REPAIR, ITEM SP-3 @ ORNAMENTAL ROCK, ITEM SP-S ~ r----:::;;.-=r;-;;;:-;-:,---="-""--"'--"-----lsrs _____ ...1.-___ -=--+-------+-'--------t--+++-.__,c...._ ___ ---11---=~..::::.~ RPM00000167960 LN REAL ESTATE LLC 400 E. DEINHARD LANE MCCALL, ID 83638 REVISION BY DATE DESIGN J.HUNTING DRAWN J.STURM CHECKED APPROVED ~'-"""' RPM0393000001A SFP-B LIMITED PARTNERSHIP 500 E. DEINHARD LANE MCCALL, ID 83638 HORROCKS -H---E1',;0lt-EERS 2ns W. Navigator Or. Suite 210 Meridian, ID 83642 (208)-895-2520 • City of McCall I I ~w:j '.1 105 COMMERCE STREET MCCALL, ID 83638 PUBLIC WORKS DEPARTMENT 815 N. SAMSON TRAIL McCALL, IDAHO 83638 208.634.8943 .~ RPM03930000040 SFP-B LIMITED PARTNERSHIP 502 E. DEINHARD LANE MCCALL ID, 83638 NOTES: I. FOR REMOVAL OR RETAINAGE OF SIGNS SEE SIGNING AND STRIPING SHEETS. 2. ALL EXISTING OBJECTS AND FEATURES WITHIN THE PROJECT LIMITS SHALL BE RETAINED AND PROTECTED UNLESS NOTED OTHERWISE. 3. SEE TYPICAL SECTIONS FOR INFORMATION ON PAVEMENT THICKNESS. * SEE ROADWAY DETAIL SHEETS FOR GRADING INFORMATION (TYPICAL ALL G# CALLOUTS). 10 20 SCALE: 1" = 20' (FULL SIZE SHEET) SCALE: 1" = 40' (11"J17") VERIFY SCALE CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE, SH-55 TD SAMSON TRAJL DEINHARD LANE IIARl$0NEll<Ctl0H o~,. PROJECT DEINIW!Di.Nil!&SH-5!1 DATE 9121112022 ORA.WINGNO. SHEETNO. ROADWAY PLAN SHEETS 21 OF102 ~-15 _I Prl8 1 J I 35 PVJ P-14 P-13 5055 r-J6" C9051 PVC -1 "C905 PVC 18" SD 35 PV$,--18" SD / 4 FT @ I.SO%-'-<--2 7 FT @ 1 1.50% 57 FT@ 0.20, 48 FT< 1.43% 5050 .-.:-,.,,_ -= I ~ ----~ -· 5045 .::.::.:..:: -----/ L ----'-14 OU LET / r=:::::: --si: 61+63.87 __, \ ~~r 61+06,56 5040 --I 0 F: 32.50 RT MH-5 , _ OF : 25.99' LT -------~. IN OUT (V ')= 5041 .42 ,1A: ol+:,o . .!~ RI~= 5049.b6 -rFF: 25.~7' LT SU~P= l.Oq' 5035 CB-14, IM=. 50 0.46' INVI OUT (El= 5047. )7' B-11 STA: i3+64.8 c:"llkAr'l .., nn, S A: 54+ 9.83 OFF: 1.00' L1 C8-13 INV IN 1(W) 5046.66' CO~NECT E !STING (N) AND OFF: 26.24' LT ,-:~MM;io:~i3 SE OTHEF \~~L \~ \~/:: ~g:~::t /~~/ \_ (E) PIPES TrJ THE PROPOSED' 5030 RIM-•04'a.37' -PR~FILE MANHOLE I SUMP= 1.00' INV Ir (E)= 51 40.24 NV OUT\ (S)= ST6.53' MA CH EXI TING INVERTS IV OUT /W)= INV O T (W)=l 5040.2 • INC DENTA1 TO THEI 504,1-65' MANHOLE EM 5025 ;d1 Pj6 P-17 5050 IS" S R 35 P C--16" cg, 5 PVC 92 FT@a.so• 85 FT< ~ 1.40"1< 5045 -..::..:=- -------==i:- 5040 -1----=--- - 5035 \__ ~:~s OTHER 5030 B-12 r5.13 PROF! E ~ I. : 4~/+ 1,j.U~ SA: 51+! 6.55 O~F: 36.18' RT I M= 503,1-75'- OFF: 31.0 'LT 5025 l<~o· CB-I RM= 504 3.05'- II V OUT N)= 50T.31' L-;:,cc: 0 111...n. :~=M:;3, .00' PROFlrE INV IN .14' INV OUT ( N>= so3 '.14' 5020 .,, REVISION BY DA.TE DESIGN W.R!CE HORROCKS • PUBLIC WORKS DEPARTMENT DSAWN -N-815 N. SAMSON TRAIL W.RlCE ENOlNEER.S CHECKED 2ns W. Navigator Dr. McCALL, IDAHO 83638 "·"""" Suite 210 208.634.8943 APPROVED Meridian, ID 83642 City of McCall (208)-895-2520 I CITY OF McCALL VALLEY COUNTY, IDAHO DEINHARD LANE, SH-55 TO SAMSON TRAIL STORMWATER PROFILE SHEET VERIFVSCALE BAR~OfE .. CHON FIALS1Zei)IU.WINO 0-·· PROJECT DEINHARDI.NE&Sli.!;5 OATE 912812022 DRAWING NO. SHEET NO. 38 OF102