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Resolution 03-95 Signalization of Deinhard & State Hwy 55
��F , ; r R E S O L U T I O N l u o W H E R E A S , t h e I d a h o T r a n s p o r t a t i o n D e p a r t m e n t , h e r e a f t e r c a l l e d t h e S T A T E , h a s s u b m i t t e d a n A g r e e m e n t s t a t i n g o b l i g a t i o n s o f t h e S T A T E a n d t h e C i t y o f M c C A L L , I d a h o h e r e a f t e r c a l l e d t h e C I T Y , f o r t h e S i g n a l i z a t i o n o f D e i n h a r d L a n e a n d S t a t e H i g h w a y 5 5 . W H E R E A S , c e r t a i n f u n c t i o n s t o b e p e r f o r m e d b y t h e S T A T E i n v o l v e t h e e x p e n d i t u r e o f f u n d s a s s e t f o r t h i n t h e A g r e e m e n t ; a n d W H E R E A S , T h e S T A T E c a n o n l y p a y f o r w o r k a s s o c i a t e d w i t h t h e S t a t e H i g h w a y s y s t e m ; a n d W H E R E A S , t h e C I T Y i s f u l l y r e s p o n s i b l e f o r i t s s h a r e o f p r o j e c t c o s t s ; N O W , T H E R E F O R E , B E I T R E S O L V E D : 1 . T h a t t h e A g r e e m e n t f o r S t a t e H i g h w a y P r o j e c t S T - 3 2 7 0 ( 6 0 8 ) i s h e r e b y a p p r o v e d . 2 . T h a t t h e M a y o r a n d t h e C i t y C l e r k a r e h e r e b y a u t h o r i z e d t o e x e c u t e t h e A g r e e m e n t o n b e h a l f o f t h e - C I T Y . 3 . T h a t d u l y c e r t i f i e d c o p i e s o f t h e R e s o l u t i o n s h a l l b e f u r n i s h e d b y t h e I d a h o T r a n s p o r t a t i o n D e p a r t m e n t . C E R T I F I C A T I O N I h e r e b y c e r t i f y t h a t t h e a b o v e i s a t r u e c o p y o f a R e s o l u t i o n p a s s e d a t a r e g u l a r ( X - o u t n o n - a p p l i c a b l e t e r ) m e e t i n g o f t h e C i t y C o u n c i l , C i t y o f M c C a l l h e l d o n 7 1 4 . c / ����c 4 / �� r 1 9 9 5 . COOPERATIVE AGREEMENT (Traffic Controls/Signals) INTERSECTION OF DEINHARD LN. And SH-55 CITY OF McCALL KEY NO. 5888 r:.,y..,. LOCAL ROADS PARTIES a3 Register#_ aWREEMENT is made and entered into this day of , 1995, by and between the IDAHO TRANSPORTATION DEPARTMENT, hereafter called the STATE, and the CITY OF McCALL, hereafter called the CITY. PURPOSE io The Parties mutually agree that it is in the public interest to construct a signal at the intersection of Deinhard Lane and State Highway 55 within the McCALL corporate limits, which improvements are to be made in accordance with the attached plans entitled Exhibit "A", State -Aid Highway Project ST-3270(608). The CITY, by authority of Title 50, Idaho Code, may adopt and enforce traffic control ordinances within its corporate limits in accordance with the Manual on Uniform Traffic Control Devices for Streets and Highways, as adopted by the STATE. Warrants and vehicular safety considerations exist to justify the installation of a traffic signal at the intersection of Deinhard Lane and State Highway 55 in the city of McCALL. Authority for this Agreement is established by Section 40-317 of the Idaho Code. The Parties agree as follows: SECTION I. That the STATE will: 1. Assume no responsibility for the timely performance of this Agreement and in no way guarantees that State -aid is available now or in the future. In the event State -aid is unavailable, this Agreement is void. 2 Program the construction of the project and execute all necessary agreements. 3 Advertise for the construction of the project, open bids, prepare a contract estimate of cost based on the successful low bid and notify the CITY thereof. -1- 4. Award a contract for construction of the project based on the successful low bid, if it is not over ten (10.) percent above the estimate for cost of construction. 5. Obtain the CITY'S concurrence before awarding the contract, if the bid on the CITY'S participating contract items exceeds the preliminary estimate by ten (10) percent. 6. Provide to the CITY a copy of: Contract Proposal form, Notice to Contractors and approved construction plans. 7. Assume its share of all construction and engineering costs for the project, including road construction, traffic signal installation, illumination, and miscellaneous specialty items necessary to complete the project. 8. Designate a resident. engineer and other personnel, as the STATE deems necessary, to supervise and inspect construction of the project in accordance with the plans, specifications and estimates in the manner required by applicable state and federal regulations. This engineer, or his authorized representatives, will. prepare all monthly and final contract estimates and change orders. 9. In cooperation with the CITY, establish and cause to be maintained all detours deemed necessary to best serve the public interests and to expedite the work. 10. Cause to be replaced to original, equal or better condition any existing sidewalks, curb and gutter, pavement, regulatory signs, sewer facilities, fences and other similar items, except as hereafter stated as obligations of the CITY, and excluding shrubs and other plantings within the right-of-way, removed or damaged by construction operations. 11. Furnish and install all official guide signs at junctions of the urban extensions to the state highway system and all confirming and •reassurance route markers and guide arrows along the urban extensions of the state highway system necessary to properly identify the STATE'S highways. 12. Permit the CITY to retain, maintain, connect to and improve all existing city -owned water lines, storm sewers, and sanitary sewer now in place on the state highway right-of-way. -2- /A 13. Maintain complete accounts of all project funds received and disbursed, which accounting will determine the final project costs. 14. Upon completion of the project, after all costs have been accumulated and the final voucher paid by the STATE, provide a statement to the CITY summarizing the estimated and actual costs, indicating an adjustment for or against the CITY. Any excess funds transmitted by the CITY and not required for the project will be returned. 15. Retain ownership of• the controller and cabinet for the traffic signal to be installed and assume all necessary maintenance responsibilities and costs thereof, except as provided in Sections II and III, that will be required to keep the traffic signal, as installed, in continuous operation in conformance with the requirements of the Manual on Uniform Traffic Control Devices for Streets and Highways, as'adopted by the STATE. 16. Train representatives designated by the CITY on emergency procedures related to signal shutdown or partial operation due to power failure, accidents, or equipment malfunction (including the replacement of lamps). 17. Upon completion of construction and annually thereafter, perform a complete check of the traffic signal equipment and operation; replace all signal lamps on a scheduled basis; furnish the CITY with signal lamps for emergency replacement; and respond promptly to notification from the CITY that a traffic signal related emergency exists. Response will normally be by the next working day. 18. Indemnify, save harmless and defend regardless of outcome the CITY from expenses of and against suits, actions, claims, or losses of every kind, nature and description, including costs, expenses and attorney fees that may be incurred by reason of any act or omission, neglect or misconduct of the STATE in the construction and maintenance of the work. SECTION II. That the CITY will: 1. Hereby approve the plans. 2. Authorize the STATE to administer the project and make any necessary changes and decisions within the general scope of the plans and specifications. Prior approval of the CITY will be obtained if it is necessary, during the life -3- of the construction contract, to deviate from the plans and specifications to such a degree that the CITY'S share of the costs will be increased or the nature of the completed work is significantly changed. 3. Immediately following execution of this Agreement, pay the STATE the sum of SIXTY THOUSAND THREE HUNDRED EIGHTY AND NO/HUNDREDTHS DOLLARS ($60,380.00), which is the CITY'S estimated share of cost for Project ST-3270(608) as itemized on Exhibit B. 4. Upon approval of the lowest qualified bid received, if the CITY'S share exceeds the amount set forth in Section II, Paragraph 3, transmit to the STATE the CITY'S share of such excess cost. 5. Upon receipt of the statement referred to in Section I, Paragraph 14, indicating an adjustment in cost against the CITY, promptly remit to the STATE a check or warrant in that amount. 6. Cooperate with the STATE in the selection and designation of suitable detour routing during project construction. 7. By appropriate ordinance and police action, cooperate with and assist the STATE in prohibiting and removing encroachments on any part of the- state highway right-of- way within the project limits. 8. Upon request to energize, assume all energy costs required to operate the traffic signal and daily monitor its operation, and perform emergency measures as necessary in accordance with Exhibit "C", including the prompt notification to the STATE of any equipment malfunction or required maintenance. 9. Assume ownership of the traffic signal to be installed on the project, with the exception of the controller and cabinet, which are, to be retained by the STATE as described in Section I, Paragraph 15. 10. Obtain concurrence of the STATE, before using the traffic signal poles or mastarms for any purpose other than to support traffic control devices or luminaires. 11. Maintain, erect or install within the project limits only those traffic control devices, including signs, that are in conformance with the Manual of Uniform Traffic Control Devices for Streets and Highways, as adopted by the STATE. 12. Upon completion of the project, accept from the STATE, ownership of all highway and street lighting equipment to be installed in accordance with Exhibit "A", and upon -4- request to energize, assume all operation, and the costs thereof, required to maintain the equipment in continuous service during the hours of darkness and not remove, alter or abandon the lighting equipment without the prior concurrence of the STATE. In the event that the '=Average Maintained Foot -Candles" of the lighting system drops below seventy (70) percent of the original installed values, the CITY shall cause the light intensity to be restored to approximately the original values. Any combination of relamping and/or cleaning of fixtures may be used to achieve the necessary desired intensity. 13. Comply with all pertinent sections of the STATE'S Standard Specifications for Highway Construction in accomplishing all future trench backfill and pavement repairs on the state highways within the project limits. 14. Obtain concurrence of the STATE before installing or constructing any new, or relocating any existing sidewalk or any existing city -owned water line, storm sewer, sanitary sewer or other facilities on the state highways within the project limits. 15. Obtain concurrence from the STATE before vacating or closing any right-of-way connecting to the state highways within the project limits. 16. Obtain concurrence from the STATE before accepting any new street or alley right-of-way connecting to the state highways within the project limits. 17. Indemnify, save harmless and defend regardless of outcome the STATE from expenses of and against suits, actions, claims, or losses of every kind, nature and description, including costs, expenses and attorney fees that may be incurred by reason of any act or omission, neglect or misconduct of the CITY in the maintenance ofthe work. SECTION III. Both parties agree that: 1. The traffic signal installation will not be altered or abandoned without the prior concurrence of both parties. 2. Should any of the traffic signal installation be damaged or destroyed through the wrongful or negligent act of any third party, the CITY will make every effort to determine the identify and whereabouts of the responsible party, and the STATE will attempt collection of the cost of repair or replacement. The Parties will share the costs of repair or replacement in accordance with the split established in Exhibit "B" if: (a) Collection can not be accomplished after reasonable• -5- attempt, or (b) The damage or destruction was not caused by the wrongful or negligent act of a third party. The CITY and STATE agree to advance construction funds based upon their proportionate share of the cost from the responsible party. If the STATE is able to collect the cost of repair or replacement, it shall reimburse the CITY the funds it advanced. 3. This Agreement shall become effective on the first date mentioned above and shall remain in full force and affect until amended or replaced upon the mutual consent of the CITY and STATE. -6- EXECUTION This Agreement is executed for the STATE by its Chief Engineer: and executed for the CITY by the Mayor, attested to by the City Clerk with the imprinted corporate Seal of the CITY OF McCALL. APPROVED AS TO FORM IDAHO TRANSPORTATION DEPARTMENT APPROVED BY: Chie nq'•-er RECOMMENDED BY: ~ ITD Legal Counsel By regular/-cpccial meeting on hm:.c:\lib\agremnts\5888coop.agr cal Roads Engineer Mayor 1 -7- EXHIBIT "B" INTERSECTION DEINHARD LN. and SH-55, McCALL CITY OF McCALL Distribution of Cost The distribution of cost for the traffic signal installation is proportioned on the number of intersection approaches, on and off the State Highway System. The established ration is: ITD CITY Total Materials furnished by State' $27,945 $0 $ 27,945 Labor by State Forces $ 3,450 $0 $ 3,450 Work by Contract $28,985 $60,380 $ 89,365. Traffic Signal Installation (SH-55) and (Deinhard Lane) TOTAL $60,380 $60,380 $120,760 -8- EXHIBIT "C" COOPERATIVE AGREEMENT WITH CITY of McCALL EMERGENCY TRAFFIC SIGNAL PROCEDURES I. For the loss of all signal indications: A. Check for possible loss of power. B. If there is no power outage in the area, switch signal to the flashing mode by manipulating switch inside police panel. C. If signal will not flash, install stop signs on cross streets. D. Notify the STATE. II. For the partially operating signal: A. With one or more signal lamps not working, replace signal lamps. B. That has other malfunctions, switch to flashing mode by manipulating switch inside police panel. C. Notify the STATE,, III. For damage from an accident: A. With minor damage to controller, but no apparent damage to wiring, switch to flashing mode by manipulating switch inside police panel. B. With damage to wiring, disconnect power and install stop signs on cross streets. C. Notify the STATE. D. Obtain accident information and forward a report to the STATE within ten days of the accident. IV. When emergency maintenance is required, notify the Idaho Transportation Department, District Traffic Engineer in Boise, ID, telephone number (208)334-8340. -9- INDEX OF SHEETS SHEET NO. DESCRIPTION I TITLE SHEET 2&3 STANDARD' DRAWING LIST 4 PROJECT CLEARANCE SUMMARY 5 ROADWAY SUMMARY 6-16 SIGNAL PLANS IT CROSSWALK & SIGNING 16 TRAFFIC CONTROL PLAN 19-21 FOR INFORMATION ONLY IDA]HO TRANSPORTATION DEPARTMENT • A�— SIGNALIZATION OF PROPOSED SH-55 STATE AID PROJECT NO. ST-3270(608) KEY NO. 5888 VALLEY COUNTY FEB. 1995 SCALES IN FEET 0 HORIZONTAL FEET VERTICAL I I FEET 0 T.IBN. , R.3E. II ' II k .•d c� ~ h /m ��L /'"°gel ":.I y � "''r „gym d . 1 36lid/ ,y``I , ,I ]S ]IAEU S6 ]1 4 0 VW ,!.A , ,� . e I( .• um ':, W..fkALL '':� ties / - .v . NrA�`r II r �` (�1� e« ray' ' S .. A : I�r�_ - 3 ���•a. fe•l � � :. "'"` r�L '_ , iril rr �� .- . I i 1 �■' " .' •, • • [Lola aVder STANDARD gb.rC Lot ' IPAHALLE ' IG d a If 1 Io 1 , ] ��ir1l� a fir, // .1. �iiro A i r r l� ' E S ,>u C ) J '�� - , - !W c *'„ I / , i A , .. I't \ ro � I ,I ,� �4 a! o ' r a • SCALE I IY2 0 I 2 MILES POPULATIONS: 1990 U.S. CENSUS ST-32701608) INT. DEINHARD LN., McCALL M.P.143.031 SEGMENT CODE 001990 DESIGN DESIGNATION ADT 1997 5630 ADT 2015 7600 DHV 1997 760 DHV 2015 • 1030 D 60/40 40 MPH TRUCKS: ADT 1997 420 ADT 2015 650 DHV 1997 40 DHV 2015 60 Ile REVISIONS NO. DATE BY DESCRIPTION 6, 6 0 0 THE DIMENSIONS SHOWN ON THE PLANS SHALL BE ATTAINED WITHIN LIMITS OF PRECISION THAT GOOD CONSTRUCTION PRACTICES WILL PERMIT, SCALES SHOWN ARE FOR 22' X 34' PRINTS ONLY CADD FILE NO. 5888•1•111.dOn DRAWING DATE: 12/94 CHEF OF TRANSPORTATION SERVICES IDAIHD TRANS]PORTATION DIEPARTMIENT STATE AID PROJECT NO. TITLE SHEET ST-3270(608) BOISE,ID. REGION 10 IDAHO INT. DEINHARD LN., McCALL COUNTY VALLEY KEY NUMBER 5888 SHEET I OF DRAWING BY: • NAME (additional reference/required materials)' NUMBER DATE (last rev.) = Freeway Grading (refer to applicable guardrail standard) A-1 (3-90) 0 Rural Principal Arterial Grading (refer to applicable guardrail standard) A-2 (4-93) I= Rural Minor Arterial Grading (refer to applicable guardrail standard) A-3 (4-93) = RuralMa)orArterial Grading (refer to applicable guardrail standard) A-4 (4-93) 0 Supereleve.tlon A-5 (2-69) = Typical Roadside Slope Treatment (refer to ITD Design Manual) .A-6 (7-92) = Median Crossovers .A-7 (7-92) O. Standerd Template A-8 (9-94) = Approach Slab B-1-A (8-87) I= Urban Concrete Pavement Details (refer to H-11 C-1-A (6-79) 0 Doweled Concrete Pavement Details (requires sheets l of 2 & 2 of 2) C-1-B _ 14-93) 0 Embankment Protector (refer to D-5 & G-l-A-1) 0-1-A . (12-93) = Runoff Drain or Embankment Protector with Slotted Drain (refer to D-4-B & D-5, requires sheets 1 of 2 & 2 of 2) D-1-B _ 112-93) 0 Culvert Inlet Headwall D-2-A (1-89) 0 Metal Safety Aprons .D-3-C (7-92) =7 Watertight Coupling Bends for Corrugated Metal Pipes (requires sheets 1 of 2 & 2 of 2) D-4-A (9-93) 0 12' Thru 30' Slotted Drain D-4-B (1-79) = Metal Aprons for Pipe Culverts .D-5 (7-92) 0 Concrete Aprons for Pipe Culverts .D-5-A .(8-67) I= Precast Concrete Headgate 0-6 III-86) .= Concrete Headwall for Twin Pipe Culverts 0-7. (12-92) CD Concrete Headwall for Single Pipe Culvert D-8 (12-92) 0 Concrete Headwall for Arch Plpe Culvert D-9 _ (12-92) = Concrete Headwall for Siphons D-10 . (12-92) = Conduit Installation D-12 (7-92) I= Inlets & Catch Basins Type 1, 2, & 3 E-6-A (9-94) = Inlets & Catch Basins Type 1A, 2A, and 3A _ E-6-B (I-89) L:=1 Inlets & Catch Basins Type 4 and 5 E-6-C .(1-89) 0 Catch Basin Type.6 E-6-D .(1-89) 0 Catch Basin Type 7 E-6-E . (1-89) = Inlet Type 8 E-6-F _ (12-92) 0 Manhole Type A (refer tc E-9) E-7 (12-93) = Manhole Type C & D (refer to E-9) E-7-C 112-92) = Manhole Type B (refer to E-9) E-8 (12-92) 0 Standard Manhole Frame, Cover, & Concrete Collar . E-9 02-92) = Cattle Guard Type A ' F-I-A (6-81) = Cattle Guard Type 8 (requires sheets Iof 2 & 2 of 2) .F-1-B (12-93) 0 Standard Barbed, Woven, Mesh, Combination Wire Fences, & Fencing Details (requires sheets 1 of 3, 2 of 3, & 3 of 3) . F-2-A (9-93) = High Tension 8 Wire Fence. F-2-B- (9-93) = Gates (refer to H-4-A) _ F-2-C (9-76) 0 Chain Link Fence Type 4 Fence (requires sheets 1 of 2 &. 2 of 2) F-2-D (12-93) 0 W-Beam Metal Guardrail (requires sheets 1 of 2 & 2 of 2) _ 0-1-4-1 .(7-92) 0 Guardrail Terminal Type 1-A (requires G-1-A-1) G-I-A-2____.(12-92) DRAWING BY: NAME (additional reference/required materials) NUMBER DATE (last rev.( = Metal Terminal Section Type 2 & Installation (refer to G-1-A-I & G-2-B) G-1-B _ (4-93) 0 Guardrail Terminal Type 3 (refer to G-I-A-I, G-2-C, & G-2-0) G-I-E 14-931 = Guardrail Terminal Type 5 (requires G-I-A-1) _ G-I-F . (3-90) 0 Guardrail Terminals Type 7 & 8 (refer to G-1-A-I & G-I-F) G-1-H (4-93). I= Rural & Urban Railroad Guardrail Installations (refer to G-I-A-1) G-I-J (4-93) 0 Guardrail Terminal Type 9 (refer to G-1-A-1) G-I-K (7-92) = Guardrail Placement for Minor Structures & Large Culverts G-I-L (7-921 = Concrete Guardrail & Type A Terminal (refer to G-2-B) G-2-A ,(9-93) 0 Earth Berm End Treatment for Concrete Guardrail (refer to G-2-A) G-2-B .(4-93) = Concrete Parapet Connector G-2-C (12-92) = Concrete to Metal Guardrail Connector (refer to G-I-E & G72-A) G-2-D (12-92) = Concrete Guardrail Transition (refer to G-2-A) .G-2-E (5-82) 0 Interim Bridge Rail Retrofit .C-2-F (5-90) 0 Concrete Guardrail End Treatment (ITD standard - refer to G-2-A) G-2-G .(12-93) 0 Special Cast -In -place Concrete Guardrail (refer to G-2-A) G-2-11 .(9-93) = Delineators G-3 (9-93) 0 Snow Poles for Primary and Secondary Highways G-4 (9-80) = Curbs, Gutters, Traffic Separators, end Raised Channellzatlon End Treatment (refer to 6-1-A-U .H-I (9-93) 0 Urban Approaches & Concrete Sidewalk H-2-A (9-93) 0 Urban Approaches Handicapped/Bicycle Type A5 and A6 H-2-B (9-93) = Rural Approaches (refer to H-4-8) H-4-A .(9-93) 0 Mailbox Turnout & Installation (refer to H-4-A, H-5-A, & H-5-13) H-4-B 19-931 = Mailbox Assemblies Single and Double Mount (refer to H-5-C) H-5-A (I-92) 0 Mailbox Assemblies Multiple Mount (refer to H-5-C) H-5-B (7-92) I= Mailbox Hardware (refer to H-5-A & H-5-B) .H-5-C (I-92) = Construction Signing Signalized Haul Road Connection 1-1 (I-82) = Construction Signing Two Lane, Two Way Highways I -I -A 17-851 0 Construction Signing Two Lane, One Way Highways 1-1-8 (7-85) = Construction Signing Plant Mix Overlay Begin of New Pavement 1-1-C (7-85) = Right-of-Way/Reference Markers and Witness Posts I-2-A (9-93) = Street Monument I-2-B (9-93) IM Loop Detectors - 10ft/sec, Deceleration Rate 1-5 (12-93) EN Mast Arm Traffic Signal Poles (requires I-7) _ 1-6-A (3-85) 0 Pedestal Traffic Signal Poles (requires I-7) . I-6-B (3-85) 0 Foundation Details for Signals and Illumination 1-7 (3-851 = Breakaway Sign Post Installation Type A-1(requires sheet 2 of 2) .1-8-A _(4-92) = Breakaway Sign Post Installation Type A-I(requires sheet Iof 2) I-8-A _(4-94) = Breakaway Sign Post Installation Type A-2,A-3,& A-4 (requires sheet 2 of 2) 1-8-B .(4-92) 'I= Breakaway Sign Post Installation Type A-2,A-3,& A-4 (requires sheet 1 of 2) 1-8-B .(4-94) = Breakaway Sign Post Installation Type A-8 & A-9 (requires sheet 2 of 2) I-8-C .(4-92) = Breakaway Sign Post Installation Type A-8 & A-9 (requires sheet Iof 2) I-8-C .(4-94) • 0 Breakaway Sign Post Installation Type B-1, B-2, B-3, & B-4 (requires sheets 1 of 3, 2 of 3, & 3 of 3) I-8-D . (4-94) 0 Breakaway Sign Posts Type D (refer to I-10-A) I-8-E (II-91) 0 Breakaway Sign Posts Type E .1-8-F .(2-92) REVISIONS NO DATE BY DESCRIPTION DESIGNED M.SCALES DESIGN CHECKED SCALES SHOWN ARE FOR 22'K 34' PRINTS ONLY DETAILED M.SCALES CADD FILE NO. 5888sdl.dgn IDAHO TRANSIPORTATION DEPARTMENT STATE AID PROJECT NO. STANDARD DRAWING LIST (Sheet I of 2) ST-3270(608) INT. DEINHARD LN.,McCALL COUNTY VALLEY KEY NUMBER 5888 A DWG CHECKED DRAWING DATE: 12/94 BOISE,ID. REGION 10 IDAHO SHEET 2 OF DRAWING BY: NAME (additional reference/required, materials) NUMBER DATE (last rev.) 0 Slot and Clip Spacing Brace Angle Detail (requires sheets 1 of 2 & 2 of 2) . I-9-A . (4-94) 0 Cardinal Route Marker Assemblies I-9-B (4-94) 0 Route Marker Bracket Details 1-9-C .(4-941 0 Extruded Aluminum Signs I-10-A (12-92) 0 Standard Route Markers (requires I-11-B & (-12-F) .I-11-A _(11-911 O Route Marker Numeral Details (requires I-11-A) .I-11-B .(I2-93) O Route Marker Auxiliary Panels (requires 1-12-FI I-11-C .(12-93) 0 Standard Reoulatory Signs (requires I-12-F) I-12-A (12-93) 0 Standard Warning Signs (requires I-12-F) I-12-D (12-93) 0 Punching Schedule for Type 'B' or 'E' Signs I-12-F (6-88) 0 Standard Guide and Service Signs I-13-A (12-92) 0 Mileposts - 1-20 (2-92) 0 Standard Pavement Markings for•Primary end Secondary Roadways .1-21 (12-93) 0 Standard Pavement Markings Freeways with 22 Foot Wide Ramps I-22-A (2-911 0 Standard Pavement Markings Freeways with 26 Foot Wide Ramps I-22-B (2-91) 0 Concrete Cribbing J-1 (4-60 0 Metal Bin - Type Retaining Wells . J-2 (4-61) 0 Date Panel J-3 (12-74) 0 Wood Arbor K-I-A .(I1-70) 0 Concrete Arbor K-1-D .(8-78) 0 Methods of Planting Trees and Shrubs K-7 (9-94) 0 Sprinkler System (requires sheets lof 2 & 2 of 2) K-9-A (10-73) 0 Rest Area & Roadside Facilities Symbols . K-10 (7-92) 0 Temporary Erosion Control Slope Downdralne (refer to P-1-B, C, D, & E) P-1-A . (9-93) 0 Temporary Erosion Control Check Dams. Erosion Barriers, & Filter Fence Devices (refer to P-I-A, C, D, & E) P-I-B (9-931 0 Temporary Erosion Control Sediment Trap (refer to P-1-A, B, D, & E) . P-1-C (9-93) 0 Temporary Erosion Control Diversion Devices & Site Example (refer to P-1-A, B. C, & E) P-I-D (9-93) 0 Temporary Erosion Control Staballzed Construction Entrance. Siltation, & Earth Berms/Dikes (refer to P-1-A, B, C, & DI P-1-E (9-931 0 Temporary Erosion Control for Temporary Roads P-1-F .(1-94) 0 Permanent Erosion Control Gablons & Revet Mattresses P-2-A _(1-94) 0 Permanent Erosion Control Stone Filter Berms/Dams P-2-8 .(1-94) 0 Water Pollution Control Sediment Control Catch Basin . P-3-A .(1-94) 0 Railroad - Highway Crossing Signals (refer to G-1-J & G-1-A-1) R-12-A (9-93) 0 Standard Conventional Construction Plan Symbols (requires sheets 1 of 2 & 2 of 2) S-1 (1-91) 0 Underground Fuel System Installation & Details (requires T-1-B & CI . T-1-A-(4-93) 0 Underground Fuel Tank Installation & Details (requires sheets 1 of 2 & 2 of 2 - requires T-I-A & C) T-1-B (4-93) 0 Underground Fuel System Electrical Plan & Details (requires T-1-A & B) T-1-C (4-93) REVISIONS NO. DATE BY DESCRIPTION A 0 0 0 DESIGNED M.SCALES DESIGN CHECKED SCALES SHOWN ARE FOR 22'X 34' PRINTS ONLY DETAILED M.SCALES CADD FILE NO. 5888sdl.dgn DWG. CHECKED DRAWING DATE, 19/q4 IDAHO TRANSPORTATION DEPARTMENT STATE AID PROJECT NO. STANDARD DRAWING LIST (Sheet 2 of 2) ST-3270(608) BOISE,ID. REGION 10 I IDAHO INT. DEINHARD LN.,McCALL J COUNTY VALLEY KEY NUMBER 5888 CWPFT 7 nr CLEARANCES PROJECT STANDARDS CONCEPT APPROVAL ❑ AASHTO ❑ 3R ® STATE DESIGN EXCEPTIONS. CLEARED UNDER PROJECT NO. APPROVAL DATE EXPIRATION DATE ST3270(608) V4/95 N/A N/A N/A N/A LOCATION HEARING (Date held or scheduled for opportunity) LOCATION APPROVAL DESIGN OR COMB. LOC. & DES. HEARING (Dote' held or scheduled for opportunity) DESIGN OR COMB. LOC. & DES. APPROVAL ENVIRONMENTAL DOCUMENT: TYPE MITIGATION REPORT . ARCHEOLOGICAL: ROADWAY R/W SOURCE NO SOURCE* NO WATER RESOURCES PERMIT NO(S) ARMY CORPS OF ENGINEERS 404 PERMIT NO(S) RECLAMATION PLAN APPROVAL NO(S) AIRPORT N/A N/A N/A • N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A R/W CERTIFICATE: Issued by (check one) ❑ HO ❑X DISTRICT TRIBAL LANDS: 0-AGREEMENT REOUIRED ❑SPECIAL PROVISIONS FOR CONTRACT PROPOSAL AGREEMENTS: (List Appropriate Name) cITY McCALL.ID. COUNTY ST3270(608) V23/95 • N/A N/A ST3270(608) N/A HIGHWAY DISTRICT RDAD CLOSURE AND MAINTENANCE IRRIGATION DISTRICT(S): Crossing Agreement Requi-ed ❑ Yes ❑ No (Signatures Required on either Structure Drawing or Bridge Sheet) •UTILITIES: List all Utilities on the project Co Co Co Co RAILROAD co Co . N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OTHER' N/A N/A NPDES PERMIT REQUIRED GENERAL ❑YES• II NO INDIVIDUAL DYES NO STORM WATER POLLUTION PREVENTION PLAN REQUIRED_ _ _OYES NO Dates of agreements prepared by Utilities Engineer ONLY (To be entered by Roadway Design). + LPA PROJECTS - Date entered by Roadway Design or Local Roads when project sent to C.A. i A I All work on thls SPECIFICATIONS fo SUPPLEMENTAL SPI LL ITEMS THIS COLUMN: NTER Ea. WHEN NO ACTION 1 REQUIRED. • Project shall be governed by the IDAHO STANDARD HIGHWAY CONSTRUCTION, Edition of 1995, the (CIFICATIONS and the SPECIAL ,PROVISIONS. ACCESS CONTROL DETERMINATION • FROM FORM ITD-606 Approved by Chief of Transportation Services. PROJECT NO. N/A Date LOCATION TYPE OF CONTROL PARTIAL CONTROL TYPE III DESCRIPTION OF CONTROL TYPE: REVISIONS NO. DATE 8Y DESCRIPTION A A A 0 DESIGNED M.SCALES DESIGN CHECKED N.FERNANDEZ DETAILED M.SCALES DWG. CHECKED DRAWING DATE: N.FERNANDEZ 12/94 SCALES SHOWN ARE FOR 22' X 34' PRINTS ONLY CADD FILE NO. 5888pcs.dgn IDAHO TRANSPORTATION DEPARTMENT STATE AID PROJECT NO. PROJECT CLEARANCE SUMMARY ST-3270(608) BOISE ID, REGION 10 I IDAHO INT. DEINHARD LN.,McCALL FORM CATALOC NO. ITD-1753 COUNTY VALLEY KEY NUMBER 5888 curCT d AC SHEET NUMBER STATION - STATION ITEM NO. ITEM UNIT TOTAL 2 LS I 619-A ILLUMINATION TYPE RENT CONSTRUCTION SIGN CLASS B SF 320 626-A-2 RENT DRUM CLASS B EACH 25 626-C-2 . TRAFFIC CONTROL ITEMS LS I 626-K RENT INCIDENTAL TRAFFIC CONTROL MAINTENANCE MNHR 60 626-L MOBILIZATION LS I 629-A FLAGGING HR 30 630-A TRAFFIC SIGNAL INSTALLATION LS I 656-A FORM CATALOG NO. SCALES SHOWN SHOWN ICE... STATE AID PROJECT R0. ROADWAY SUMMARY ITD-1764 REYI $� ARE FOR X 34� IDAH® Q COUNTY N0. DATE BY b�5�RIPTION PR1NT5 ONLY � VALLEY Q CADD FILE N0. TRANSPORTATION f` , ST-3270I608I KEY NUMBER COMPILED ` "�'r DEPARTMENT `` INT. DEINHARD LN.,McCALL 5888 0 M.SCALES 5888rdW.dgn h CHECKED _, __ __- DRAWINv AnTFa BOISE,ID. REGION 10 IDAHO SHEET 5 OF D DD Z 0 0 m ITEM QTY. DESCRIPTION m 03)133HD 'MO ' in 0 a n K m i 2 x m n 0 -i 0 S N i 0 NZ oC1 �o a dy am OHva I. a N01038 (8090L3Z-IS 'ON inroad OW 1V003d ST1UNY00 1v183101 31V1I5(08de/ m z C ip 9 CO CO CO i? c y G n r m 2. 3. 4. 6. 7. 8. 9. 10. 12. 13. 14. 2 ea. 2 ea. lea. 2 ea. 8 ea. 4 ea. 6 ea. 8 ea. 4 ea. 8 ea. var. var. var. var. Signalization STATE HWY 55 & DEINHARD LANE Item No.656 Pole, steel combination traffic signal and light standard. To be furnished with a twenty foot signal mast arm and a twelve foot luminaire arm with a thirty foot mounting height, supplied by State of Idaho. Pole °A' and Pole "C (ID-1-20-3012), as indicated on plans. (Type 'D' foundations: Pole, steel combination traffic signal and light standard. To be furnished with a forty foot signal mast arm and a twelve foot luminaire arm with a thirty foot mounting height, supplied by State of Idaho. Pole °B","D" (ID-III-40-3012), as indicated on plans. (Type "D° foundations) The controller shall be eight phase controller with Sarasota rack mounted four channel loop amplifier and installed in a P-1 cabinet , To be supplied by State of Idaho. Traffic signal head, twelve inch, three section, three color (red, yellow (arrow), green (arrow) with tunnel visors, and a polycarbonate five inch bookplate. To be Eagle Catalog No. SIGI0301211GGG2, Econolite Catalog No. TP33G2APSON, or equal. For signal heads 43 and 8. as indicated on plans. Traffic signal head, twelve inch, three section, three color (red, yellow, green) with tunnel visors a five inch polycarbonate bookplate. To be Eagle Catalog No. SIG103A1211GGG2, Econolite Catalog No. TP31G2APSON, or equal. For signal heads 41, 2,4,5,6.7,9 and 10. as indicated on plans. Traffic signal bracket, one way for side of post terminal compartment mounting, for twelve inch, three section traffic signal head. To be Eagle Catalog No. FRIV-15, Econolite Catalog No. FW210FG, or equal. For signal heads # 2,5,7 and 10 as indicated on plans. Traffic signal bracket for mast arm mounting. To be Pelco Astro-bra, Model AB-116, or Olson Alum. SK-2 bracket model SB or equal. For signal heads x 1,3,4, 6,8,and 9, as indicated on plans. Pedestrian signal head, blankout modular incandescent with maintenance housing and egg crate visor(lunar white man and portland orange hand), to be painted olive green. To be Indicator Controls Corporation, Catalog No.7090-0G-01-01-01-04-01.For Signal heads "11,12,13,14,15,16,17 and 18 as indicated on plans. Pedestrian signal bracket for side of post terminal compartment mounting for one section, two way pedestrian signal heads. To be Econolite Catalog No. FWA-6100-AG. For signal heads # II &12, 13&14, 15&16, 17&18 as indicated on plans. Pedestrian push buttons, to be Rees Model No. 1371-412 and furnished with a Dick Campbell Co. style H-4 °S' mounting . Splice kits to be RayChem Catalog No. CRSM-CT-2-200, or 3M 82 A series splice kit or equal. Miscellaneous items to include pole foundations type "D', Belden No. 9207, 3M Canoga wire No. 2002A, conduit of the size specified in plans, junction boxes type "C', 3m loop sealant for sawed loops and all other miscellaneous items for a complete signal system. Signs supplied by electrical contractor. SIGN SIZE MATERIAL SQUARE FOOT QUANITY TOTAL R3-5R 30'x36' II II 4.5 (I) 4.5 DI -I 1'-4°x6'-0° °B° 7.9 (4) 31.6 R3-6L 30'x36° °B" 4.50 (I) 4.5 R10-10AL 30'x36' "B' 4.50 (2) 9.0 49.6 Signs supplied by electrical contractor to be installed on mast arm with the proper bracket ASTRO-SIGN-BRAC No. AB105 ITEMS 1,2 &3 TO BE SUPPLIED BY THE STATE OF IDAHO >DDDDo ITEM QTY. DESCRIPTION r. ILLUMINATION m r*, < STATE HWY 55 & DEINHARD LANE Item No.619 mo -65 AN I. 4 ea. Luminaire, 250 Watt, high pressure sodium, 240 Volt, type II medium cut - off distribution. 2 inch slipfitter, 240 volt internal regular ballast. To be General Electric Catalog No. M4AC25S3MIGMC22, or equal. 6 z 2. 8 ea. Wire connector, in -line type quick disconnect. To be Bussman Limitron Mfg. Catalog No. HEB-JW-RLC-J, or equal. 3. 8 ea. Fuse eight amp Bussman Limitron. To be Bussman fuse type KTK-8, or equal. a � m o V rn m - - 2 'u rn 9 ' m I o 4. 4 ea. Lamp, 250 Watt, high pressure sodium, clear. To be General Electric Catalog No. LU 250/S, 30,000 lumens or equal. 0 n 5. lea. Photoelectric control, 240 Volt with pole top adapter. To be General o K A N D o A 33 a ; 2 -, ElectricCat. No. MB-PECTL and PECOTL, or equal; and to be located on pole 'A'. 2 6. I ea. Electrical 100 amp, 120/240 Volt (traffic signal and lighting �> f g4pvmn Ng m,- �� A-n� service pedestal, service). To include one 12 circuit copperinterior for 12 full one inc so a33 ,-1201i ..,,-`� poles, including mains. To be equipped In 12 gauge corrosion resistant steel construction, rain -tight piano -hinged doors with padlock provisions a aim m cd., 0No and detachable padmount sleeve for concrete and installation. To be Myers Electrical Products Catalog No. MEUGL-MI00 C/SS ITD MOD. 7, var. Misc. items to include foundations, wire, conduit as specified on plan sheets, and all other miscellaneous items necessary for a complete lighting system. C °a d �.%16 � '�.) 0 ,3 7 0 ,63 rii Z y H®• 1-1 Z m O V, O i Z i W p N o m p o > m = O o z D o z 0 R -, Z o > 0 CA 'o i --g O > m _ X 3 0 4. �< f - 0 1.3,71 K 'A2 > � > 3 O m r m Z Z n al o 7 a c 0 . > z m - ii Cn N n 0 s < c o mi Z C HNC Ol . E p z yh m.D D G N ro m ul m m r-" m z m o m { T.18N.,R3E.,B.M. SEC.l6 JCT BOX TYPE JCT BOX TYPE 'C \ POLE 'C STA100.29LT.44' COMB.SIGNAL & LIGHT STN. 20'-MAST ARM 12'-LUMINAIRE f9 -- 250 WT HPS DEINHARD LANE LOOP SPACING PLAN �_ __------------'�----- JCT BOX TYPE 'C SCALE STA.99.66 POLE 'B STA99.67 LT.45' COMB -SIGNAL & UGHT STN. — 40'-MAST ARM le-LUMINAIRE 250 WT HPS POLE 'V STAI00-27RT73' COMB.SIGNAL & LIGHT STN. 4041AST ARM le-LUMINAIRE 250 WT HPS JCT BOX TYPE 'C 4— -'a a POLE 'A' STA99.50RT.BY COMB.SLGNAL & LIGHT STN. 20'-MAST ARM 12'-LUMINAIRE 250 WT HPS STA.99.4IRT35' CONTROLLER & SERVICE PED JCT 60X TYPE 'C JCT BOX TYPE 'C LEGEND: • SIGNAL POLE j TRAFFIC SIGNAL CONTROLLER AND LAYERS CABINET JUNCTION BOX.TYPE 'C. TRAFFIC RATED (PROPOSED) LUMINAIRE TRAFFIC SIGNAL LOOP VEHICLE SIGNAL HEAD (EXISTING) PEDESTRIAN SIGNAL HEAD RIGID PLASTIC CONDUIT 1 0. DATE 8Y DESCRIPTION A A 0 A DESIGNED J-MURRAY DESIGN MEMM L-STROUGH SCALES SHOWN ARE FOR 22'X 34 PRINTS ONLY DETAILED ONG. CHECSED J-MURRAY CADD FILE NO. /USR/PROJECT/ 5888T 02.DGN DRAWING DATE1 IDAHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. ST-3270(608) TITCTT2 FC"Y` TTT RFMON M I I(7AH0 SIGNAL PLAN STATE HWY 55 & DEINHARD LANE McCALL COUNT FORM CATALOG NO. 2G-018210D Y VALLEY KEY NUMBER 5888 a r NO. 0 DATE BY REVISIONS DESCRIPTION DESIGNED DESIGN CNECtED DETAILED 1%2'RPC J-MURRAY L-STROUGH J-MURRAY SCALES SHOWN ARE FOR 22'X 34' PRINTS ONLY CADD FILE NO. USR/PROJECT/ 5888TS03.OGN 51 x101'S0 TJ8N.,R.3E. B.M. SEC.16 I A SCALE 9 ? \ Ta, \ "p• \ m \ 1%2'RPC TYPE 'C JCT BOX \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LEGEND: \ \ \ \ ✓ SIGNAL POLE \ \. \ \ TRAFFIC SIGNAL CONTROLLER , AND MYERS CABINET \ \ \ O JUNCTION BOX,TYPE TRAFFIC RATED (PROPOSED) 30- LUMINAIRE ,\ TRAFFIC SIGNAL LOOP o- VEHICLE SIGNAL HEAD (EXISTING) fJ PEDESTRIAN SIGNAL HEAD -- RIGID PLASTIC CONIXNf IDAHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. ST-3270(608) SIGNAL PLAN STATE HWY 55 & DEINHARD LANE McCALL FORM CATALOG NO, 26-0102100 COUNTY VALLEY KEY NUMBER 5888 DIID. CHEERED C-MOLES DRAWING DATE: 1E1TTT TnN� rrr A 01 05 02 A 06 04 08 MAIN STREET STATE HWY 55 PHASING DIAGRAM • 11( CROSS STREET DEINHARD. LANE RING 1 RING 2 PHASE /EHICLE HEMS PFDE R/AN HEAPS CLEARANCE J 9 5 6-7 - 8 910 I/i2 1Ji9 15Y6 R'i8 VEHICLE 01 i R R R R G R LW ON OW AY A Y AY ez I I f 1 G R W PEDESTRIAN Y FAY R OW VEHICLE R 09 L G N PEDESTRIAN Y FAY R R LW PS GY VEHICLE R CW G6 I 1 R G W PEDESTRIAN Y FAY R ON R cueVEHICLE 08 —� r G W PEDESTRIAN Y FON • R R ON LN/ at AY FLASHING R R Y R R Y SIGNAL SEQUENCE CHART REVISIONS NO. DATE BY DESCRIPTION Z A A A DESIGNED J-MURRAY DESIGN CHECKED L-STROUCH SCALES SHOWN ARE FOR' 22' X 34' PRINTS ONLY ' DETAILED J-MURRAY CADD FILE N0. /USR/PROYECT/ 5888TS505.DGN DAG.[NECKED r.-uni „ DRAWING DATEI SIGNAL 2"RPC 4-5C 146 BARE C \‘‘`. LIGHTING II 112" R.P.C. IIII 248 THWN 1"'6 BARE u1 13° SIGNAL 2°RPC 4-5C 146 BARE DET. 2 "RPC I-2C 1410 .GR T �� LDAHO TRANSPORTATION DEPARTMENT TITCTI2 Trlf" TTT ' II " DET. 11�2"RPC 2-2C 1410 GR T SPARE • 2"RPC SIGNAL 2"RPC 8-5C 146 BARE SPARE 2"RPC DET. 11/2"R P C 3-2C 2410 GR T LIGHTING 11/2" R.E.C. 648 THWN 146 BARE LIGHTING . 1%2" R.P.C. 248 THWN 1#6 BARE FEDERAL AID PROJECT NO. ST-3270(6081 RFT:InN In 1 Ineun LIGHTING. 1 2" R.P.C. 248 THWN 146 BARE LIGHTING 1 2" R.P.C. 448 THWN , ////// 146 BARE �� //////r/ SIGNAL 1 IIII I I 2"RPC fill I 8-5C 1 /1IIII II I46 BARE" � IIIIII`--DET. • I �III� 2 "RPC • 5-2C II III] 3010 GR T 1 I jl/SIGNAL I II 2"RPC I I I I;1iII11I1 6-5C I IM6 BARE I I IIII• I 1 I`I 11i 1 SIGNAL 2"RPC / 4-5C 146 BARE • SPARE 2"RPC LIGHTING 1 2" R.P.C. 248 THWN 146 BARE • DET. 2 "RPC 7-2C 4410 GR T LIGHTING 2 " R.P.C. 848 THWN 1#6 BARE • DET. • \ II/2"RPC\\ 2-2C \ 1#10GR T DET. II/2"RPC 2-2C 1410 GR 1 A SIGNAL 2"RPC 4-5C 3046 BARE A,B,C,D SIGNAL 4-2"RPC 4-5C 146 BARE PHASING & CONDUIT DIAGRAM STATE HWY 55 & DEINHARD LANE McCALL FORM CATALOG NO. 26-0182100 couNrr VALLEY KEY NUMBER 5888 POLE C 1 / / PUSH BUTTON P8 —P25 - LC —Pz4 - IED SIGNAL 4 02 AC- —171- \ W P.2 ON P,I 2' RPC PUSH BUTTON PO —Pz5- LC — Pz4 - PED SIGNAL •13 02 AC- — P26 - X Pz2- -P21- -� 4 1 I 1 1 mI�l 7-1 �Irl IIIPIIII a n \m 0 n 300 ,21t lVry.'.I 05 - Y56 - 1121 - Ys2 - Y51 15 DEINHARD LANE ZJCT TYPE 'C' POLE B i 2, 1, /\ 02 -Y26- _ -Yzl- FMB EEC '5 AC - 4 a- 0 0 MI 121 � 04 E� 04 0�/ AI 11 06 2' RPC \ 19 NOTES: I. Use 2'PRC from each slgnal'C'size junction box to each signal pole base. The fit shoS be 5 conductor cables for vehlale phases, pedestrian phases with push buttons. 2. AS non-metalAc raceways shall have a •6 BARE conductor. 3. See signal Intersection plan sheet for location of Junction Boxes. SYMBOLOGY CHART J-Indicates multi -conductors or cable assemblies. MASA 19-1or 20-II _1-Indicates individuals conductors or conductor breakout from cable or bundle. -Denotes number of conductors and/or cablolsl per conduct. n'RPC-Denotes condult size and type. POLE A 1 8SEI 0D POLE D 4 PED SIGNAL 06 •l1 -,Pal — ➢Y - PPP BUT ON -Py4—LC - Ps5 — PB 2' RPC 11:10A. 2n D ti aot rsiss r7 m / D �m ICI., f, F: "a I- IIrnl a I I 1 1 J A PED SIGNAL 0 6 18 -Psi — DW � 2 — W —pC- PUSH BUTTON Pe4 LC - Ps5 — PB _9n _LC Q/ -w cn/ gCDr4 d n/ m T u a ° ,'° o 0 0 0 o. n a a a -Y -111 -� Lr-w Y -191 _K LI/ M� �3li MIDI R© EEO CM m Ertl Qfll 11711 Rfl QFf Ertl wl1713 rm RIO 512Y1 IQ 1114 14 FED SDK 10 15.16 Ba HD SDK Kt 17.1e le FED SIPA. n 11.12 REVI NO. DATE BY DESCRIPTION m 07-93 HEB NOTES AND LABELS A A A A DESIGNED J MURRAY DESIGN CHECKED L-STROUGH SCALES SHOWN ARE FOR 22' X 34' PRINTS ONLY DETAILED J MURRAY DWG. CHECKED G MOLES CADD FILE NO. uSR/PROJECT/PRJ 5888T506Agn DRAWING DATE, I-23-9S IDAHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. SIGNAL FIELD WIRING DIAGRAM ST-3270 (608) DISTRICT III REGION M 1 IDAHO STATE HWY 55 & DEINHARD LANE MCCALL TRAFFIC DETAIL T044 couNrr VALLEY KEY NUMBER 5888 currT II nr 3 f 02 DET. Na-1 Qfl 'Qfl } 05 OET. NLa1 D51 D 5 2 ♦ 2♦ ♦ 1♦ 1-•10THWN (TEST) Po!£ D O 1y, RPC (NEW) 1-BELDEN 1-"10 THWN (TEST) 11' RPC p 1-BELDEN 1-•10 THWN (TEST) 11/2' RPC (NEW) 3-BELDEN 2-•10 THWN (TEST) 1 '�' RPC 5- ELDEN 3-•l0 THWN (TEST) SYMBOLOGY CHART J—indicates multi -conductor cable(s). J —Indicates Individual conductors or conductor breakout from cable. —f--denotes number of conductors or tablets) per conduit. n'RPC—denotes conduit size and type. NOTE: 1. Use 2' RPC from each mgnal 'C' sue Junction box to each 'tonal pole base. 2. Loop leadtn conductors to be equal to Belden 9207. 3. Green test conductors to run conttnueus. unspliced from lest Jot. box to the controller cabinet. 1-•IOTHWN (TEST) DI Dig SLaI 01 DET. I Sa-1 06 DET. 3 t 2- ELDEN /1-010 THWN (TEST) \N 1 I w o, 0 w Pm 0 m 11 GREEN TEST CONDUCTORS �A f DII , C_ Dig �m if C_ �.D 1 f Q� Qfl 041 D42 D71 DT2 D51 D 5 2 D61 / —_�D62 1, 081 11/2' RPC 7-BELDEN 4-•10 THWN (TEST) NO. 0 DATE BY REVISIONS DESCRIPTION DESIGNED J MURRAY OMEN aNEaED L STROUGH SCALES SHOWN ARE FOR 22. % 34. PRINTS ONLY 0 DE7AILFD J-MURRAY CADD FILE NO. u5R/PRJ./PRJ5888 5888TS07.DGN cm clam DRAWING DATE:^^- IDAHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. NH-FM-7963(021) nTSTRTCT TTT REGION M 1 IDAHO 08 2 SLoI 01 DET. No -I 02 DET. Eft-ol 04 OET. Eo-1 NLol 05 DET. Sa-1 06 DET. We-1 08 0E7. OC DIE 06 PEI 06 PE2 2470C 06 J n OBE 04.08 SIGNAL DETECTION DIAGRAM PE3 08 PE4 04 24110C 04,06 STATE HWY 55 & DEINHARD LANE McCALL DORM CATALOG HINDER 26-0182100 couNtY VALLEY KY NUMBER 5888 SHEET 12 OF END OF NAST ARW LEFT TURN SIGNAL R/040 AL 8 [ONLY R33 L R3-6 R MASTARM MOUNTED SIGNS 4 RJ-Il POLE STATION MA 'A• SIGN X SIGN Y SIGN Z A 99.50 RT.88' 20'0 E OF ILA STATE B 9967 1T.45' J5' 0' l2-P R HWY 55 DEINHARD C 10029 LT.44' 20,0 8,,0' -6L RJ3R W. STATE HNY Iffy 0 ' �8 RT.73' 35,0 12.0' I040 RfOiO 55 DEINHARD W. NO. DATE BY m A 1/93 1.G.M, REVISIONS DESCRIPTION REVISED MAST ARM LENGTH POLE 'A' A A A DESIGNED DEW. CHECKED DETALLED DWG. CHECKED J-MURRAY L.-STROUGH J-MURRAY SCALES SHOWN ARE FOR 22' X 39' PRINTS ONLY CADD FILE NO. USR2/TRAFFIC/PORJ 588BTS08.Cpn DRAWING DATE: JAN.1995 NL-!A & SL-!A N- A & S-/A STASEE CHART y� — I--- STASES CHART X STREET ST.HWY 55 APPROACH SL-IA SiA ER -IA .PIA W-IA 3 STA mIps 99,W5 59.40 W Rr-r X RT-9' ST.HNY 55 NL-IA N-IA 107295 IJO.•295 LT-3' LT-9' DEWARD LANE W4A 49.535 LT-5' DElNHARO UWE ER4A E-IA 50-493 50493 RT-5' RT-lY LOOP LOCATION CHART- IDAHO TRANSPORTATION DEPARTMENT A LEFT TURN SIGNAL R/O/OL NOTE: POLE "B"&"D" STREET NAME DEINHARD W. STIAfY.55 A 72 72 B 2 475. STREET NAME SIGN ST. HWY. 55 ) C 62 62S ALL SOONG SHONN ON 7-Hs SHEET SHALL-NOF BE PND FOR SEPERATELY, BUT CONSIDERED INCIDENTAL TO ITEM 655 TRAFFIC SIGNALS SIGNS ARE TO BE FURNISHED AND INSTALLED BY PERSONAL INSTALUNG DEN 654 FEDERAL AID PROJECT NO. ST-3270(608) POLE DETAIL SHEET STATE HWY 55 & DEINHARD LANE McCALL FORM CATALOG NO. 26-0182100 couNrr VALLEY KEY NUMBER 58RR G-MOLES YET CTI) rrr SEE SCHEDULE FOR t; HOOPS AND VERTICAL BARS. 4" TO 6" STUBS AND INSULATED BUSHING REO'D ON METALIC CONDUIT PER MANUFACTURERS SPECIFICATIONS 2%2" MIN. 3" MAX. SIDEWALK OR\ GRADE LINE 6 } K SECTION KK a I 2T L,• /J T . '� b d-` 1-0 7 .. . :IOoa 'po ,I a . I.6).61.• ANCHOR BOLT SIZES AND LOCATION PER MANUFACTURERS SPECIFICATIONS NOTE: DO NOT GROUT IF BREAKAWAY DEVICES ARE USED. GROUT AFTER POLE HAS BEEN PLUMBED. LEAVE CAVITY UNDER CENTER OF BASE PLATE. OPTIONAL FINISH LINE %Z'PLASTIC DRAIN PIPE REO'D 1 K °6 MIN. ARIGID CONDUIT (SEE PLANS FOR TYPICAL POLE FOUNDATION SECTION DD SIZETYPENUMBER.AND ENTRY). RIGID STEEL CONDUIT ANCHOR BOLTS (DOUBLE NUTS AND WASHERS REO'D FOR PLUMBING POLE.) 2" CLEARANCE TYPICAL NOTES: I. THE FOUNDATIONS SHALL BE LOCATED AS INDICATED ON THE PROJECT PLAN SHEETS. 2. SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC PUSH PLUG AT BOTH ENDS. JUNCTION BOX METHOD 'B' JUNCTION BOX INSTALLATION DETAILS TRAFFIC RATED CONCRETE BASE W/ WELDED WIRE REINFORCEMENT z COMBINATION CURB AND GUTTER ! I TRAFFIC RATED CONCRETE BASE W/ WELDED WIRE REINFORCEMENT JUNCTION BOX I COMBINATION CURB AND GUTTER r_ METHOD 'A' ASPHALT 'AGGREGATE r-- I I I I GRANULAR BORROW JUNCTION BOX I 1 II 2 TRAFFIC RATED CONCRETE BASE W/ WELDED WIRE REINFORCEMENT METHOD r NOTE: L USE METHOD 'A'ONLY WHEN PLACEMENT OF JUNCTION BOX BEHIND CURB IS NOT POSSIBLE. 2. ALL TRAFFIC RATED JUNCTION BOXES. AS SPECIFIED ON THE PLANS SHALL USE METHOD •A' FOR INSTALLATION. POLE FOUNDATION SCHEDULE POLE TYPE MT -FIT. FOUNDATION TYPE X Y HOOPS VERTICAL RODS CU.YOS. CONCRETE MASTARM LENGTH NO. SIZE UNFT. NO. SIZE UNFT. PEDESTRIAN SIGNAL POLE 30' - A 2'•CY' F-0" 4 •4 23'-0" 6 •4 28'0" B LIGHT POLE •30' ALL A 2-0" 5,0" 4 •4 23'0" 6 •4 28,0" B LIGHT POLE 35' ALL B 2-6" 7,0- 4 •4 29,4" 6 '6 40,0" 13 LIGHT POLE 40,50' ALL C 3'0" 8•q' 5 •4 44'•2' 8 •6 6l'•4" 2.1 SIGNAL POLE - • 20' - 45' D 3'-0•' 9'0" 5 •4 44'2" 8 •6 69'-4" 2.4 PEDESTRIAN PUSHBUTTON POLE 4,CY' - E 1•6" 2-6" - - - - - - 2 DUAL MASTARM SIGNAL POLE - ALL F 3'-0" 12.0" 8 •5 70'-8" 12 •6 140' 3J SIGNAL POLE - 50' - 60' F 3'-0" I2 0" B •5 70,8" 12 •6 ma. 3J NO. DATE BY REVISIONS DESCRIPTION DESIGNED J-MURRAY DESIGN DIECRm L-STROUGH SCALES SHOWN ARE FOR 22' X 34• PRINTS ONLY DETAILED S-HOLLAND CADD FILE NO. NSR/TRA PC/PRJ SSBliDDN.ODn Dec. D¢am G-MOLES DRAIAND DATE: 12-31-94 IDAIHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. FOUNDATION SIGNAL POLE ST-3270 (608) DISTRICT III REGION 10 IDAHO STATE HWY 55 & DEINHART LANE McCALL Mud CAIALOG N.BER 26-0192100 Cowin' VALLEY FEY Nuc¢N 5888 SHEET 14 OF `11181,- MAINTAIN A MINIMUM OF 8"CLEARANCE BETWEEN SERVICE PEDESTAL AND SIGNAL CABINET. UTILITY ENTRANCE PLAN VIEW J/4" RIGID CONDUIT 1/2"-13 X 10" ANCHOR BOLTS REO'D FRONT VIEW PEDESTAL INSTALLATION DETAIL ti 1 I SERVICE PEDESTAL C F- A. B -MMI ^AMu.���MI . � NM .1_ _ 1- -I-L I < `' N 4 . b \IN i I 1 I r"1 I 1 �I II i i I I I L-I1 1 -.- I I I I I 1 I , - }i�- I Lp--I II 1 I 1 1 I I L -r — I I I 1 rl I rf -� -rf 1 t I I rl 2" CLEARANCE TYPICAL I C1- -"" FRONT VIEW GROUND ROD 0 ---LGROUND ROD °n- - DOOR _c)/ m VARIFY PLACEMENT OF %2" -13 X 10" ANCHOR BOLTS ALTERNATE SERVICE PEDESTAL LOCATION SECTION BB B SIGNAL CONTROLLER CABINET SEE NOTE •7 GRADE TO rOP OF CURB 4"CONC. PAD W1rH •!0 6"X 6"WO✓EN WIRE MESH AND I" SLOPE FOR DRAINAGE 3' D" 2" MAX. TYPICAL 5" ' ,4r IIDI Id'Q II I Il�f IQ III 1', QI I q .1. IIOo or'al 1C.j .01 • I•p i i° •d 10. dll:'o41� -ro •, ° rlO b•• II � Fes— B RIGID CONDUIT (SEE SIGNAL AND ILLUMINATION PLAN SHEET FOR SIZE. TYPE AND QUANTITY) SECTION AA "CHAMFER ON CORNER TYPICAL 2'' CLEARANCE TYPICAL SEE SCHEDULE FOR ANCHOR BOLT SIZE AND QUANTITY �2" PREFORMED JOINT FIBER WHEN INCASED IN CONC. OR ASPHALT SEE SCHEDULE FOR HOOPS AND VERTICAL BARS RAISED CONCRETE PAD REQUIRED SIGNAL CONTROLLER CABINET CAULKING COMPOUND REO'D (TYP1 FOUNDATION SCHEDULE CABINET ONLY CABINET AND SERVICE PEDESTALS CABINET TYPE FOUNDATION TYPE A B C D E HOOPS VERTICAL RODS CU. YDS. CONC. HOOPS (d VERTICAL RODS CU. YDS. CONC. ANCHOR BOLT NO. SIZE LIN. FT. HO. SIZE LIN. FT. FOUNDATION PAD NO. SIZE LIN. Fr. NO. SIZE LIN: Fr, FOUNDATION PAD ONTY. SIZE SIGNAL N 2'-9" 1-8" - - 1'-0" J •4 24'0" 6 •4 13'0" .5 .1 3 •4 38'6" 8 •4 17'4" .8 .2 2 Vz'X 12"X 3" P & R 3,11" 2'-5" 3°43YP Y•6V2" - 3 •4 35'6" 6 •4 130" .9 .1 3 •4 50'0" 8 •4 17'4" 1.4 ® .2 4 5"X 18"X 4" 7 SERVICE PEDESTAL SEE NOTE •8 3' 0" • .....: . . 6" BEDDING OF COMPACTED 3Z AGGREGATE MATERIAL 1 2" MAX, ❑ srue our / TYPICAL ft '19 °III1�'I d I� 2 RANCE 1 z r T l p TYPICALCLEA . .0 ILitL T- •lo I •10�1T ▪ • -� � � U I-- GROUND ROD SECTION CC NOTES: 1. THE FOUNDATION SHALL BE LOCATED AS INDICATED ON THE PROJECT PLAN SHEETS. 2.ALL CONDUITS, ELBOWS AND COUPLINGS WITH- IN AND PROTRUDING FROM THE FOUNDATION, SHALL BE RIGID STEEL. THE REMAINING CONDUITS SHALL BE AS SHOWN ON THE PLANS. 3.STUBOUTS SHALL BE TERMINATED WITH A STEEL BONDING BUSHING. 4. PLASTIC PUSH PLUG REO'D Ar BOTH ENDS OF SPARE CONDUITS. 5. USE DIMENSION "A" FOR THE CABINET FOUNDATION AND PAD WHEN THE SERVICE PEDESTAL IS Nor REQUIRED. 6.GROUND IN ACCORDANCE WITH N.E.0 7.CONDUlr SHALL BE INSTALLED IN SUCH A MANNER AS TO Nor CAUSE MODIFICATION OF THE CABINET. 8.GRADE TO PROVIDE DRAINAGE AWAY FROM CABINET FOUNDATION. 9.6"W1DE ELECTRICAL HAZARD TAPE INSTALLED 1' 0 ABOVE CONDUIT (TYPICAL OF ALL CONourn NO. m DATE 6-93 BY HEB REVISIONS DESCRIPTION CHANGED DIMENSION TO 2'5' m 6-93 HEB CHANGED HOOPS LIN. FT. DESIGNED J. MURRAY DESIGN CHECKEDL. STROUCH SCALES SHOWN ARE FOR 22. X 34' PRINTS ONLY 6-93 HER CHANGED CU. YDS. CONC. 8-94 NEB ROTATED DOOR ON ALT. LOCATION. DETAILED J. MURRAY CADD FILE NO. /PRJ 5888/ 5888TDI2.GOn 10-94 GLE REMOVED JCT. BOXES FROM PAD. DWG. CHECKED G. MOLES DRAWING DATE' 12-16-94 IDAHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. ST-3270 (608) DISTRICT III REGION 10 IDAHO FOUNDATION DETAILS SIGNAL CABINET STATE HWY 55 & DEINHART LANE McCALL TRAFFIC DETAIL TD-12D3 COUNTY VALLEY KEY NUMBERSH SB • SHEET 15 OF TYPICAL SERVICE PEDESTAL See sheet of for foundation detail x Photoelectric cell to be mounted on upper right side of cabinet. a •3 AO N BO Landing Lugs PEDESTAL FLANGE MOUNTING DETAIL 1 -a--�zD I 1BYe—'1i . Slot for . % Anchor Bolt UtiOlity Conduits Output Conduits RTyp. 2' RPC� MIN. 41/4' 0 0 14/8' 121 I1/4� I 1 MIN. 4' To by furnished with 4 each %' X 6' X 2' - 13 NC Anchor Bolts. No sleeve required s e e aq Meter when required. X ® TEST SWITCH a10 a10 e a a. Bus 10 NOTE ® Identification labels shall be required for branch breakers. Lighting branch breaker labels shall read: 'Lighting Circuit No. (see plans).' Signal branch breaker labels shall read: 'Signal at . (Identify two leas of the intersection): Manual Circuit Closing Meter Socket •8(Typical of All Lighting Circuits) a Buss extension lugs req'd for 3/0 Cu. 0 0 t 8' MIN 1 I 0 } BASE OF PEDESTAL SIGNAL CONTROLLER See note 4. SERVICE CABINET SCHEDULE ITEM CLASS 'B" CD Main Breaker (See Schedule) (2)Control Breaker IP-15A 120/240 volt (b Test Switch SPST-15A 120/240 volt ® Lighting Branch Breaker 2P-120/240 volt (See Schedule) 6 Signal Control Breaker - IP-120/240 volt (See Schedule) 6 Nema 14-50R 120/240 volt () Lighting Contactor 8P (Any Combination) (✓) Flasher Control Breaker IP-120/240 volt (See Schedule) 0Recepticle Branch Bkr. _ 2P-120/240 volt (See Schedule) BREAKER RATING SCHEDULE CLASS "B' ITEM No. of Lighting Circuits Maln'Breaker 100 Amp 2P• Lighting Branch Breaker 30 Amp 2P Signal Control Breaker 60 Amp IP Lighting Contactor 30 Amp 4P Flasher Control Breaker Service Wire NO 3/0 THW NOTE ® When Signal & Lighting branch breakers are installed In same panel board, the Main Breaker shall be permanently labeled as follows: WARNING Do Not Use. Main Breaker As A Dlsconnect This panel board con- tains one or more branch breakers con- trolling a signalized intersection. } LIGHTING CIRCUIT •1 } LIGHTING CIRCUIT "2 } LIGHTING CIRCUIT "3 } LIGHTING CIRCUIT •4 NOTES: I. Service cabinets shall be NEMA Type 3R To be furnished with a padlock hasp. 2. Dead front construction is required on all cabinets. 3. Plug -In type breakers shall be used on '13' services. Main breakers shall be bolt retained. 4. Pressure type terminals shall be req'd for a8 THROUGH "2 AWG. wire. 5. All services shall be U.L. labeled for maximum 100 Amp bus rating, and 'Approved For Service Entrance Equipment.' 6. The main breaker label shall be made of red on white plastic laminate. The branch breaker labels shall be mode of black on white plastic laminate. The legends shall be engraved into the strip so as to provide white legend on the required background. The labels shall be permanently attached to the dead front, next to the corresponding breakers 7. Branch circuit breakers, branch circuit wire, and photoelectric control to be supplied by the contractor. 8. All bussing to be 100 Amp rated. 9. Wiring shall be THWN/MTW 600V 90' C rated. NO. DATE BY REVISIONS DESCRIPTION DESIGNED T. W. MCADAMS DESIGN CHECKED SCALES SHOWN ARE FOR 22' X 34' PRINTS ONLY A A DETAILED H. E. BLEIL CADD FILE NO. SBBBts09.dpn DWG. CHECKED T. W. MCADAMS DRAWING DAT& JUNE, 1993 IIDAHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. TD01A ST-3270(608) %DISTRICT III REGION 10 I IDAHO SIGNALIZATION AND ILLUMINATION ELECTRICAL SERVICE PEDESTAL CONTROLLER FOUNDATION MOUNTED TRAFFIC DETAIL MOIR COUNTY VALLEY. KEY NUMBER 5888 SHEET 16 OF A l2' NO A 0 0 A /-24'YEUDM z 6' 4 r EDGE OF PAVEMENT TYPICAL CROSSWALK REVISIONS DESCRIPTION DESIGNED DESIGN CHECK PETALED ONO. CHECKED J-MURRAY L- STROUGH J-MURRAY G- MOLES �O �1 STA99.82 L740' SCALES SHOWN ARE FOR 22' X 34' PRINTS ONLY CADD FILE NO USR/PROJECT/ 5888PMOI.DGN DRAWING DATE: JAN. 17. 1995 STA100•20 LT33 SEC.16 `%AI00.20 Rr37' -- �- 447 d 99.66 STM4Y.55 50.00 OENNART LH. STA99^13 IDAHO TRANSPORTATION DEPARTMENT DISTRICT III cn y in 6 FEDERAL AID PROJECT NO ST-3270(608) REGION M IDAHO CROSS881K b 9G1t10 STATE HWY 55 & DEINHART LANE McCALL FORM CATALOG NO. 26-0182100 couNTr VALLEY KEY NUMBER 5888 SHEET 17 OF LEGEND 0 o O TRAFFIC LONE • 29R11NINIDI NEMO MT 0.C. NAXIMN9 ID SIGN LOCATION - TRIPOD IOINI j SIGN LOCATION - POST MOAT .� FLAGOER OIRECTIOYAL ARROW EX R/W GOO -2 5' X 24' BLACK/ORANGE MINiNN TAPER LENOIR 311N FEET POSTED SPEED DIM) 25 30 05 10 49 50 59 E 10 LOS ISO 20S 270 450 505 550 B 2 i 11 1E 115 165 225 , s . 195 55D 605 us 150 21ff 320 515 600 SSD END CONSTRUCTION 555. 503' 550' 500' 50'140L W20-I N28-801 48' X 48' 48' X 48' BLACK/ORANGE BLACK/ORANGE G20 - 2 5' X 24' ' BLACK/ORANGE EX.R/IN 4 EnRv 560' W20-1 40'X 48' BLACK/ORANGE END CONSTRUCTION N28-7e 48. X 48' BLACK/ORANGE ALL CO RICIING EXISTING SIGNS SNALL BE [MERE6 AS DETERMINE° OT THE ENGINEER ALL TRAFFIC CONTROL SINLL OCCUR MIRING DAYLIGHT NDLILS t9H50 AK TO I,OC Pxl TIE 61GMnG ANO CIY.NrtL12AilON show FOI Bono WG I6 TYPICAL FOR EACH 61DE.OF ROAD. EXCEPT IN REVERSE 050ER TIE STATE WILL NOTIFY CONTRACTOR WNICN TRAFFIC COMM IS ACCEPTABLE FOR TYPE OF ROAD NOG PERFCDIED. TYPICAL APPLICATION SHOWN. ADJUST SIGNS 0 LOCAROIc TO FIT SITE CONDITIONS ON DEIRWRD IML STATE HIGHWAY 55 STATE HIGHWAY 600' HO'TAPER MI MO W20-801 N21-801 48.X 48' 40'X 48' BLACK/ORANGE BLACK/ORANGE Iu W20-7o 48'X 48' BLACK/ORANGE WLYG AREA nYP1CAu Q� A L50.0105 • MARKETPLACE Lt MEIN LANE STA 50.00.0 GENERAL NOTES T e 18NP P R. 3EP M 8. Mo LM 55 STA 99.66. • DEDBWRD LANE STA 5013680 .1% AREA ITYPICAm c n N28-75 g 40'X 48' BLACK/ORANGE h ONE LANE CLOSURE WITH INTERSECTION CONTROL P SN 65 STA 79.6616 • 75 MEINARD LANE STA 50•05.55V NOG AREA in7icaL1 W20-7o 48. X 48' BLACK/ORANGE N 16'IS'36.W DI WORK AREA ITYPICALI 140' TAPER LTV ION) l sl 55 STA 125•00.50 • / MARKETPLACE LEIN 9110 UWE STA Ea•CIOD A N28-081 48'X 48' BLACK/ORANGE N20-8B1 40'X 40' BLACK/ORANGE 500' TWO-WAY TRAFFIC (10 FT. LANES) WITH INTERSECTION CONTROL ENO CONSTRUCTION G2B - 2 5' X 24' BLACK/ORANGE W20-1 48'X 48. BLACK/ORANGE 650' E0. R/W > d a ' END CONSTRUCTION G2B - 2 5' X 24' BLACK/ORANGE ti EY A/W S. CHAMBERLAIN & ASSOCIATES, INC. ENGINEERING, PLANNING. MD SURVEYING SERVICES 4111 S0.RH OTH STREET. SUITE 310 1101SEADAHo 03702 MOGI 309-000 120613011-1222 FAX DESIGNED BY PERRY A, SHEA DRAWN 0Y INVERT E. JEWELL [NECKED or P.A.S. DATE 6/14/91 SCALE P.". REVISION nom L 'NEVELOPER: WHITE-LEASURE DEVELOPMENT CO. PROJECTI MARKETPLACE SHOPPING CENTER ROADWAY IMPROVEMENTS CITY OF MoCALL, VALLEY COUNTY, IDAHO STATE HIGHWAY 55 STA. 95+93 TO STA.106+66 DEINHARD LANE STA. 49+17 T0. STA. 53+87 TRAFFIC CONTROL PLAN TC-1 J00 HUNGER R3093 DRAWING MAHE DOR3TC1.JIWG sro.JF 5 NO. DATE BY REVISIONS DESCRIPTION DESIGNED J-MURRAY DESIGN ENEEKED L-STROUGH SCALES SHOWN ARE FOR 22' X 34' PRINTS ONLY 0 DETAILED J-MURRAY CADD FILE NO. /USR/PROJECT/ 5888TCLOGN IDAHD TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. TRAFFIC CONTROL PLAN TC-1 ST-3270(608) STATE HWY 55 & DEINHART LANE McCALL FORM CATALOG NO. 26-0182100 COUNTY VALLEY KEY NUMBER 5888 OKG. CHECKED G-MOLES DRAWING DATE: JANJ7J99S DISTRICT III REGION 10 IDAHO SHEET 18 OF / IMPROVEMENTS LEGEND \ T. 18N., R.3E„ B.M. NES ROADVAY _ INTERSECTION CURVE TABLE CONSTRUCTION NOTESE°a11° P.C. c. Srsr .RVYSEr v.c. v. I. srn PFSEr AaD1OSLENcrN OD.ra j�/ RSPNALi REMOVAL O SAYCII( ONO IIKELCUTSI ALCM IXISTfNO PAINTED EDGE STRIPE. pi 45 . 0 zc•00• L rxt 505E w m' Lr. .0 N. 0 m T O QS m•47.m N. Lr. 60.r1.77 LN6.A .0.1 m.46 4 , e n' tr IYNOK IXISTIN, PAYTiIEN( ND EXCAVATE TO WY ROADBED TEM. 1 I��IIi�����1.1�� RECONSTRUCT ASPHALT ORNIXAY I V O T I O SCALE NOT Ql T 0 .al.i m' Ar. e1n.01 soar.. n. 50• DD 15.54' A .a " 0 e 05 OINSTALL ASPHALT PgYENENT PER RPfCM- SECTION ON SHEET 1. pi 'N.40.67 24.10' L ...mu ReicE EX 41.37.00 a il•�"[,,''f.$y5 5N SS 5TA 99.66.45 • .F. REs1REACEO ASPTNLT ORITEYRY O RECONSTRUCT MST,. ASPHALT MURRAY PER UNITS SNORE. SEE Ev/i:..: DEINYYN Q 1ei 4 .N _ 1 IG•®.!4 m �.li'°' !0 Dr LAhr STA 50.00.0BR STREET NOTE •7 RV SKEET 1. 5O RESURFACE IXISTIAO ASPHALT TRITEVAT TM NI... 0.1' MSS B © 1 0 w.1- is ' xi. xv..5 ono... 10302.6( 2..30'rA . 30. 44.R•a4' R' e5' O CONSTRICTION U J BASIS OF BEARINGS. NOTE ASPRILT PER UNITS SNOYN. iRfA\O.fAfIOY SIPRO9 O11 iA NSO1 8 U.S..T.T A\9 OEOTE S O AO.IIST TXISTINO SEVER NANdE TO FINISHED GRADE. SN 65 S a 100.05.n ta '_ VERTICAL DATUM: CITY OF MCCALL ` O UTILITY PO1.UDIVHTENSVCE RELOCATED BY TELEPHONE COIPANY NlRSETPLACE ACCESS STA. 10.00 ; y U W IX. RN P P P `• Q ti BfNCNIAAX. DELTA MCCALL 4 1 LOCATION • SY CDR.. O' DIEN IRD LAKE•dd = M9 STATE MIWIvaY 55 K ELEVATION - 6037.10 • V & O N �"y _ / R • / 2 _ W ^O \01 g O SITE ACCESS TO BE COMMIX Br OTHERS. +• q d O UTILITY POLE RELOCATED BY OTTERS. P.: g 0 sEE SIEET 3 OF 5 FON =oar TROss1ND nari. ^ ^ O O sA m "EYrA': \. n. m vnwr © 4� d b. d s ¢ E.Y. HER � 0 °1IYLY'a0! \ y e- a 1 a � W - a (Ia ✓'/. m 1+�\\\\\\ Y 1\ TX •[x::::^.:•:•'::IiEx::•::i. I,•,i ... ..:I ;•5.•'•:y,� l iriteli :El::a,l:l: al:. _.'1'il`' IrAM�i€ ....:Yle " ';NIL ;< 5: EX. RN .. _................n................................... ... ... m�N :::: c .... ...... uae�\o\u\a&\rG VAui \\uwml�-=�tYAift\'o, cdGvttiw�i:^t�d�\dCSS�ldtc\ �'%':;:L�•4ft {, , llir q ��C�WA�\rA .. �'�1rT� ©lam' A tIW2.A1111NYTAtQ}r -"\EIFiFl110111V':1��llEICI7\MMINIIIMAINMW � q �, Iv; ' -� �MIE Ira EX. R/ E �Y STATE HIGHWAY 55; S R. © '� R £ ©1♦♦ 1�S4� Lr •% ©n 44 �I $� Q `A�rl = Q 47101 _ (U Rg `O SH 55 .TY��S�_ gg O ti $� Y 'TA 1Pa•00. BD • s E , H MARKETPLACE:_. �. �� �' o 4 7. 0 cr ' yy 1, 1- ga,• @z © © - F�` $ 1.2 iii - �� x. EX. RN REIN' LATE STA 50.08.0, L 5042.8 ti EXISTINC HEST : DGE OF PAVEMENT m A X G^ 0 m0" 1''': m7 ID" 45 C' F &R qq 20 =' P. 0 dW• 6 5042 0 n - W 507E e ry- ^ _-__ __=- 5034.E N . - �• R d ® 1 2 ' Y r. 5038.8 EH HEST EDGE Or i PAVEMENT - `n G r. 3 i 5034 0 5042.E ° �EXlSTlNG • EAST EDGE , PRYEh EN7� 2 D. d Pj_ Y S n Y^ n S zg 60 5030 0 ,. 5035.0 $ . g I , a . • .. H - • _ 5042.0 P n g. X C' " o W 4 •_ 5038 0 5034.E __ - __. $�.R R =Y . 5030.0 EV EAST : OGE OF PAVEMENT n R �Np 'YL"i"J� OC a a Gtl �r-g ffi n 1 5034 0 50300 95.60 96.0E 96.4E 96.80 97.2E 97.6E 96.00 99.40 98.80 99.2E 99.60 100.00 100.40 100.80 10 •20 101.60 102.00 102.4E 102.8E 103.20 103.60 104.0E 104.4E 104.80 105.20 105.60 106.00 106.40 106.80 107.20 107.60 ` ,m9TTnRAL SG.. 1 II. •• 40 FUT FOR INFORMATION ONLY S. CHAMBERLAIN DESIGNED Br PERRY a. SHEA RE"ISIBN w of JEVELOPERH \ ��� & ASSOCIATES, INC. OMEN DI ROBERT E. .I-KuoF WHITE-LEASURE DEVELOPMENT CO. STATE HIGHWAY 55 93093 - - cEECXEosr P.A... PROJECT, Dio ENGINEERING. PLY4WING. MO SL3OEYING SERVICES SOU 404 TH BTH STREET. SUITE 310 Dq TE 6/I4/91 MARKETPLACE SHOPPING CENTER STA. 95.93 TO STA. 106.66 vl ow L BOISE. IDAHO B3702 °""m'H1eAgpw'aY� MHO 389-4700 SALE I'-+D' ROADWAY IMPROVEMENTS 12001309-1222 FAX \ / CITY OF MCCALL. VALLEY COUNTY. ID OADWAY PLAN AND PROFILE P-1 SNT_. DE_, NO. DAZE BY REVISIONS DESCRIPTION DF-SIGNED J-MURRAY SCALES SHOWN ARE FOR 22'X 3q' IDAHO TRANSPORTATION 4LS- I3EI°.°�RTI�ENT '4�r FEDERAL AID PROJECT NO. ROADWAY PLAN AND PROFILE P•I FORM CATALOG NO. 26-018210E ST-3270(6081 STATE HWY 55 & DEINHART LANE MCCALL Q DesR3N cNEam PRINTS ONLY L-STROUGH cnpp FILE No. COUNTY 0 DETAILED J-MURRAY /USA/PROJECT/ 5888PPIAGN KEY NUMBER 5888 A DnGCRErun NG DATE: DRA�IAN.17. DISTRICT III REGION 10 IDAHO 0 G-MOLES 95 -- SHEET 19 OF IMPROVEMENTS LEGEND O NEW ROADWAY ASPHALT REMOVAL RESLITFACED ASPHALT DRIVEWAY CONSTRICTION NOTE T. 18N., R, 3E., 8,M. OASIS OF BEARINGS, ✓a. COAST AYO 6EDTECTTL rwMwcarrw 6rarlDv DELTA MxaLL VERTICAL DATUM: MY OF Me CALL BENCHMARK. DELTA MPCALL LOCATION • SY CORNER Cr OEINIMO LAZE AND STATE IOGMAY 65 ELEVATION • 5037J6 CONSTRUCTION NOTES O SAN= UO WIEELMSI ,ANODE EXISTING EDGE OF PAVEMENT. GREMOVE EXISTING PAVEMENT MO EXCAVATE TO NEW ROADBED COPML 0 INSTALL ASPHALT PAVEMENT PER TYPICAL SEC1106H 011 SHEET L O RESAiFAr£ viazg ASPIALr DRIVEWAY lam MUDMAI 0.1'CLASS O A9'NALT PER LIMBS SNOAM. O ADJUST EXISTING SEWER RATTLE TO FINISHED GRADE OUTILITY POLE/APPLRTEIANCE RELOCATED OY TELEMAXE COMPANY O SEE CONDUIT CROSSINO PLAN ENLARGEMENT THIS SHEET. INTERSECTION CURVE TABLE NI ELEYATICHS OMSCI PAOM DOM 0 4vMT3T melt. LT. oar. EX 606 76-101 ar,rrr 0 0 0 511617.00 9163020 it 5037.32 5035.51 aesszo 06101E 5060100 01.32.00 20.117 . 1Lb'Rr. 3.7 LT. 351 55• Barr SLIT rear 711613121. TT' 41' 4r NOT TO SCALE SN 5B SM 100103.20 • DEINHARD LANE LUMBERMANS MARKETPLACE IAR CIM1K£ ACCESS SEE SIGNAL PLAN FOR CONDUIT DIAGRAM 5042.0 5038.0 5034.0 5030.0 5842.0 • 5038.0 5034.0 5030.0 47+60 EXISTING NORTH CODE OF PAVEME+T NEW NORTH EC..E OF FAVEMEN —+� t R8 7 L S B F i E. tl A g2 Yilg 19 85 tl S. .. ElISTING SOUTH EDGE 1 OF PAVEME 47 NEW SC U7H EDGE OF PAYEMEN zi w a�8 74 S :C R�� 6 d dA t. t hd GI `. „2` 5042.0 5038.0 5034 0 5030.0 5042.0 5038.0 5034.0 48+00 48+40 48+80 49+20 49+60 50+00 50+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 54,40 54+80 IOIIIDRAL SV4OI MN • 1B PELT S. CHAMBERLAIN & ASSOCIATES, INC. ENGINEERING. PLMAOND. AND SURVEYING SERVICES 404 SOUTH BTH STREET. SUITE 310 BOISE. [BAND 83702 12081389-4700 12001389-1222 FAX DESIGNED Br PERRY A SHEA GA4u, Dr ROBERT G JEWELL arms] BY DATE 6/11,4 REVISION n0 PINE NO. DATE BY REVISIONS DESCRIPTION DESIGNED J-MURRAY DESIGN CHECKED L-STROUGH SCALES SHOWN ARE FOR 22' X 34' PRINTS ONLY DETAEED J-MURRAY CADD FILE NO. /USR/PROJECT/ 5888PP2.0GN IDAHO TRANSPORTATION DEPARTMENT (DEVELOPER: WHITE-LEASURE DEVELOPMENT CO. PROJECT: MARKETPLACE SHOPPING CENTER ROADWAY IMPROVEMENTS CITY OF MoCALL. VALLEY COUNTY, IDAHO DEINHARD LANE STA. 49+17 TO STA.53+87 ROADWAY PLAN AND PROFILE P-2 JOB NUMBER 93092 MOANS NAME 3092PP2_OVG SHL➢F— FEDERAL AID PROJECT NO. ROADWAY PLAN AND PROFILE P-2 ST-3270f608) STATE HWY 55 & DONHART LANE McCALL FORM CATALOG NO. 26-0182100 coul4TY VALLEY KEY NUMBER 5888 DBE. CHECKED G-MOLES DRAWING DATE: JAN. 17,1995 DISTRICT III REGION 10 0AHO SHEET 20 OF SIC MAW NO STAY I zu VdiJ cmarVOTE ream. aR as 90/4 PANT YNRE IaM1TUN NOW AS 6.001 O PAINT VOTE RIC.II-IPN NOW AS 90MI O �SALL PLASTIC NAE UVEsnosnot.AS 90m 6n SEE OILS 1.6 IB¢5 LETNL 9E[P. O GPE STARE VIM ill£ 650.196 360 PAVEMENT IwW1.GS ® TEA VOICE PAM rt Ia 6rnrE AS swm O MV1t TV0( mart ulnasSINE EWE STRIPE AS OVUM ® PAINT • S ,w starts AS raw VOrt war sawn NO WITS DOOM sEE SUP STARE car.[ rluawn starrawe PANT VOICE MOPE MIMS NO 66059/59O90 1131AT ,raw.. a6 WINN €1 PAINT maw N•NN NCR Evn-may 1E7 am Lam. 90m Q PAINT OM,. STROM PIA Tvp-VAr Eat TUN LAM AS SN6m ©C MOVE EOSTAC EarEIEM MANIOCS LPELETuic van and PVNELMAIIPL NEW SIGN SCHEDULE sW I6 PLR COVE STATICAL ONSET MSI TYPE MESS. CD PUMA. ST.l62•I0.EPLT. MAN VCCO PR LEE ORE PET CD DEMON, SI0.9.8O. zELL OW VOW NWT UNE MIST Nal RANT 0 09.119 SIG. 50-e0MIT. SNOW. WSW LAZEXIST 0 R3-IT SR 53 STA. 101•702T'At. MON WE ONE Mt/ SR 55 6T6I03•11.35'aT. z9 STCEL Vie N-,S9mrIEP 918S 614.l3I.60.zraG VOSCI SIRE LAIC MOS SIGN LEGEND 0 SEW TOTE p 4 COSMO 110.01PairMx 6.1 0751. slur A P667 TEV SAN A POST 6• $ — H• BIKE LANE SKIP STRIPE DETAIL ZITS. >r I OLAE LAM AMOY Eil H 9mPm ST.Oa 1 »a Ea IY 1.I TYPICAL NaPIG • USE TW NM. P09 TW'MAY ONE MANE BIKE LANE SYMBOLS DETAIL 8316 MOINE. 0441 LANE MEM SE ROAD SIGN DETAILS MAO p RIGHT LANE 84b ONLY., 9E�rtlIfCAU k N•T1 al-1 RIGHT LANE MUST TURN RIGHT STOP ELAN AVE EP.A/V Ln SH 55 SEA IBO.00.00 • OENNLY9 LANE STA 60.0000E �#1#4 • rraiv 3 d '-\st IaYFMM 5' Z A +Y,A MARKETPLACE SPA iATP fAr D'INHARD LANE LUMBERMANS 91 55 STA 9966/5 • OEIIW90 LAME STA 50•BBOOV m NW is P/V [ wvaEEPLAMCE ASS a W s 0 EX WV EX NM N 31T PEEP zEr TANA 7 aurSlar rir EuiE a= �1 66 STA 99.66.1E DEBAIHID LANE STA 50.00.00E 3'9001.0511 fIYPJ INOVIMAIAIION 3T R O Q 6 E EA.SPEED LIMIT NON 0YY EEr 0.11310r KY EWE a MTERNY IX,. ST W ) /I ^iRiOGEGNiEPLM[�L1MT iii Til M M IC/ TAPER aElrca ICE HEY �sff PA a PE• to Y �p(YYH{ l I:Z. ' 00 • UEINHARO UWE STA 60,00.00E P 8 9S OrraEMTEN STATE HIGHWAY 55 OEI IT STA E access IWVETPLACE aCCE56 ISS• AT LETT RAN LNE E MAREft ••• O ' S. CHAMBERLAIN & ASSOCIATES, INC.. ENGINEEIUNC. PLANNING. Ala SURVEYING SERVICES 104 SOUTH 0TN STREET. SUITE 310 BOISE. IDAHD 03702 12081389-1700 12081389-1222 FAX DESIGNED OE PA. SNEA DRAIN Br DEOP.E,J. CHEEPED BY P.A. SHEA DATE 6/13/91 SLIME 1'•10• REY/SIP1 AArt L e. 'DEVELOPER: WHITE-LEASURE DEVELOPMENT CO. PROJECT: MARKETPLACE SHOPPING CENTER ROADWAY IMPROVEMENTS CITY OF McCALL, VALLEY COUNTY, IDAHO b W m0 � ¢ u w EX RN E FOR INFORMAT STATE HIGHWAY 55 STA. 95+93 TO STA.106+66 DEINHARD LANE STA. 49+17 TO STA.53+87 , STRIPING AND SIGNING PLAN C-1 ION ONLY JOB HU M1EA 93093 DRAWING NAME 3093CHI- ING 91T.1F 5 REVIS10 NO. DATE BY DESCRIPTION A A A DESIGNED J-MURRAY DESIGN 01EOcm L-STROUGH SCALES SHOWN ARE FOR 22'X 34' PRINTS ONLY DETAILED J-MURRAY CADD FILE NO. /USR/PROJECT/ 5888CHI.DGN ONG. ENECRED C-MOLES DRAWING DATE: JAN. 17.1995 IDAIHO TRANSPORTATION DEPARTMENT FEDERAL AID PROJECT NO. ST-3270(6083 DISTRICT III REGION IO IDAHO STRIPING PLAN STATE HWY 55 & DEINHART LANE McCALL FORM' CATALOG NO. 26-0182100 COUNTY VALLEY KEY NUMBER 5888 SHEET 21 OF