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C. Highway 41 Trail Extension UpdatePark & Recreation On February 13, 2012, the city council approved the plans and specifications for CITY OF Fax: 952.227.1110 MEMORANDUM CHMNSEN Crossing and Stairway Connector and authorized the advertisement for bids. On Recreation Center TO: Todd Gerhardt, City Manager 7700 Market Boulevard for a State Highway 41 Pedestrian Crossing to be constructed as a component of PO Box 147 Chanhassen, 14 55317 FROM: Todd Hoffman, Park and Recreation Director Fax: 952.227.1404 Paul Oehme, Public Works Director expanded to extend the trail north of the driveway or build the stairway connector. Administration DATE: January 28, 201 3 Phone: 952.227.1100 SRF Consulting Group to design and build the "city" trail extension and stairway. Fax: 952.227.1110 SUBJ: Discussion of Plans for Highway 41 Trail Extension, At -Grade Building Inspections Pedestrian Crossing with Flashing Beacon and Stairway Connector Phone: 952.227.1180 of Chaska Road. A pedestrian crossing in the vicinity of the school has been Fax: 952.227.1190 BACKGROUND Engineering Phone: 952.227.1160 Fax: 952.227.1170 On Monday, August 27, 2012, the Chanhassen City Council rejected all bids received for the TH 41 Trail Extension and Stairway Connector Project. The Finance engineer's estimate was $258,222.00 — the low bid received was $293,750.05. The Phone: 952.227.1140 council directed staff to break the project into specific components for bidding as Fax: 952.227.1110 alternates. Park & Recreation On February 13, 2012, the city council approved the plans and specifications for Phone: 952.227.1120 Fax: 952.227.1110 City Project No. PK &T for the T.H. 41 Trail Extension, At -Grade Pedestrian Fax: 952.227.1110 Crossing and Stairway Connector and authorized the advertisement for bids. On Recreation Center June 25, 2012, the city council approved Flashing Signal Agreement No. 000887M 2310 Coulter Boulevard for a State Highway 41 Pedestrian Crossing to be constructed as a component of Phone: 952.227.1400 the trail extension project. Fax: 952.227.1404 the Federal Transportation Enhancement grant, the joint project could not be Planning & OVERVIEW Natural Resources Phone: 952.227.1130 The City of Chanhassen and Carver County are currently participating in a joint Fax: 952.227.1110 powers agreement to construct a pedestrian trail and underpass within the Highway 41 corridor. This project will construct a trail with a northern terminus at Public Works the Minnetonka Middle School driveway. In early discussions with Carver County, 7901 Park Place it was determined that due to funding reimbursement requirements associated with Phone: 952.227.1300 Fax: 952.227.1310 the Federal Transportation Enhancement grant, the joint project could not be expanded to extend the trail north of the driveway or build the stairway connector. Senior Center Therefore, the city entered into a separate professional services agreement with Phone: 952.227.1125 SRF Consulting Group to design and build the "city" trail extension and stairway. Fax: 952.227.1110 The northerly trail extension starts at the school driveway and extends 450 feet to Web site www.ci.chanhassen.mn.us Chaska Road and includes a pedestrian crossing of Highway 41 immediately south of Chaska Road. A pedestrian crossing in the vicinity of the school has been Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Todd Gerhardt January 28, 2013 Page 2 sought after for many years. The design of the crossing features a raised median landing in between the north and southbound lanes, an amenity that will provide a refuge for pedestrians as they negotiate crossing this busy roadway in addition to a flashing beacon signal system. The stairway connection included in this project was a feature identified during the development review phase of the Highover neighborhood. The stairway is designed to include a series of 5 -ft. long and 6' /2 -ft. wide landings connected by three 6 1 /2 -inch risers. The top side of the stairway will be connected to Highover Drive with a concrete sidewalk and the bottom side of the stairway will be connected to the new Highway 41 trail in the same fashion. NEXT STEPS Staff has split the project into two components — the first being the "Trail Extension and Pedestrian Crossing with Flashing Beacon" and the second being the "Stairway Connector ". We are proposing that the Trail Extension and Pedestrian Crossing with Flashing Beacon be bid as an add /alternate to the TH 101 and Pleasant View Road intersection improvements and that the Stairway Connector project be awarded to Theis Construction with their low quote of $59,260. Staff will make a presentation to the Council describing this work and proposing how best to accomplish the various tasks at the January 28 work session. ATTACHMENTS 1. Stairway Quotes 2. Plan Set g: \park \th \hwy 41 trail and underpass \work session report 1- 28- 13.doc THIS CONSTRUCTION CO* INC. 6270 FOREST GLE L,ANF- CARVER, MN 55315 PHONE (962) 44&S887 FAX (952) 44&6729 JOB ESTIMATE TO: 51ff C? DATE: ' 3 0 e -1 - -1 Z6 - . • • = r • • r • . i _ .Z •- DESCRIPTION 5 - ra -N Y s e"o vt Y1 tec / Yl - 7 -1 ro J �10�t ! / '1 "D l T��h o p -,74 r s � w 0 I c- 0.7? P ed"i yjl `� rv- o - 7`u I r r c - I v--vi zeal .-..I t ri � � � bo 7 S ;e� 4 CB tai w aq . f i ti Aktflt- Ql'j ri ar k " i 'A p1-�vo- i lvii mil c" � G L Estimated Jab Cast: Estimated by: 14, qZ THIS ESTIMATE IS FOR COMPLETING THE JOB DESCRIBED ABOVE_ IT IS BASF -0 ON OUR EVALUATION AND DOES NOT INCLUOE MATERIAL PRICE INCREASES OR ADDITIOKAI. LABOR AND MATERIALS, WHICH MAY SE RE:qu jRr;D, s"oULA UNFORSEEN PROBLEMS OR ADVERSE WEATHER CONDITIONS ARISE AFTER WORK HAS STARTED_ Page No. ! of ? Pages Concrete Company CHANHASSEN LAKES BUSINESS PARK 1 850 Lake Drive West, Chanhassen, Minnesota 55y 17 Telephone: 952 -556 -0278 • Fax: 952 - 556 -0279 Proposal Submitted To: SR1~ Consulting Group. Inc. Attn: Mike Date: 11 -5 -2012 One Carlson Parkway North Suite 150 Telephone. 763-249-6753 Minneapolis, Minnesota 55447 Fay: mmegarvey @s6consulting.com Project: StaiiAvay Bid Project Location: Chanhassen, Minnesota Architect: SRF Consulting Group, Inc. We hereby submit estimates for all labor and materials for concrete and masonry work as per plan: As detailed of page 2 attached We propose hereby to furbish material and labor e complete in accordance with alcove specifications, for the stlln of. Seventy Five Thousatad Two Hundred and 00/100 75,200.00 Payment to be made within 30 days on portion completed (monthly billings.) At the end of thirty (30) days front the completion of said work there shall be a percent ( i ' 12 %) service charge for each month vvith said service charge to be calculated at tire rite (3f percent (I yak) of the firth price.. It is understood by the undersigned that this proposal is a legal notice to owner and that the contractor may fire a lien against the above described property within one hundred and twenty days of completion of the work if the contractor is not paid within said one hundred and twenty days. All material is guaranteed to be as specified. All %vork to be completed in r workmanlike manner according to standard practices. Any alteration or Authorize "I" # deviation from above specifications involving extra t,osts will be executed Signature only upon written orders, and "Al become an extra charge over and above James R. berg (e titnatgr the estimate. All ageeernents contingent upon stripes, accidents or delays ° .. ` beyond our control. Owner to carry tire., tornado and other necessary insurance. NOTE: This proposal may be withdra-wn by zis if not accepted within ;zit days. ACCEPTANCE ANC:E OF PROPOSAL —'The above prices, specifications and (;onditions are satisfactory and are hereby accepted. You it authorized to Signature der the work is specified. Paainent will be made as owlined abi Date of Acceptance Signature Quotation for Concrete work, Price includes the following items; Stairway Bid Chanhassen, Minnesota Furnish and install silt fence or long rolls Tree removal as required. Dig and backfill steps Import and place rock below sidewalks, Import and export material as required Form and pour steps rods Form and pour sidewalk between steps Furnish and install insulation under sidewalk Form and pour sidewalk at top and bottom of'steps Replace damaged city sidewalk. Finish grade area around steps Seed and blanket finished area Water seeded. area (10 trips) Sales tax TOTAL $ 75,200,00 Notes 1. All temporary services ie electric, water, telephone, satellite, etc. by others. ?. No bond. 3. No liquidated damages of any kind figured. 4. No winter heat or enclosure of any kind figured. S. No "Additional Insured*" insurance coverage of any kind figured. 6. Surveying, labor and material by others. 7. Handrails, labor and material by others. . Painting of railing;, labor and material by others, BIDDER: BLACKSTONE CONTRACTORS, LLC � i77�1 TH 41 TRAIL EXTENSION AND PEDESTRIAN CROSSING CITY PROJECT NO. PK &T 110 CHANHASSEN, MINNESOTA THIS BID IS SUBMITTED TO: The City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 -0147 1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in the Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum No. Addendum Date B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work. BID FORM D. Bidder has carefully studied all: (l) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in Paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental Condition, if any, which has been identified in the Supplementary Conditions as provided in Paragraph 4.06 of the General Conditions. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents. I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 4.01 Bidder further represents that: A. The prices in this Bid have been arrived at independently, without consultation, communication or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting competition. B. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to opening of the Bids. C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 4.02 Bidder understands that the law may require the Owner, or Engineer at the Owner's direction, to undertake an investigation and submit an evaluation concerning Bidder's responsiveness, responsibility and qualifications before awarding a contract. Bidder hereby waives any and all claims, of whatever nature, against Owner, Engineer and their employees and agents, which arise out of or relate to such investigation and evaluation, and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Bidder's rights to challenge a contract pursuant to law. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s) set forth below and have been computed in accordance with paragraph 3.01 of the General Conditions. Unit Prices have been computed in accordance with paragraph 3.01 of the General Conditions. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities provided, determined as provided in the Contract Documents. BID FORM 7237 Page 2 Item ID Number Item Description Unit Quantity Unit Price Total Amount Category : 0 - - - - - -- -- - - - - -- 1 2011.601 CONSTRUCTION SURVEYING LUMP SUM 1 $ $ BY OWN 2 2021.501 MOBILIZATION LUMP SUM 1 $ 5000.00 $ 5000.00 3 2101.501 CLEARING ACRE 0.5 $ $ 4 2101.506 GRUBBING ACRE 0.5 $ $ 5 2102.501 PAVEMENT MARKING REMOVAL SO FT 400 $ $ 6 2104.501 REMOVE CURB AND GUTTER 25 LN FT LIN FT 120 $ 10.00 $ 250.00 7 2104.503 REMOVE BITUMINOUS PAVEMENT SO FT 2800 $ $ 8 2104.503 REMOVE BITUMINOUS WALK SO FT 1800 $ $ 9 2104.503 REMOVE CONCRETE SIDEWALK SO FT 320 $ $ 10 2104.509 REMOVE CONCRETE APRON EACH 1 $ $ 11 2104.509 REMOVE DROP INLET EACH 2 $ $ 12 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 500 $ $ 13 2104.523 SALVAGE SIGN TYPE C EACH 2 $ $ 14 2105.501 COMMON EXCAVATION (P) ILUM P SUM U YD 5 $ 3400.00 $ 3400.00 15 2105.507 SUBGRADE EXCAVATION CU YD 200 $ $ 16 2105.522 SELECT GRANULAR BORROW (CV) CU YD 200 $ $ 17 2105.523 COMMON BORROW (LV) CU YD 371 $ $ 18 2105.604 GEOTEXTILE FABRIC TYPE V SO YD 300 $ $ . 19 2123.610 1.5 CU YD BACKHOE HOUR 10 $ $^ 20 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 10 $ $ 21 2211.503 AGGREGATE BASE (CV) CLASS 5 60 CY CU YD 280 $ 30.00 $ 1800.00 22 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 12 $ $ 23 2360.501 TYPE SP 12.5 WEARING COURSE MIX (4,F) TON 50 $ $ 24 2360.503 TYPE SP 12.5 WEARING COURSE MIX (2,B) 3.0" THICK SO YD 1325 $ $ 25 2411.601 CONCRETE STEPS LUMP SUM 1 $ 45571.06 $ 45571.06 26 2501.515 18" RC PIPE APRON EACH 1 $ $ 27 2501.561 18" RC PIPE CULVERT DES 3006 CL V LIN FT 8 $ $ 28 2502.604 4" INSULATION 14 INCHES THICK, 106 SY. JSQ YD 43o $ 42.50 $ 4505.00 29 2503.541 12" RC PIPE SEWER DES 3006 CL V LIN FT 16 $ $ 30 2503.602 CONNECT TO EXISTING STORM SEWER EACH` 2 $ $ 31 2506.501 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 10.5 $ $ 32 2506.516 CASTING ASSEMBLY EACH 2 $ $ 33 2506.522 ADJUST FRAME & RING CASTING EACH 1 $ $ 34 2521.501 4" CONCRETE WALK SO FT 1365 $ $ 35 2521.501 6" CONCRETE WALK 480 SF SQ FT 1220 $ 10.00 $ 4800.00 7237 Page 2 Item ID Number Item Description Unit Quantity Unit Price Total Amount 36 2531.501 CONCRETE CURB AND GUTTER DESIGN 8424 LIN FT 390 $ $ 37 2531.618 TRUNCATED DOMES I AND FED RAMP LUMP SUM SQ FT 300 $ 950.00 $ 950.00 38 2557.501 WIRE FENCE DESIGN 6OV -9322 LIN FT 70 $ $ 39 2563,601 TRAFFIC CONTROL LUMP SUM 1 $ $ 40 2564.531 SIGN PANELS TYPE C SQ FT 124.5 $ $ 41 2564.537 INSTALL SIGN TYPE C EACH 2 $ $ 42 2564.552 HAZARD MARKER X4 -2 EACH 2 $ $ 43 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYS 1 $ $ 44 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 600 $ $ 45 2573.512 TEMPORARY DITCH CHECK TYPE 2 LIN FT 500 $ $ 46 2573.530 STORM DRAIN INLET PROTECTION EACH 15 $ $ 47 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 2 $ $ 48 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 AND SEED 450SY SQ YD 1000 $ 3.25 $ 1462.50 49 2575.571 RAPID STABILIZATION METHOD 3 MGALLON 5 $ $ 50 2575.605 TURF ESTABLISHMENT ACRE 0.3 $ $ 51 2582.502 12" SOLID LINE YELLOW -EPDXY LIN FT 110 $ $ 52 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT 285 $ $ 53 2582.503 CROSSWALK MARKING -EPDXY SO FT 510 $ $ Subtotal For Category: $ Total of bid : $ 67738.56 7237 Page 3 6.01 Bidder agrees that the Work will be substantially completed and completed and ready for final payment in accordance with Paragraph 9.14 of the General conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of Five Percent (5 %). 8.01 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. SUBMITTED on , 20 If Bidder Is: An Individual A Partnership Name (typed or printed): By: Doing business as: Business address: Phone No.: Partnership Name: Fax No. (Signature of General Partner) (Individual's Signature) (SEAL) Name (typed or printed): Business address: A Corporation Phone No.: Fax No. Corporation Name: BLACKSTONE CONTRACTORS, LLC State of Incorporation: MINNESOTA Type (General Business, Professional, Service, Limited Liability): LLC By: . (Signature) (SEAL) Name (typed or printed): Title: Attest: Business address: (Signature of Corporate Secretary) (CORPORATE SEAL) Phone No.: A Joint Venture Joint Venture Name: By: (Signature of Joint Venture Partner) Fax No. (SEAL) Name (typed or printed): Type: Business address: Phone No.: Joint Venturer Name: By: Name (typed or printed): Type: Business address: (Signature) Phone No.: Fax No. Phone and Fax Number, and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above). Fax No. (SEAL) BID FORM E ,:A i mil C�fEaED lES CKED Br BY I ® CONSULTING GROUP, INC. CITY OF CHANHASSEN SHEET CONSTRUCTION PLAN 15 T.H. 41 TRAIL OF 21 4Y � - , — 'r • S OS V i� - ir - • IR mil C�fEaED lES CKED Br BY I ® CONSULTING GROUP, INC. CITY OF CHANHASSEN SHEET CONSTRUCTION PLAN 15 T.H. 41 TRAIL OF 21 GOVERNING SPECIFICATIONS I , J ('{ T /'7 I FV � T ��1 1 �( ,y y ��I ��'�I( {..{�\ , N C O TIE 20=5 EPITION OF THE MINNESOTA OF.PAR!'MEN!" OF NANSPCRIAI'1:1v PLAN SYMBOLS +< VJLdA �+<.nASSA< a 'STANDARD SRE CIFIC<TIONS FOR CO :NSTRUCTION'.SH<LL GOVERN. CARVER COUNTY, MINNESOTA ALL TRAFF iC CONT2OL DEVICES SIIALL CONFORM AND DE INSTALLED IN ACLGRDaN[E TO THE. 'MINNESOTA FA -UAI. ON UNIFORM TRAFFIC CONTROL CEVrC FS• MN MUTC01 au.PrlA - -- PLANS FOR: GRADING, AGGREGATE BASE, BITUMINOUS TRAIL SURFACING, SIGN AND STRIPING, CONCRETE STEPS, D PART VL'F TELL` MANUAL FOR TEMPORARY TRAFFIC CONTHJL CONE LAYOUTS'. AND BEACON SYSTEM INDEX T.H.41 TRAIL _. 11,11,11111"I I'LL ....... ._�..�...,,_.�..... �..� : :.�.�. CITY PROJECT N0. PK &T -110 PROJECT LOCATION /� SHEET N0. SHEET DESCRIPTION TITLE SHEET ^ GENERAL LAYOUT 3 STATE MENT OF E CLAND TRAIL SEGMENT dIJ�AnD FLATE� S N OTE S STANDARD 5 E�P.THl4Cr2K SUMMdHf AND BALANCE -- - z C u...., .... �dT C . .. ! ,.� ?� 'jJ y'. J1 • ^.' /" l L / 'p� 6 TYPICAL SECTIONS 7 -15 STANDARD PLAN SHEETS NISCELLANEOUS NETAI,.S 18 -19 ALICnMENT PLANS AN: TABJLATIONS w �� y.� i � P Y , ' _� "•� �`�� 1 20 - ^_2 CONSTRUCTION PLANS AN' PROFILES 23 -28 CROSS SECTIONS /.. -JC RECTANGULAR RAPID FLkifIIN; BEACON SYSTEM ' i \ 'W w. w / / %��,x `Ix f�[� . •q�"R�! .�� $ ��FB„6 h / �eL END TRAIL ROAD STA. 376 +17.73 s / wa� nm�1� m �•'A eE �E /C 1J a)I_. L per' 6 ?/ START TRAIL �\ c ROAD STA. 360 +00.00 rIIW I�, °y(�� E . THIS PLAN CONTAINS 30 SHL[T> 0`e jl ? �T �\ �)� � 01 ®CONSULTING GROUP INC ERFR CERTIFY i S PL FV S F. RFD 3 ME 0P GEi M OIRECT P R ISION 4 0 1 M A D .Y ICFNSEO ROF;S..ONAL ENGINEER L'YOER TTE ;AViS Of i.E STATE OF IAINNESUTA. - uF� �4 Co -- — ql W �d '� SI;NAtUPE . '° co x ualu, o A i �� 0 d- � F I?= u> u t/ & 1 ` 1 pp� S "�"" 9 aS - 4 '"""`PROJECT LOCATION 97920 PRINT NAME kARR C. HA \SE'. _. .. s L� y � -""'I CONCRETE STEPS 4 r. x...T UTILITY SYMBOLS D r, a s .. � CXA9CA S A � ,, 3. Bey 1 J+sy ,��i RECOMMENDED ICI7 APPROVA 20... � - ".EER._IiYO< <xAXHA55Eti CITY LlGL F I F i air -yL (� SCALES O COUP:T:ANCE ' WITH 1 STATE L AID —RUfLES /PA OH : A INi)E). MAP 5000' Arn .uvwu.� Lar..xL ue,e Ck GENERAL LAYOUT 100' P:_l IJ 50' ...L. �Lx ...._ .................... DESIGN DESIGNATION PROFILE 50' 10' -" — - FOR: ROAD NAME x- seen; ^J 20' ze' - •LC « ,� cL V;. — .. ....._ .. .— Des 9'1 S,C.d 20 MP:H xoRrz. vnr. ecseG Dn sroh+ msrOncO sroPPlgc - _.. L L eLL ................ re'vhi of Nye / Heghl of DD7eci 4.5'/ 0.0' a[vswvs n Ces :pn SOead A TE no- ach coca 0* N/A S'EE' NO. APPFDVEC BY ...................................... ....................._......._ LCCATIOtJ rZ_�FIWEYITT CARVER ITRIC •AETRC.,.. Ax IS P N <NG /0R SPECIFICATION 'XAS ' PARED SPEC.F:CA'_LY FOR "HIS PROJECT, AND IY RE USE OF DETAILS 0P SPEC^F 1 A 1'; LNS ON O: NEN PROJECTS RS HOT IT 6-B Cl AUIHORICED BY THE CES ia! LIAO :LIIY FOR AN. Rr JSF c HFR ?ROJFCrs •s THE Ravo -TTY OT THE =ERSay. AcEN.:v, OR cORPOR< - TON uslnc P AN le SFFf.IF !f.+'! ^,n RAiA FROM H'S ?R0:... 'xE SUBSURFACE OJT ILiTY INFORMATION TRIS ? N IS UTIL ITT ^,UALITY L -VEL D TN IS OJA'L [LY LEVEL NRS DE iERMINED ACCORD [NG LC LU IOEL I4E5 OF A ?tl -U2. LNr.TLEO siaxDAPC 0' 'L FOR THE ceuec :IGn AND D_R• <�ID, of FzunNL SUBSURFACE UTILITY DAT. - S . A . P . p SHEET NO... 1 . ..OF . 30 SHEETS STATEMENT OF ESTIMATED QUANTITIES NOTES ITEM NUMBER ITEM DESCRIPTION UNIT ESTIMATED QUANTITY :.Ol 1.60: ('ONSTR:.ICTION SU IR'VE.YING ;.LIMP SUM 1 2011.50! MOD I'. IZATIUN 1!.1MP SLIM 1 2101.50: CLEARING ACRE 0.5 2101.506 GRUBBING ACRE 0.5 2102.501 PAVEMENT MARK INC REMOVAL SO FT 400 2104.501 REMOVE CURB ANO CUTTER LIN FT 120 (2; 2;G4,503 REMOVE CONCRETE SIDE'WILR SO FT 320 2;C REMOVE BITUMINn::S PAVEMENT SO PT 2800 2'f1.503 RE MOVE BITUMINO -5 WALK SQ FT 1800 2'04.509 REMOVE CONCRETE APRON 'e ACH 1 210 REMOVE DROP INLET EACH 2 2'04.513 SAWING BIT PAVEMENT (FIJI.). DEPTH) I.. IN FT 500 2;04.52:1 Sal.vA GE SIGN TYPE C ACH 2105.501 COMMON EXCAVATION (PI CU YO 357 21 US. SOO SUBGRAOE EXCAVATION CU 1'D 200 .105.522 SELECT GRANULAR BORROW IC'V) CU YD 200 2105.523 COMMON BORROW !L'JI CU YD. 371 (3% 21054604 GEOTEXTILE FABRIC TYPE V SO YD 300 2123.610 STREET SWEEPER (W'ITH PICKUP BROOM) HOUR 10 2123.610 i.5 CU YD BACKHOE HOUR 10 211.503 AGGREGATE BASE I CV) CLASS 5 CU YD 280 2357,502 BITUMINOUS MATERIAI. FOR TACK COAT Gal 12 21560.!301 TYPE SP :2.:i WEAR COURSE 'JIX (4,E 1 TON 50 2360.S03 TYPE SP 12.5 WEARING COARSE MIX 12,81 3.0" THICK SO YO 1325 (8) 2411.60: CONCRETE STEP, <, 1.11MP SLIM 1 25C3.515 '8" RC P!RE APRON EACH 1 2501.56! 18" RC PIPE CULVERT DES 3006 CL V LIN FT 8 2502.604 4" INSULATION SO YD 430 2503.541' 12" RC PIPE SEWER DES 3006 CL V LIN FT 16 2503.602 CONNECT TO EXISTING STORM SEWER EACH 2 2506.501 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 10.5 2506.516 CASTING ASSEMBLY EACH 2 2506.522 ADJUST =RAMS K RING CASTING EACH 1 2521.501 4" CONCRETE WALK SO FT 1 365 715i 2521.501 W' CONCRETE WALK SO FT L'2.20 ( 1) 2531.501 CONCRETE CURB AND GUTTER DESIGN 8424 I.IN FT 390 2531.618 TRUNCATED DOMES SO FT 300 !4i 2557.50; WIRE FENCE DESIGN 60V -0322 LIN FT 70 2563.60! TRAFFIC CONTROL LUMP SUM 1 2564.53'_ SIGN PANELS TYPE C SO FT 124.75 2564.537 INSTALL SIGN TYPE C EACH 2564.552 HAZARD MARKER X4 -2 EACH 2 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYS 1 2573.502 SILT PENCE, TYPE .MACHINE SLICED LIN FT 600 2573.512 TEMPORARY BITCH CHECK TYPE 2 (.IN FT 500 2573.530 STORM DRAIN INLET PROTECTION EACH 15 2'.17:3.60'2. TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 2 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 1000 2575.571 RAPID STABILIZATION METHOD 3 M GALLONS 5 !6; 2575.605 TURF ESTABLISHMENT ACP. E C.3 2582.502 4" DOUBLE SOLID' LINE YEL L OW -EPDXY LIN FT 28 5 2582.502 12" SQL ID LIME YELLOW -EPDXY LIN FT 110 2582.503 m CROSSWALK MARKING -EPDXY SO FT 510 NOTES: i QUANTITY IS FOR ALL CURB TYPES AND INCLUDES CURL AND GUTTER TO BE REPLACED 111TH PEDESTRIAN %R6 RAM^ CONSTRUCTION. (2)QOANTITY FOR REMOVAL OF EXISTING CONCRETE. PEDESTRIAN RAMPS AT GAS STATION DRIVE (3 CALCULATION ASSUMES FABRIC TLi 6F; USED WHERE.. POOR SOILS ARE ENCOUNTERED THROUGHC JT PROJECT. (4)FENCE TO INC'.LUDE'OP AND BOTTOM RAILS, AND TO BE CC`NSTRUCTEO ';RETAIL SHOWN IN THE PLANS. (5)QUANTITY FOR CONC?ETE MEDIAN NOSES FER MNOOT STANDARD FLATS 711- ' FOP, PEDESTRIAN RAMPS, (6) REFER TO THE CONSTRUCTION SOILS NOTES FOP SEED AND FERTIL iZEP. RATES. (7)QUANTIT'Y FOR ADJUSTUENi OF SANITARY SEWER MANHO' - ALONG EA'iT SIDE CF T.H. 41. (8)CONTRACTGR TO REFER TO FLAN DETAIL AND SPECIAL PROVISIONS FOR CONCRETE STEP REQUIREMENTS, QUANTITY TO INCLUDE RAILING AND EXCAVATION REQUIRED FOR CONCRETE STEPS, AS WELL AS ADJACE14T 6" WALK AND AGGREGATE BASE, (P) DENOTES PLAN QUANTITY. �„ °E ^ °Y' MART N$ CITY OF CH ANHASSEN SHEET riw o e n^ Si4xE �R ^JECi N0. DESIGNED F� CONSULTING X Rrn MARK FANSEN X M.G. HANSEN STATEMENT OF ESTIMATED QUANTITIES 3 NO DA7C D• CXD clrY cRDJEC- No. °NE�XED DY T.H. 4 1 TRAIL OF AGPR REVISION ._.. PWhT 110 M.CEflRtTY GROUP, INC. ��. 43920___ CDMM. NU. UIU' /23x I CONSTRUCTION /SOILS NOTES I 1 l'OP OE THE.: GRADING SU33P AOE IS DE INE.0 AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE., 2 S 17 AI,I.E i,R. All LNG MA TT R I AI. ON THIS PRO_E C7, WHf' R"R OBI'A INEI I.00.Al. L OR FROM BO POW, SHAT. I. CONS ISI' OF AL._ S, 0115 E%CFPT 7 SD IL.. DEB II IS, PE 4T, MUCK ANN ORGANIC OR OT HER of" 57Aa" . IAAT1. RIA, . UNSUITABLE MATERI4L5 ARE '-/SOILS. DEBRR.IS, PEAT. MUD AND ORGANIC OR 07HER Ul;STABE SOILS. 4 CFANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REOUIREUCNTS OF SPEC. 3249.281. SELECT GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REOJIREMENTS OF SPEC. 3149.282. SELECT GRANULAR MATERIAL MODIFIED IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B, MODIFIED TO LESS THAN 5 PERCENT PASSING THE NUMBER 200 SIEVE. 5 STRIP TOPSOIL FROM AREAS TO BE DIST BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. FOR ESTIMATING PURPOSES, THE DEPTH OF TOPSOIL. AVAILABLE IS CONSIDERED TO BE 6 ". o ALL T1S011. STRIPPING WILL BE C'.ONSIDERED TO BE :;JMMON EXCAVATION. 7 EYCESS TOPSOIL AND MUCK MATEP.IAI. SHALL BE USED THPGUGHOUT THE PRGJECT AND AS DIRECTED 81 THE ENGINEER. 8 C.OMPACTICN OF THE GRADING AND AGGREGATE ITE.V.S SHALL BE BY THE "QUALITY COMPACTION" METHOD. 9 THE 3CTTOM OF A1.1. Si3C l ;TS SHALL. BE SHAPED AND COMPACTED BY THE "QUALITY COMMPACTION METHOD ". THE CONTRACTOR SHAG I. U,E. A MINIMUM OF 4 PASSES OF AN APPROVED COMPACTION DEVICE.. 10 WHERE : :iiNNFCTING TO THE IN". . ACE ROADWAY. AT THE. TERMINI OF PROPOSED CONSTRUCTION, C,iT VERTICALLY TO THE BOF'OM 0' THE INPLACF S :SF AC ING OR TO THE 91 : ) '1F THE F I'L.'A;:IU NHICHE':'_: I, ... :: (2, THEN 1'+:20H TO THE BOTTOV OF THE RECOMMENDED SUBGRAOE E%CAVA'ICN, UNLESS OTHERWISE NUT-O. II PROVIDE IV:20H LONGITUDINA_ TAPERS BETWEEN CHANGES IN SUBGRADE AND SUBCUT DEPTHS. 22 DITCH BOTTOMS, TOE OF FILL, CUT RUNOUTS AND THE TOP EDGE OF THE BACKSLOPES SHALL BE ROUNDED REGARDLESS OF THE SECTION USED ON THE CROSS SECTION SHEETS. 23 PROVIDE FOR A UNIFORM BITUMINOUS.. TACK COAT BETWEEN ALL BITUMINOUS COURSES. THE TACK COAT SHALL BE IN ACCORDANCE WITH MH /DOT SPECIFICATION 2357 WITH THE FOLLOWING MODIFICATIONS: 1. THE TACK COAT SHAI_I. CONSIST OF EMULSIFIED ASPHALT IC55 -1 OR CSS -111i AND SHALL BE APPLIED BETWEEN _Lt. BITUMINOUS COURSES, _. THE TACK COAT SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL /SY BETWEEN BITUMINOUS LAYERS AND 0.07 TO 0.10 GAL / SY ON MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. I4 PROVVIDE A SA'WCUT WHERE PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT TO ENSURE A UNIFORM JOINT. RFM(1VAI G PROVIDE FOR THE REMOVAL. AND DISPOSAL. OF ANY INPLAC,E SURFACING, GUARDRAIL., OTHER STRUCTURES OR DEBRIS THAT 'WOULU INTERFERE WITH CONSTR,ILTION. ALL SUCH MATEP.IAL5 SHALL. BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL EITHER BE RPCYC -E7 TO THE E:r ;TENT AI..LOWFJ OR OIS -SED OF OFF THE RIGHT OF WAY IN ACCORDANCE WITH SPEC. 2104.03.0. PROVIDE .DR SAW CiI T'I'ING AS DEEMED NECESSARY BY THE FNGINEER. .o THE EY IS7ING PAVEMENT THICKNESSES ON T, H. 41 ARE ASSUMED TO� BE AS FOLLOWS: 4 " -1 i" OF BITUMINOUS OVER E" OF CRUSHED LIMESTONE BASE. THE CONTRACTOR SHALL INVESTIGATE AND MAKE HIS OWN DETERMINATION. .7 PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ON ALL AREAS SCHEDULED FOR PERMANENT TURF ESTABLISHI.RENT. :8 SOD Al.. ARFA` ADJACENT TO RESIDENCES OR B!USINE.SSES -NO AREAS OF HEAVY DRAINAGE RUNOFF. !9 SEEDING REQUIREMENTS ON THIS PROJECT 4RE. AS FOLLOWS: TURF FSTABI.ISHM:NT SHALL BE PAID F'OR BY THE ACRE.. THE FCI.LO'WINC, S 0 MIXES AND RATES SHALL APPLY: T.H. 41 SEGMENT: SEED MIXTURE 2SO O'0 ?C'JNDS PER ACRE, TYPE 1 MULCH O 2 TONS PER ACRE, DISK ANCHORED, AND FERTILIZER TYPE 322 -30, 80% W. i.N. 0' /.CL O 350 FOUNDS PER ACRE. 21 THE C6N' ;RACTr;q MAY SUBSTITUTE TEMPORARY DITCH CHECK TYPE 2 (etORG_LI IN LIEU O SILT FENCE WHERE THE INSTA'LLATI'ON OF '1L.- ':J.: I`, PROHI3ITED DUF TO TRFES OR . CCNSTRAINTS. DIOROLI.s .S.HAL,. BE PAID AT THE SAM!: LNIT PRICi. AS SILT F=,,,". SUBSTITU'ICNS '..HAL1. G::'_Y TAKE. PLACE UPON A'PPRO'VAL C% THE ENGINEER. I CONSTRUCTION /SOILS NOTES I ?..I WHERE SEDIMENT 0'1' :" SITS IN WATERS 0:" THE STATE. THE MATERIAL MUST BE REMOVED IN 7 GAYS 22 AI-1_ TRAFFIC !0 TROLL OF`:ICES SHAI.L. CONFORM TO THE i. ATE:ST EDITION OF THE MINNESOTA MANUAL IN UNIFORM TFl4FF IC CCFTIC:, DEVIC:S, INCLUDINGTHE FIFLDMANUAI.. FOR TFMP "RARY TRAFFIC CONTROL ZONIF. LAYOUM 23 THE CONTRACTOR IS HEREBY REMINDED CF' HIS RESPONSIBILITY UNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE -CALL. 24 WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. THE FOLLOWING STAF:CFRO ?GATES APPROVE] BY THE DEPARTMENT OF TRANSPORTATION NCme� o MARK "e^HANS CITY OF CHANHASSEN S EE res pi� oa'oY . ^,cenie�or'v.v irecr > MAR•'Nc a�oteee.. ee OOCVbioc,r �A :ors of Tna DF.SI NF.D Fl G CONSULTING 4 .nv r Ml,no.e. s)ATC PRJeEa ND. M NxN CONSTRUCTION /SOILS NOTES AND STANDARD PLATES arm, ... a _ —..__ _ _._........ NJ D > -e 9Y C6D AaaP aevcs,c„ aiv vuores No. ° M -- =O l ry T. H. 41 TRAIL OF ....... ........._....___..._._._...___ ......__...._...........___ P6Aialp .UERP GROUP, INC. ................. S.nJi. MCn I ° uta ................. _...._........... __Licmao ......_ CUMM. NU. UIVY2] ". MN /DOT STANDARD PLATES PiATF NO. DESCRIPTION 4006 I. -NHOLE: OR CATCH 84SIN 4'43 E STOOL CRATE & CONCRETE FRAME '036 G PEDESTRIAN CURB RAMP PERPENDICULAR DESIGN 7 038 A DETECTABLE WARNING SURFACE 100 H CONCRETE CUR3 & GUTTER (DESIGN B AND DESIGN V) 7113 A CONCRETE APPROACH NOSE DETAIL NCme� o MARK "e^HANS CITY OF CHANHASSEN S EE res pi� oa'oY . ^,cenie�or'v.v irecr > MAR•'Nc a�oteee.. ee OOCVbioc,r �A :ors of Tna DF.SI NF.D Fl G CONSULTING 4 .nv r Ml,no.e. s)ATC PRJeEa ND. M NxN CONSTRUCTION /SOILS NOTES AND STANDARD PLATES arm, ... a _ —..__ _ _._........ NJ D > -e 9Y C6D AaaP aevcs,c„ aiv vuores No. ° M -- =O l ry T. H. 41 TRAIL OF ....... ........._....___..._._._...___ ......__...._...........___ P6Aialp .UERP GROUP, INC. ................. S.nJi. MCn I ° uta ................. _...._........... __Licmao ......_ CUMM. NU. UIVY2] ". EARTHWORK BALANCE (4) (CU YO ) (1) COMMON EXCAVATION !E.V) 357 (2: SUBGRADE. EXCAVATION (EV) Il SUITABLE GRADING MATERIAL (C'I -SITE EMDANKMENT MATERIAL AVAILABLE ) (CV) E GRADING (3) SLOPE DRESSING (CV: 136 COMMON BORROW (LV) 371 SELECT GRANULAR MATERIAL (CV) 20n EARTHWORK BALANCE (4) (CU YO ) (1) COMMON EXCAVATION !E.V) 357 (2: SUBGRADE. EXCAVATION (EV) 20U SUITABLE GRADING MATERIAL (C'I -SITE EMDANKMENT MATERIAL AVAILABLE ) (CV) 68 (3) SLOPE DRESSING (CV: 136 COMMON BORROW (LV) 371 SELECT GRANULAR MATERIAL (CV) 20n NOTES: (!) COMMON EXCAVATION INCLUDES 81 CU YO tEV)CENERATE.D FROM TRAIL CONSTRUCTION, AND 276 CU YD (E V) OF TOPSOIL STRIPPING. ,- SUBG RADE EXCAVATION INTENDED FOR AREAS OF POOR SOILS. LOCATIONS TO " BE IDENTIFIED IN THE FIELD BY THE ENCINEER. CONTRACTOR TO DISPOSE OF EXCESS TOPSOIL STRIPPING MATERIAL nN -SITE. (4' A SHRINKACE FACTOR. OF 1.2 WAS USED TO COMPUTE EXCAVATED VOLUME INTO COMPACTED VOLUME. 1.3 WAS USED FOR LOOS'_ VOLUME TO COMPACTED VOLUME. MARK NANSFN CITY OF CHANHASSEN SHEET I`E,'�R<a' �e x ..ee�ee eee:,n s,e,e e, N„ee.e,P. .' oes lwFU nY C ONSUL TING sTArc PRO�ecr wo. EARTHWORK O Pr „ „ F N— .. i ?h,�EN_ � I ' HWORK SUMMARY AND BALANCE �V GROUP, INC. T.H. 41 TRAIL ( -.� 3olnr _UU(.Anr L`u,u eneo• 939L0 CUNM. U UIUl23! 30 6" TOPSOIL - �3 6' TOPSOIL I rYp 1 .. -. I I I -.� DETAIL A COMPACTED SUBGRA L COMPACTED SUBGRADE ,INCIDENTAL) TYPICAL SECTION TH 41 TRAIL L__3,0• TYPE SP BITUMINOUS WEARING COURSE MIXTURE RE MINOU ARI SPW MINOU A NDOT SPEC 2360 6'(CV)�LA$5 5 AGGREGATE BASE MN /DOf SPEC. 2211 COMPACTED SUBGRADE (INCIDENTAL) DETAIL A TYPICAL TRAIL SECTION 'ALK 5 'l.2 4GGREGATE BASE wmrn,.... aJBGRADE ( INCIDENTAL) DETAIL B 4' CONCRETE MEDIAN 2' 2'i VAR, 2' 2' CONC. MEDIAN SAYCUT BITUMINOUS PAVEMENT -. I 11 GULL DEPTH) ! I SAMCUT BITUMINOUS PAVEMENT , FULL DEPTH) EXISTING T.H. 91 EXISTING T.H. 41 AVEMENT PAVEMENT 1 "TAIL TACK COAT MN /DOT SPEC. 2357 O3 r P 2.0' TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE SPWE8440E MNDOT SPEC 2360 2.0' TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE SPWE0940E MNDOT SPEC 2360 2.0' TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE SPWEB440F MNOT SPEC 2360 2.0' TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE 5PWE13440E MNOT SEC 2360 12• AGGREGATE BASE DETAIL C DETAIL C CLASS 5 MNDOT SPEC 2211 TYPICAL SECTION TH 41 MEDIAN GRADING GRADE DETAIL C T.H. 41 PATCHING DETAIL NOTES PROFILE $W G GU ONLY. O TO THE PROFILE FELDREVISIONS LE UST BE APPROVED BY ENGINEER. O SLOPE TRAIL TO THE INSIDE OF ALL CURVES. GUTTER SLOPE TO MATCH EXISTING PAVEMENT CROSS SLOPES. O SIGNS TO BE INSTALLED 3' FROM EDGE. OF SIGN TO EDGE OF TRAIL (SEE MMUTCD). CONTRACTOR TO PROVIDE A 3' CLEAR AREA FROM EDGE OF TRAIL. ALL OBSTRUCTIONS (INCLUDING VEGETATION AND PLANTINGS) SHOULD BE CLEARED AWAY UNLESS UNIQUE PHYSICAL CONSTRAINTS EXIST, AS DETERMINED BY THE ENGINEER. de w,,e res Drapes -eo Dy :v o• my ciao visla� I an c alit � <enav easbnd vio r a v of c Fv s ime woe( le.a a..np s'_ o' wl. eee.e. P Nome: MARK _NSEN __. _.... _ .. _ _ —. L•oto _. ._ _ .............. ,a • 93020 xrATC a)o PRO.lccr Ro. xrare =east( No. D.Iawl er ONSULTING GROUP I NC. CITY OF CHANHASSEN SHEET OF 30 6. MhR -iNS oeswNED BV _ M.c._5cN___ L $ TYPICAL CTIONS A E T.H. 41 TRAIL )rr raa No rKaT uo `- e x 0 r ` � )_y I Pa CUMM. N0. el0ez3 r:o o D Br naps RevamN ' "3 \hl- nu \Vlw \v21� 4a01.Gw FDUND OUT CUT C O ROADWAY TION 20 1) E. SIRABL E. NSTRUC C LIMITS R/W LINE I I I ROUNDING SHOULDERS AND BACKSLOPES ROADWAY 5' r Gft LINE SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES -BITUMINOUS SHOJLDER I ARIES SEE TYPICAL SECTIONS A!;GRf:GATE: SHOUI.OE:R r lST STAGE CONSTP.UCTION l' WHEIJ SOD IS P�aCEO)� /! ?ND STAGE (:OrJ THI :TION HJJLCH L T MIN. T. PSOIL i `- SHAPING AND TOPSOILING INSLOPES 6' 0" MIN. -TOP OF 5017 EVEI+ ROADWAY 1 HCUi.00.H CURB 1 WITH TOP OF C11RE - ..., ,� T0� P OF TOPSOIL I INCH BELOW TOP O= CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED DITCH 'JOF!d A;. DITCH POTTOIA A' O DESIP•A6LE 9 ^'z i' 0" 36 "v" MIIJ. SOI7 `MII7TN l' G" EXTEND SOD AT 12'!NTERVALS SODDED DITCH CROSS SECTION WHERE FRONT OF. 6ACK 51.0FE: IS FLAT !I.E.SS THAI) lit' :�F T.1, FIRST NOTCH DITCH ANI7 THEN PROVIDE ROUNFING. THEORETICAL DITCH GRACE R FLUY , ' /6 FINISHED DEPRESSED Cpl.- F % / EXTEND SOD SODDED DITCH SRADF. CKi�� 3 "AJIN. IIJTD i TOPSOIL. _ - -L )w % < DITCH PROFILE SODDED DITCH DETAILS NOTES: SEE SPEC.2575.3 FOR ADDITIONAL INFORMATION. CONSTRUCT T -PER AS DIRECTED BY THE ENOINF..ER. B -1 PLAN VIEW � EXTEND SOD AT 12' INTERVALS --I I' 1 10 ' VARIABLE WIDTH 12'- 20' 1' ' 1 1'0' NORM:L �- P.I. BACK SLOPE -� I SECTION A - A TOP OF BACKS.OPF AFRON .� OF DITCH NORMAL ��ti V AFIAFI. J BACKSLOPE YO'� �,I I �Y_,OW E %TEND SOD PAST PPkOY. 3aCKSLO . E' -� -. TOE G A + PE ' � 3" IN. 'SOD •MIN. INTO I TOPSOIL a1'F'INISHED DEPRESSED SODDED FLUME SECTION B -B SODDED FLUME DETAILS PLAN VIEW CONTOURING ROAD CUTS 'LOW OF 'ry ATERWAY B r ANN NN CREATER THAN A 1 /•5 THE t STREAM /RIVER v;I[:TH RIVER BANK-- - TC RARY .', .Y B.RX1 POI IT WHERE III ( 1 - UNO AT'. R 4N CHOP MIM1 3 L . 25 .. MID. gyp L IL A3UT \TE11T I 1_ U1 AN('H )n (AOL:: C T EI T 1 -+' TFM RARY F.L'.. Clij - ANCHCi 'DINT A WORK AREA )) L FLOTAT SILT CURTAIN. TTPE M OVI NG /Il.G WATER ITYP.i AN"HDR. POINT 3�' SEDIMENT- -.____ rt / RE!AGV AL - - AHF:AS ! / 5 IMODI .RATES3 - S, FT./ SEC. L 9 RI`i El" VELOC S5' '3r. MOD. PLAN VIEW (TYPE: MOVING WATER) I— SILT FENCE \ PLAN VIEW (TYPE: STILT_ WATER) CARRIER FLOAT WATER SURFACE _) 1111L TENSION CABLE / _VArIARLE 7 L NGTH °- c ANCHOR CABLE l CURTAIN ' F, ABRIC RTalr 1EICHT i 4 ; zbi)T Ih. _ .._.. ._ I T. VAX. 7' SECTION x -x STEEL TENSION CABLE AND CARP.iEi +. FLOAT- - - Y 1 FT. MAX. _ I 1' MAX. 1' MAX. FLOTATION SILT CURTAIN - TYPE: MOVING WATER U USE FOR SMALLER RIVERS WITH SLOW AND MODERATE 'VELOCITIES WATER 613DY / SII_'1 ',E NC, WATER 1 00 Fi ��o`' TOE OF SLOPE /PICA ^ ll 'Y :ESS THAN. w "1/ STREAM WIDTH \_ ANCHOR �� 1 Z L. `5 •� i POINT A ANCHORS I1. m TFMPORARYY F'I:.L,FTC. -ANCHOR POINT B TEMPORARY .ROCK ROCK BERM PLAN VIEW (TYPE :WORK AREA) AN ^HORS IN WATER 6 FT. MAY. / \` — 1 / LAKE OH MARSH ( ANCHOR POINT A FLOTATION SILT CURTAIN. T ".PF STILL WAI I: '.R ql 'DINT -ANCHOR POINT B I— SILT FENCE \ PLAN VIEW (TYPE: STILT_ WATER) CARRIER FLOAT WATER SURFACE _) 1111L TENSION CABLE / _VArIARLE 7 L NGTH °- c ANCHOR CABLE l CURTAIN ' F, ABRIC RTalr 1EICHT i 4 ; zbi)T Ih. _ .._.. ._ I T. VAX. 7' SECTION x -x STEEL TENSION CABLE AND CARP.iEi +. FLOAT- - - Y 1 FT. MAX. _ I 1' MAX. 1' MAX. FLOTATION SILT CURTAIN - TYPE: MOVING WATER U USE FOR SMALLER RIVERS WITH SLOW AND MODERATE 'VELOCITIES WATER 613DY WATER 1 00 Fi ��o`' /PICA ^ ll 'Y :ESS THAN. w "1/ STREAM WIDTH <,Y 1 STREAM Ll WIDTH MA� 1YS �� 1 Z L. `5 •� �. Bf IDC_ AC'J'UAE UT CI Hi EX'I F:N -IOI, ..�b��CVi _� _ -T TFMPORARYY F'I:.L,FTC. -ANCHOR POINT B TEMPORARY .ROCK ROCK BERM PLAN VIEW (TYPE :WORK AREA) CARRIER. FLOAT -. WATER, SURFACE STEEL 7EJSION CABLE � e VARIABLE LFNC,TH CURTAIN FAF� o � -- � w ANCHOR CABLE 1/ h CURTAIN 'WEIGHT SECTION Y - Y STEEL TENSIOri CABLE �\ -BUOY (TYP.) AND CARRIER FLOAT FLOTATION SILT CURTAIN - TYPE: WORK AREA AND STILL WATER O FOR CONTAININC OVERFLOWS FROM WEIRS. STANDPIPES. SETTLINC PONDS I/3 DEPTH OF WATER _� —n � � :I:T Jam... � CaL;..TA IV IS - 21 I N. 1 r - 1 SECTION Z -Z TEMPORARY ROCK BERM FOR SEDIMENT CONTROL. DESIGN GUIDELINES: MOVING WATER WHEN TEMPORARY FILL ENCROACHES MORE. THAN 1/4 BUT LESS THAN 1/3 WIDTH OF THE STREAM. MINIMUM WATER DEPTH: 3 FT. fJ `1 MAXIMIiM WATER DEPTH: 11 FT. MAX MI.M WATER VF. L.00ITY! 5 FT./SEC. DESIGN GUIDELINES: WORK AREA WHEN TEMPORARY FILL ENCROACHES LESS THAN 1/4 OF THE WIDTH OF STREAM. MAXIMUM WATFR DE:=TH: 10 FT. M AXIMLIM WATER , , ' 5 FT. /SEC. DESIGN GUIDELINES: `l STILL WATER MINIMUM WATER DEPTH: 0 FT. MAXIMUM WATER DEPTH: 10 FT. NOTES: SE ECS. 2573 & ;687. 1 CURT IN YTENDS TO 1 FT.MAXIMUrt FROM SCTTOM OF WATER BODY, F' R NCHCR ANC WEIGHT REQUIREMENTS, SEE SPEC. 25'3. �) IN AREAS WHERE THE PLAN CA LS FOR RIPRAP AT THE BRIDGE.A TEMPORARYY ROCK BERM W1I BE USED TO PRO'✓IDE ADDITIONAL PROTECTION. THE TEMPORARI' ROCK BERM IS INCIDENTAL FOR WHICH NO DIRECT PAYMENT 'NILE EE !.FADE. 0 ON U.S. COAST GUARD OR OTHER .MOTORIZED WATERWAYS, BUOYS ARE REOUIP.ED TO MARK THE ENDS AND SPECIAL AREAS FOR VISIBILITY. PLACE BUOYS AS RF.CUIRED FOR NAVIGATIONAL. PURPOSES. (@ WATER DEPTH CAN BE: 0 TO 10 FEET, 0 TO 11 F'E.ET FOR TYPE: MOVING WATE.:R. V SILT CURTAIN HEIGHT INCLUDES MAXIMUM WAVE HEIGHT FOR WATER BODY. 01 KEEP AS CLOSE TO WORK AREA AS POSSIBLE, G SILT CURTAIN. ROCK BERM OR SHEET PILE AS REQUIRFD TO C.ONT!i01. THE: INFILTRATION OF SILT. C IF 6 INCHES OR LESS OF WATER, USE BALE BARRIERS, SEE SHEET 2. 24" CONSTRUCT DIVFRSION MOUND .C AIN. —FROM MATERIAL OBTAINED FROM ROADWAY CUT - GROUND LIEF. DO NOT '.ONSTRiJI. OIT!;H <nR._ DIVERSION MOUND DESIGN GUIDELINES: STORM F 10 YEAR - 2.! HOUP MAXIMU'A DRAIN: C:E 'REA: 5 ACRES M X!11LM OIV ERSICN: GRADE 5% INLET APR!lN INSTALLED IN TEMPORARY BERM. VAR.. 1;6 20' MIN. PROVIDE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES: STORI.a FRE:OUENCY: 2 - i CAR - 24 HOUR MAXIMUM DRAINAGE AREA: 3 ACRES - EXCAVATION— AREA A INSTRE:AM ` •DISTL RBANCE. AREA PLAN VIEW ;E OF STREAM AT 4' INTERVALS CONSTRUCT TEMPORARY BERM 10" DIA. FLEXIBLE. PLASTIC DRAINAGE PIPE 'WIRE PIPE TO TWO 2" X 2" DD STAKES EMBEDDED l0" MIN IN THE GROUND ;!J. 0(iWNSTREAM - 0 ;;F VENT MATS FOR EACH FT./ SEE O. :'ELOCITY OF STPt:AM o" LAIN. OVERLA - r —� 1,1 ]�-� - ,�._.___...� t.......... 18" -.-DEPTH IN <TPEA1.: 019TJRBAr:CE -� STREEAM BED SECTION A -A SEDIMENT MAT C) TYPICAL STREAM BED INSTALLATION CONSTRUCTION AREA LES PLACED ON GE. BUTTED TIGHT TWINE OR WIRE 7 CRITICA(. RESOURCE (WETLAND ETC.1 i BALE BARRIERS TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS ROADWAY PUBLIC ROAD I E'M TRANCE 'n'I FFF.. AS R OUIREO ROCK CONSTRUCTION ENTRANCE (i) (� DRAII4AGE WAY B / B }- x C) I. =2W PLAN FLOW Vt .. !? i tfIN. RE VERSE GRADIENT SECTION B -B SEDIMENT TRAP DETAIL NOTES: REQUIRED y -- - _ _ 5 6" MIN. DFFTH N OF 1" TO 2' CRUSHED RO('.K I E'M TRANCE 'n'I FFF.. AS R OUIREO ROCK CONSTRUCTION ENTRANCE (i) (� DRAII4AGE WAY B / B }- x C) I. =2W PLAN FLOW Vt .. !? i tfIN. RE VERSE GRADIENT SECTION B -B SEDIMENT TRAP DETAIL DESIGN GUIDELINES: MAX FLOW VELOCITY; 5 FT. /SEC. .AX MUM FLOW DEPTH: 2 FT. NOTES: SEF.: SPECS. 2573,3892, & : -- - _ _ ��, UD L'l ROCKS AT ENTRANCE ;LEAN VIORKSITE M OFF OF TRUCK TIRES BEFORE TRUCKS ENTER MAIN ROAD. KEEPING MUD 'OFF THE ROAD WILL PREVENT AUTO //�� FLOW L'/l DAMAGE A140 KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND IYf.TI.ANDS. GF.CTEXTILE MaY BE. PI_ACE:G UNDER THE ROCK TO KFEP ROCKS -- -- SEPARATE FROM SOI'.. `� /W 10 FT. MIN., 20 FT. MAX. A - -6" STAPLES AT 1' -0 EMBEDMENT METHOD BLANKET METHOD (I)TWO P. IN. X Z IN. WOOD STAKES OR REINFORCING BARS IN EACH BALE _ EMBEDDED 10 INCHES MINIMUM IN THE GROUND. BALE BARRIER DETAIL ( PLACE A CATEGORY 3 EROSION cer.TR BLANKET. 6 FT. WIDE MINIM APPROX. BALE. SI. E: 14" Y. 18" X :i6" .CNC- OVER THE BALE INSTEAD OF IREKi C THIS DETAIL MAY NOT RE: ACCEPTABLE. FOR 'WORK ON PUBLIC WATERS. SE:E. GENERAL PUBLIC WATERS PERMIT lGP) 2014 -0001. 1 LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. DESIGN GUIDELINES: MAX FLOW VELOCITY; 5 FT. /SEC. .AX MUM FLOW DEPTH: 2 FT. CATEGORY 3 EROSION CONTROL BLANKET B `r LI ROx a" TRENCH BACKFILL ED OVER ESION CONTROL ELANKET PO \ / - STAKE -' I 11 ET A � B' ll GA. S ?ARLES SPACED 1'0" ON CENTER STRAW :)R W'000 FIBER ' INSET A 6 "70 7" DIA.P.01.1. ENCLOSED IN—/ PLASTIC OR POLYESTER NETTING TYPE 3:BIOROLL BLANKET SYSTEM DITCH CHECK 4" X S" TRENCH BACKFILLED OVER ER..GSION CONTROL 8 _ANKET :SPEC. 3865) I ). 1 11 LONG WJODIN STAKES AT \\ I C F IM1; AAx MUM ,TAKES SHA. L BE DRI /E' HRO3fH THE BACK HAL OF THE 6 ll. STAPLES 6I :' - L' AT AI AFT - OF J REE S WRH S PACED ON CENTER AND rH P Of THE ST A4 F ^ -I ITIU I!. T %FpA1. HEFE THE UNITS OVERLAP PF.; ✓ID -. ^:' TC I.. ^. 0! F..Mf!EOU;.I:T D:.PTH. .- BIOR^•_L OW � -8" - 10" - MBF.CMF.NT DEPTH 8" TO 10" H X .'.0" W TP.IANGLE SILT DIKE � ^\ BIOROLL STAKING DETAIL l ✓7::- 2" ROCK ,- 1:2 SLOPE DITCH WATER 2 0' PROFILE 'WATER 2' 0' / PRJFI_E F'' -VW —° FLOW -- " �E'7TE'XTIL. F"'I' i.INER TYPE IV ALONG BOTTODA TYPE 5: ROCK WEEPER OF RIPRAP TYPE 7: ROCK CHECK PROFILE VIEW V PROFILE VIEW aRROrJ TYPE 5: ROCK WEEPER AND TYPE 7: ROCK CHECK DITCH CHECKS 'J USE ON ✓OUCH GRADED AREAS 7 O" UNITS TYPE 6:GEOTEXTILE TRIANGULAR DIKE DITCH CHECK CD DITCH POINT "A" �� !"POINT "A" (DI A, 24" MR:. EMBEDMENT ............ NOTE: ...... THE GROUND OF SILT FENCE / .,� ...... ... �.. ABOVE GROUND SHOULD BE / \ 24"TC 2B". WHEN SEDIMENT SUIT. Pi UP PEACHES It" TO 9", THE SEOIMF:'IT FAUST BE REMOVED. / "EATEN) THE PR THE 1 - MACHINE SLICE: BACKSLOFE. TO PRF.VF.IJT 'LOW fi" TO 12" DEPTH AROUND THE END OF THE SILT FENCE POINT "A" 1 �(-Q POINT r - POINT "A" CI) G : B.. GEOTEXTR_E FABRIC LINER, / TYPE IV :SPEC. 37331 ALONG BOTTOM OF RIPRAR CROSS SECTION (ROCK WEEPER AND ROCK CHECK) TYPE 1: SLICED IN SILT FENCE DITCH CHECK NOTES: "'E: SPECS. 2573, 3(ii!l, 3'i 33. :;885, 3F,8B S ':fi69. APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA: DITCH CHECK HEIGHT (FT) APPROXIMATE SPACING OF DITCH CHECKS :FT.)= 'i = X 100 CHANNE. 5.OPE (l� POINI' "A" M.USI' BE A MINIMU' OF S INCHES HIGHER THAN POINT "B" '1'0 ENSURE: THAI' WATER F'I.O'WS OVER THE. DIKE. AND NOT AROUND THE ENDS. /1 CLASS I - IV RIPRAP (SPEC. :GOP) WITH CEOTEXTILF. FARRIC )FINER. TYPE. IV :SPEC. 3771). THE ROCK WEEPER FILTERS SEDIMENT OUT OF THE WATER BETTER THAN THE GTHER DITCH CHECKS. THE ROCK 'WEEPER COULD BE USED AS A PERMANENT WATER FILTERING FEATURE. �1 RERMANENT ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE 411 NEED TO BE 10" OR LESS IN HEIGHT. A 1:5 APPROACH AND DEPARTURE SLOPE SHALL BE PROVIDED. TYPE 2: BIOROLL DITCH CHECK EI'W ON ROl1GH :'RADF.O AREAS BOTTOM OF UPPEk CHECK SHOULD BE SAME F.'..EVATION AS THE. TOP OF THE _OWF.R CHECK TO PROVIDE FOR POOLING. `LOW \ .. ?ACING IY: D !',I F NOT E' EF N BY FORMULA DITCH CHECK SPACING ig) O,ENERAI. DESIGN GUIDELINES 'ITCH CHECK TYPE F FENCE B BIOROA. 8 810ROLL BLANKET T TRIAN;U' :AR DIKE R ROCK WEEPER R ROCK CHECK SiCfM RE UENCY: 2 2 K11 2A HR. 2 2 Yom:.- 24 H.R. Y YR. " HR. 2 2 YR.- 29 HR. 5 5 'R _ H'2. 5 5 YR. HR. EAa K. 01 VELOCITI! I I K i FT./SECOND 1 1.5 FT.>SECOND . ..5 FT.. SECOND 1 1.5 FT./ SECOND 1 12 FT.. SECOND 1 12 FT. S_ ON0 MAX . DITCH GRADE: 0 0% - % 1 1,5% - 3% L L % - :% 1 1.5% - '.O% 7 7% - 5% 3 3 - . INLET SPECIFICATIONS AS PER THE PLAN F DIMENSION LENGTH AND 'WIDTH TO tuTCH F i.aP POCKEj Q� Y ) , MINIMUM DOUBLE 5717 HEO SEAt'S ALL _ „ AI UNO SIOF PIICES �( [ I AND ON FLAP POCKETS , \ FRONT. BACK. AND�� `R BOTTOM TO BE�� S MADE FROM SINCLE PIECE OF FABRIC. i FILTER BAG INSERT C?i i AN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB B6Y.1 `g US! REEA. OR STEEL RCD FOR REMOVAL OR INLETS WIT CAT CURB BOY. REP ACE ROD WITH ROOD X ). E XTEND 10 RETUNJ GRATE WIDTH ON BOTH SIDES, LENGTH VARIES SE.JRE TO GRATE WITH WIRE OR PLASTIC TIES OVERFLOW HO ES 2 K 4' HOLE SHALL BE HEAT CUT INTO Ail FOUR SIDE PANELS) TYPE MULCH - -� C :(�J JI' IIJ \ L ANUF S CATCH BASIN/ MANHOLE. SEDIMENT CONTROL INLET HAT NOTE:: THE SEDIMENT CONTROL BARRIER SHALT. BE A METAL OR PLASTIC /POLYETHYLENE RISER SIZED TO FIT L4SIDE THE CATCH BASIN /VANHOI..E;HAVF PERFORATIONS TO ALL OW FOR WATER INFILTRATION'; HAVE AN GVERFLOW OPENING, FLANGES AND A LID/" OVER. Hillmm BUTT JOIN ROCK LOG /COMPOST LOG SPACING N. LENGTH POST - � :'COTE %TILE !J-� P TIES IEN.II. E:)HO Dl' III E IN Fi.ACF. POSTS n , AIIL.CH i ANCHORAGE (•} \G" r: 'TILE IiNDFR CH 12" OUT SILT FENCE RING AND ROCK FILTER BERM USE WHERE. INLET JRAI14S IN AN AREA WITH SLOPES AT 1:3 or LESS 3 /IG" THICK IMINJ STEEL COVER H t G" DIAMETER \ 0 _ T POLYETHYLENE O —1 2 11 2" O J TUBE RISER / �3/16" THICK (MIN.) STEE. PLATE LEVFI O" FILTER. BE BE ;CW ROAD PERSPECTIVE VIEW FLEV. (J 3/15" THICK 'MIN.) STE L PLATE Il O C O O O O IF TUBE RISER— .. SECTION (DOWN POSITION) POP -UP HEAD DROP INLET WITH GRATE NOTES: SEE SPEG$..:513, 3137, 3886 & 3891. MANUFACTUP.ED ALTERNATIVES LISTED ON M -DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. ALL GEOTE %TILE USED FOR INLET PROTECTION SHALL BE MONOFILAMEVT IN BOTH DIRECTIONS, MEETING SPF.i :. 3805. FINISHED SIZE, INCLUDING POCKETS R.WD SHA A MINIMUM OF ([) WHERE REGJI LL EYTF NO 10 INCHES AROUND THc A RMTER TO FACI IT-TE MAINTENANCE OR. PE.MCVAL. f (3) INSTALL TI.N NOTES: y � DU NOT INSTALL rILTER BAG INSERT IIJ INLETS SHALLOWER THAN 30 IICHE's, I a� N , ME.ASIIRE7 FROM IHE BDITOM OF THE IN..ET T;1 THE TOP ::F THE RATE. THE INSTA. LE BAD SHALL HA" A MINIMUM SIPE Cl ARAn F 0' INCHES BET`NEEt I r i 7V' THE INLET WA AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE ONTRALTOR SHALL CLIJCH THE BAG, USING PLASTIC LIP TIES, TO ACHIEVE. THE 3 INCH SIDE. CLEARANCE. iJ FI. AP POCK'E'TS SHAD. BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH % 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. ^ `l SOCK HEIGHT MUST NET BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. �`` V GEOTEXTILE SOCK BETWEEN 4 -10 FEET LONG AND 4-6 INCH DIA.METER.SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVE :D QUIVALE :NTL FII.I. ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE: PARTICLES OF COARSE. AGGREGATE CONFORMING TO SPEC. 311 TAPLE: 31:57- 1;CA -3 GRADATION. SECTION (UP POSITION) TYF'E C & D POST SPLICE PERMITTED) STAINLESS STEEL W'TH Nyi.ON INSERT NUTS PL.A.CED IN ' OP OTTOM HOLES. LA ERAL BRACE A.NEI. TYPICA.. TYPE C INSTALLATION TYPICAL. TYPE D IN ST ;L L A�ION LATERAI BRACE U POST SPLICE STAINL' -SS STEEL WASHEZ AND NYLON MASHER, (T -S3 MIN., 1.:. =3 /H' MAX.. O.D. =%. Id AX.! , .I _._._.. - STNL.ESS STEEL BOLT WITH NYLON ---- 'NSERT LOCK NUT. U POST MOUNTING TYPE C SIGNS REVISED, 8 -5 -08 —s 4T it A MODIF'ED TYPE C INSTALLATION NOTES: 1. USE 3 LB /FT STUB POSTS, RISER POSTS, STRINGERS, KNEE BRACES,LATERAL BRACES AND KNEE BRACE STUB POSTS. ALL SHALL CONFORM TO MN /DOF 3401. 2, FOR TYPE D SIGN POSTS LENGTHS AND SPACINGS, SEE SIGN DAIA SHEET. 3. TYPE U SIGN 'ANELS SHALL BE BOLTED "O S"RI :NGERS AT 24" MAXIMUM TNTER'VAI.S TN ACCORDANCE WITH THE IY_: D STRINGER AND 'ANEL -JOINT DETAIL (SEE STANDARD SIGNS MANUAL). 4. MOUNTING (PUNCH CODE)FOR TYPE C SIGN PANELS SHALL. BE AS INDICATED TN THE STANDARD SIGNS MANJAI. UNLESS 0HER0 SPECIFIED. 5. ALL RISER (VERTICAL.)U POSTS SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AF LEASI - 7'LONG. 6, iJSE STAINLESS STEEL. 5 /6" BOLTS, WASHERS AND NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. 7.STAINLESS STEEL 'WASHER WITH SAME DIMENSIONS SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. 8. BRACING STUBS SHALL BE NO MORE THAN 4" ABOVE GROUND AND EMBEDDED AT LEAST 3 9. A -FRAME BRACKET SHALL BE STEEL CONFORMING TO MN /DOT 3306 AND GALVANIZED IN ACCORDANCE FV'.TH MN /DOT 3394. 10. COLLARS SHALL BE USED TO SHIM OVERLAYS AND DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE INTER- FERENCE WITH BOLT HEADS IS ENCOJNTERED. MN /DOT 3352.2A5. '1. 2 POST TYPE C SIGNS SHALL BE REINFORC =D WITH AT LEAST ONE LATERAL BRACE. INSTALLATIONS WHERE IL!E TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE TWO LATERAL. BRACES LOCATED APPROXTMATEL.Y AT TH'_ QUARTER POINTS. i2. WHERE 2 SING: _E POST TYPE C SIGNS ARE LNSTAI_LED SIDE BY SIDE,TFEY SHALL BE REINF "ORCEu LATERALLY BY AT LEAST 2 BRACES,BOI.TED AT EACH POST AND JCA.IED APPROXIMATELY At THE OUt, t?iF_R POIN IS. 13. WHERE 3 OR MORE TYPE C S,-,NS ARE INSTALLED SIDE BY SIDE,T -EY SHALL BE R- INFORCED LATERALLY BY At Li::. ^•SI 2 BRACL.S,BOLTF :O AT EACH POS. AND POST SECTION AND LOCATED APPROXIMATF.I_Y AT THE QUARTER :'O NTS AS SHOWN IN MODIFIED TYPE C INSF.ALLAIION, TYPE C & D SIIGA STRUC I - URAL H I AILS Sheet 1 of 3 S ------------ VERTICAL TICAL POST _7 f LE 1 1 1 RA-L STAINLESS STEEL BOLT N i' : F I NYLON - INSERT LOCK NUT ii P -P VERTICAL POSI A-FRAML BRACKET (Srll- MN/D01 3 306 rALVANLZED PER Mq/DOT 33941 REVISED: 1-7-08 LC ST RINGER , 2 X KN-H BRACE (ONE SPLICE REOUJRED) TYPICAL ''A-FRAME" INSTALLATION TYPE ,r,:, SIGNS 3 � n U l, I UT' /-A L UL ......................... - .............. shoe 1 2 o 3 , /,G , STAINLESS SIT BOL WITH NYLON INSERT LOCK NUTS NI'SS STEEL JOLTS WITH SERT LOCK, NUTS IN TOLES TO S , "CE & OUTSIDE HOL�S. BP,A','Kc SEC A -A LA I I R A L BR A L: O S 1 R INGE R X Vlr fi; 3 x 3',/ SHT,?,l PLA7E—, STAINLESS STE =L WASHER ANC NYLON WASHER MIN-I.D.=%" MAX.,O.D.- MAX 1 ) I SIGN PANEL— KNEE BRACE SPLICE 12� Y 'P:1C.A.L. FTNG 26 i 4 0.:;X - Y t C. V , ft, MAX. STUB POST 4" MAX MAX. 3.5' J LATERAIL BRACE TYPICAL " FRAME" iNSTALLAT ION ............. R - TVE TO VER-1-CAL POST. ATT STU ELA .1 : U TwyP '' D'' SIGNS -KNEE BRACE POST AND KNEE BRACE BACK TO BACK. (ONE SPLICE REQUIRED7 l x6� , STAINLESS FSS STEEL BOLTS Wil NY-ON INSERT LOCK NUTS PLACID 9, 1 1 NEAR TOP AND BOTTOM HOLES. kqN. 1 TYPF C & D S. GN -- 26' -2° KA HT, L.P. T TYPICAL ''A-FRAME" INSTALLATION TYPE ,r,:, SIGNS 3 � n U l, I UT' /-A L UL ......................... - .............. shoe 1 2 o 3 , /,G , STAINLESS SIT BOL WITH NYLON INSERT LOCK NUTS NI'SS STEEL JOLTS WITH SERT LOCK, NUTS IN TOLES TO S , "CE & OUTSIDE HOL�S. BP,A','Kc SEC A -A LA I I R A L BR A L: O S 1 R INGE R X Vlr fi; 3 x 3',/ SHT,?,l PLA7E—, STAINLESS STE =L WASHER ANC NYLON WASHER MIN-I.D.=%" MAX.,O.D.- MAX 1 ) I SIGN PANEL— KNEE BRACE SPLICE 'P:1C.A.L. FTNG ft, MAX. STUD P�,S (1) OFFSET ST UB POST TOWARD ROADWAY T, R - TVE TO VER-1-CAL POST. ATT STU ELA .1 : U POST AND KNEE BRACE BACK TO BACK. l x6� , STAINLESS FSS STEEL BOLTS Wil NY-ON INSERT LOCK NUTS PLACID ---- - - - NEAR TOP AND BOTTOM HOLES. TYPF C & D S. GN TYPICAL ''A-FRAME" INSTALLATION TYPE ,r,:, SIGNS 3 � n U l, I UT' /-A L UL ......................... - .............. shoe 1 2 o 3 , /,G , STAINLESS SIT BOL WITH NYLON INSERT LOCK NUTS NI'SS STEEL JOLTS WITH SERT LOCK, NUTS IN TOLES TO S , "CE & OUTSIDE HOL�S. BP,A','Kc SEC A -A LA I I R A L BR A L: O S 1 R INGE R X Vlr fi; 3 x 3',/ SHT,?,l PLA7E—, STAINLESS STE =L WASHER ANC NYLON WASHER MIN-I.D.=%" MAX.,O.D.- MAX 1 ) I SIGN PANEL— KNEE BRACE SPLICE . ...... .. R6-1,Rm-1 (R(>-,' OR RG-3o) MOUN ING C + . . . . . . . . . . `JNC,�ING r;)R R6 .. 36::3 1 2 12— —12" 01— 0+ 7 G ........... PUNC.1ING, FOR RG-1(48`x38' q PUNCHING tOR R.6-3 CR R6 -3x(30 " x24 ") L 6 4 6 1. ......... . . . ........................ r W 3 i A. M3 - 2 A., %13 3 A 0 M3 - 130" x I AND MI - 1 [45" x36:' OR 36" x 36" PUNCHING M2 [21"xIS"' OR (M3 A, M.3-2A. M3 - 3 A OR M3 -A) 324' x12" J AND M1 -G ',21' x2 I AND (M5 -14, M5 -2A, M6 -IA, M6 -2A. M6 -3A MG -4A. W, -5A OR t46 -6A) 121 .15" PUNCHING ............. ............. 36" PUNC,HiW R2 SP EED LIMIT 12" I I I ot — (D Wl '-)& '.113-1 ' - C) — G) . .......... T 12 12" _L (M3 -1. M3 IA. M3 - 2. M3 - 2A, M3+ 3. N 3A M3 -4 OR M3-4A) 130"x I AND (M1-4 OR MI-5A) L36" x3,i' I PUNCHING f YN C & 1.) S1 (" N ............................... STRUCTURAL DETA!LS Shee ; 3 of REVISED: 10-28-08 PUNCilING FOR F16-1(48".18") & R1-2(36"x36'x36.") 0 p p 0 2 x 2'14" 12 GAUGE PREPUNCHED C) CALVANIZED STEEL SQUARE TUBE RISER ° I O O of OI 0' 0 CONCRETE F1: 0 /�. o! 0 / ° / ............. O ° 1 A A n ,C 0 "C Q D� o c; 2 x 2; %' 12 GAUGE UNPUNCHED 4 : C GAL VAN=D STEEL SQUARE TUBE ANCHOR \ M;N'MU:',A O O I . 1 :.............._.._... sL, STAINLESS STEEL 60LT r MINIMUM OF ANCHOR KE ON' CONCRETE FOR DRAINAGE ;/' NOTES; 1. DRILL AN 8" DIAMETER HOLE THE FULL DEPTH OF THE ANCHOR. 2. DRILL_ %" HOLES ON OPPOSITE SIDES OF THE UNPUNCHED GALVANIZED STEEL SQUARE TUBE ANCHOR APPROX. I" FROM THE BOTTOM OF THE ANCHOR. INSERT A. ; / STAINLESS STEEL BOLT THROUGH THE HOLES AND SECURE WITH A STAINLESS STEEL LOCK NUT WITH NYLON INSERT. THE PREPUNCHED GALVANIZED STEEL SQUARE TUBE RISER (TO BE INSERTED INSIDE THE UNPJNCIED CALVANIZED SQUARE TUBE ANCHORIWILL. REST ON BOLT. 3. INSERT THE ANCHOR IN THE HOLE. 4. AFTER iNSTAL.LATION OF THE UNPUNCHEO GALVANIZED STEEL. SQUARE TUBE ANCHOR. FILL THE HOLE WITH A CONCRETE MIX A ?PROVED BY THE ENGINEER AND LEVEL OFr THE TOP OF CONCRETE. ti z TYPE C SIGNS,ELINEATORS & M . ............................................. .........__....._................ ................... .... .. ..... . - REVISED: 1-18 -06 STATE PROJ. N0. (TH 41) SHEET NO. 15 OF 30 SHEETS WIRE FENCE DESIGN VINYL COATED �!,' 100% BONDED V114YL COATED - 'BLACK'. GALVANIZED. C21 TERMINAL. POST 8' END. CORNER OR PULL. POST: 3 O.D. GRADE A BONDED VINYL. I3 LINE POSTS SHALL BE 2-1/2' 0.0. GRADE A BONDED VINYL FOR GO HIGH FENCE. (D TOP AND 80TTONI RAIL SHALL BE I%' O.D. GRADE A BONDED VINYL. �:S) ALL FITTINGS, TIES, LOOP CAPS, AND COMPONENT PARTS SHALL BE VINYL COATED-'BLACK'. CE) CHAIN LINK FABRIC SHALL BE 2 MESH FOR GO' HIGH FENCE WITH KNUCKLED SELVAGE TOP AND BOTTOM. AND CONFORM TO REQUIREMENTS OF AASHTO M 181 TYP IV. FABRIC SHALL BE TIED BELOW TOP RAIL AND ABOVE BOTTOM RAIL EVERY 12'. FENCE SHALL, BE GROUNDED. , :URF MEDIAN F I., E IAN SECTION VIEW SE 5 OFF") APPROACH NOSE. DETAIL HIS SHT CURB G'S_GN alm - - - --- (IIPKCTION OF TRAFFIC . ....... .. - - - - - - - - - - - z 1 01 TOP OF GUTTER SECTION A-A LI) - CURB HEIGHT. ol FU: L CURB HEICHV. (D ra 2' TAPER SLOPED APPROACH NOSE DETAIL (SMALL BE USED ON DOWNSTREAM SIDE OF ?RAFFUI) APPRC,'.CH NOS S!IAIA R( ','AID FOR A, ':(JR6 AND l 3UTIf R. IO• -O` MAX. EXISTING/PROPOSED SHALL CONFORM TO THE LATEST VERSION OF THE MMUTCD. END POST/ PULL POST CENTER TO CENTER ALINE POST cl) CD TOP RAIL ALTERNATE LINE POST ANCHORAGE 002 Zm (104007 CONSULTING INC. CITY OF CHANHASSEN SHEET 16 OF 30 '% -CHAIN CHAIN LINK SECTION I FABRIC "FF cl y MISCELLANEOUS DETAILS T.H. 41 TRAIL r LOCATIONS) R AM P (SLOPE CID I S) X ROAD > RAIL B > Y 10' STRIPE 3' GAP (WHITE EPDXY) L) j) DRAIN) SEE SLOPED APPROACH . .. lFfi.�ITl._ffuTllGROUP, ... -, NOS DETAIL. THIS S;,f 123- 1 CONCRETE FOOT] NG TIP. -CH . ft, (TYP. , oAwA WIRE FENCE DESIGN VINYL COATED �!,' 100% BONDED V114YL COATED - 'BLACK'. GALVANIZED. C21 TERMINAL. POST 8' END. CORNER OR PULL. POST: 3 O.D. GRADE A BONDED VINYL. I3 LINE POSTS SHALL BE 2-1/2' 0.0. GRADE A BONDED VINYL FOR GO HIGH FENCE. (D TOP AND 80TTONI RAIL SHALL BE I%' O.D. GRADE A BONDED VINYL. �:S) ALL FITTINGS, TIES, LOOP CAPS, AND COMPONENT PARTS SHALL BE VINYL COATED-'BLACK'. CE) CHAIN LINK FABRIC SHALL BE 2 MESH FOR GO' HIGH FENCE WITH KNUCKLED SELVAGE TOP AND BOTTOM. AND CONFORM TO REQUIREMENTS OF AASHTO M 181 TYP IV. FABRIC SHALL BE TIED BELOW TOP RAIL AND ABOVE BOTTOM RAIL EVERY 12'. FENCE SHALL, BE GROUNDED. , :URF MEDIAN F I., E IAN SECTION VIEW SE 5 OFF") APPROACH NOSE. DETAIL HIS SHT CURB G'S_GN alm - - - --- (IIPKCTION OF TRAFFIC . ....... .. - - - - - - - - - - - z 1 01 TOP OF GUTTER SECTION A-A LI) - CURB HEIGHT. ol FU: L CURB HEICHV. (D ra 2' TAPER SLOPED APPROACH NOSE DETAIL (SMALL BE USED ON DOWNSTREAM SIDE OF ?RAFFUI) APPRC,'.CH NOS S!IAIA R( ','AID FOR A, ':(JR6 AND l 3UTIf R. DIRECTION OF TRAFFIC ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PEDESTRIAN RAMP (MODIFIED) PEDESTRIAN RAMP EXISTING/PROPOSED SHALL CONFORM TO THE LATEST VERSION OF THE MMUTCD. BITUMINOUS TRAIL MARK HANSEN .......... ............................................. ............................. G.1 . .. ................ L I - _43920 END OF CONCRETE 6'CONCRETE WALK CONSULTING INC. CITY OF CHANHASSEN SHEET 16 OF 30 '% IS TRUNCATED 111111, TRAIL WIDTH x I' N EE CONSTRUCTION PLANS FOR '. SECTION "FF cl y MISCELLANEOUS DETAILS T.H. 41 TRAIL r LOCATIONS) R AM P (SLOPE ROAD TO DESI N V Y 10' STRIPE 3' GAP (WHITE EPDXY) DRAIN) SEE SLOPED APPROACH . .. lFfi.�ITl._ffuTllGROUP, ... -, NOS DETAIL. THIS S;,f 123- 1 FLARE 1217 -CH . ft, oAwA SURFACE T' -0' ' CURB TRAIL WIDTH T A P ER CO CRE GUTTER CU RB R8 A O W3_11 CROSSING ..... DIRECTION OF TRAFFIC ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PEDESTRIAN RAMP (MODIFIED) PEDESTRIAN RAMP SHALL CONFORM TO THE LATEST VERSION OF THE MMUTCD. NOTES: MARK HANSEN .......... ............................................. ............................. G.1 . .. ................ L I - _43920 CONSULTING INC. CITY OF CHANHASSEN SHEET 16 OF 30 35-3 24 • X24' <>. "FF cl y MISCELLANEOUS DETAILS T.H. 41 TRAIL r .................... __300 . ......... ROAD WIDTH VARIES Y 10' STRIPE 3' GAP (WHITE EPDXY) ................................. . .. lFfi.�ITl._ffuTllGROUP, ... -, 123- 1 1 1217 -CH . ft, GE NERAL NOTE: ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST VERSION OF THE MMUTCD. NOTES: G SEE PEDESTRIAN RAMP I DETAIL BELOW. A M" PROPOSE TRAIL 0 35-3 24 • X24' <>. ................................ .................... __300 . ......... ROAD WIDTH VARIES Y 10' STRIPE 3' GAP (WHITE EPDXY) ................................. . .. c_sFJ PROP OSED TRAIL TYPE I PEDESTRIAN O W3_11 CROSSING 3' CURB HEIGHT. S FIL CURB FEIIH $M S H A LL p 'W ALKABLE SliR ACES AN . H 8� ; WHE ADJACE , ALSA - ,, WHEN ADJACENT 1 , A NON-WAz AB.F.. SURFAC 1/2 PREF FILLER MAHERIA; AAS,70 M 213. ED JOIN T JOINT FILLER SHALL BE PL ACED FL SH WITH T.lE F�ACK OF CURB ANC Sj ADJACENT 0 JOINT ' S4A. L BE ,FREE OF DEBRIS. DOME S SHALL BE SE BACK - 1 - 7 1301M. THE BACK OF CURB OR EDGE OF ROAUWA 50 DETECTABLE WARNING TO IF, PLACED AT A 'JNIVO�Fll O F F SE T DISTANCE FROM 3' TO 6" FROM - HE BAK 01' CI ' R6. 0 IF RAMP SLOP' "I THAN 51 NO UPPER LANDING IS REO61RED. CONCRETE EDGE SHAL; BE CONSTRUCTED I' PARALLE -0 THE DETECTABLE WARNING EDGE WHEN PLACED IN A RADIAL F-1- ATTP,111T TI 71 C' THICK C ON'REI% WALK D, wIL TO STAIR! 1 2' D.C. I PIPE Q.C A, RA'L JNQ NO 1 To, To 5 MI, DE, — SRf%'�Of I AWINTS OR 11" `-VA- By THE ENG-NE�R PR: RA�: *NGSANDFIfT 11R p A rE ) , Nil , 0 H LIP A I SIT', 11CATT. S. RA IL N , TO 0 BE ASTM 1,500, GRADE B. 4. C,4 SHA 5. REFER TO 6. CONTRACTOR T�� I L RD o I NSTALL I X6 -H PDL YSTYRENE N BETWEEN PROPOSED CONCRETE STEPS AND XT STING WAIERVAIN. 1 1/ 0 D P— R BEMEDIATE ITL A All; PR CV D \ A ". M OUNT P i I CI � 'o ITS TY1 I.B SUP PORT I I , T POSTS AS BASE kAIE'DETAIL' N EE D ED ITE !2 51— STAIRS O.C. C 5 o I -4 EPDXY COATED NG$INC BAR, P' rH 'READS - - ---------- I N )i 7 , RICK ONCRETE WALK DOWEL C O STAIR� 12 D.C. BOTH SIDES STAIR "Y'." EPDXY' ICIT RERAR 12' O.C. DO_ WAYS, TYP. 1D.—ILG B TRICK C0 CRETE WALK 0 0 EL TO STAIR! 1 2" D.C. CITY OF CHANHASSEN S HEET CONSULTING MISCELLANEOUS DETAILS 7 Prl ^r Nome, MICRAE k �. MCGARVEY , mc-1111 Y F RIIIIIIR . . .... . ...... ........................... ...... . ........ ........ ......... COM MCI R— UP, INC. 30 \72371h -\723702.4� D,t . ................... . .... ......262 16 GRO T.H. 41 TRAIL 0 PRIM SCHOOLi 36s HIGHI ( E T.H. 41 TRAIL 375 sAi TRAIL 370 GAS 1 0 T. H. 41 HORIZONTAL CONTROL CCCROINATE SYSTEM IS CARVER COUNTY NAD 1 '1 VERTICAL CONTROL .:,.NATIONS BASED ON NAVD '988 A SURVEY CONTROL POINTS POINT NAME X- COORDI Y- COORDINATE E E VAT ION G.Sl H lGH1 li48088r "Os 190.313.739 1044.02 SAI !i 48120. 223 191 S29w:3!36 998.46 SCHU'UL I 54 f951.485 190509,983 .1-1 AI. 1-1—T — 1 11-1 er CITY OF CHANHASSEN ET .. . .......... . ....... .......... . .. —723 s 1 --- 8� CONSULTIN S H l E 8 ' Prl"rt MARK HANSEN —sE� ALIGNMENT PLANS AND TABULATIONS T.H. 41 TRAIL OF GERRITY GROUP, INC. . • ....._. .-. �� 'M. 1131 30 ALIGNMENT TABULATION POINT NUMBER POINT STATION ALIGNMENT TABULATION COORDINA7E5 AZIMUTH r X Y ANGLE (+3s) DEGREE 5T LT LS � T.H. 41 TRAIL f RoaG 1 H41 -12 PI 370 +48.028 22° 53' 90.23° LT 57° 17' 44.01' 100.000' 20.249' 39.958' 548, 088.5011 191,032.6912 PI - ----cc __ PT ................ 370 +67.777 547, __906.5258 548,003.8375 191,029.3711 191,052.4022 _____ _ _ _ _ 346° 41' 04.58' PC 370 +95.376 548,077,9718 191,079,2985 }46° 41' 04.58' H91 -17 PI 373 +13.435 20° 28' 23.89' flT 57° 17' 44.81' 100.000' 18.059' 35.733' 548,073.3126 191,096.0719 PI CC �_ 111111111�� 191,302. 3296 . PHC 371 +31.109 598,075.5629 191,114.7 901 7° 09' 28.47' H91 -14 PI 172+40.460 3° 07' 54.89" LT - __11111111111,11111 109.352' 218.699' 540,089.1886 191,223.2895 PI 11111, - 111111111111,_ IIIIIIIIIIIIIIIII, IIIIIIIIIIIIIIIIIII 'lllllllllllllllllllll, 191, 6!3.2075 - PT 373 +49. "50 548.096.8660 391,332. 3712 4° Ol' 37.58" ___ 41 -15 PC _ PI .......... 374+79.j07 374+95.60B __________ 18° 39' 00.96' RT ....... 57° 17' 94.81' 100.000- 16.421' 32.551- 548,105.9532 548,107.1060 191,461.4814 191, 477.86!5 4° Ol' _ 33.58- PI CC __ 1111111111111111 ,111111111111111111111_ 548,205. T064 191,454.4605 - PHC 375 +11.738 ��11111�� 548,113.4366 191,493,0129 22° 40' 34.57" 1111. - __11111111111111' ® ® - H41 -16 PI CC 375+24.580 20° 13' 55.69' LT 57° 17' 94.61' _ 100.000 1 17.892' 35.312' 548,120.3150 548,021.1668 !91,509, 4757 191,531.5652 PI 1 �� 11111111111111111 1111111, �- __111111111■ ® ®� 11111♦ . - __111111111■ ®® .. 111111,11 --111111111■111111111♦1_®®- 111111 , ® - �- 111111111♦11111111♦�1 11111.11. -- 11111111111 ■11111111111'1__1111111111■ - 11111 3 -- 111111111■111111111♦_� ''1®" 1_1 -- 1111111111 ♦1111111111♦1111111111■ 1 III ■1�1��l1»!�� 1111111'11111, -- 1111111111♦ 111111111♦ 111111111♦ 111111111111 ♦11111111111111111' - 1�1 .: ��111111��11�11111�� 11111.11 - ___111111111♦ ® ® - 1 3 1 3 ��1111111� I�� 111111,11 --111111111■11111111■_®®- 11111.1 .. - _- 1111111111111,11111111■11111 366+30. 679 . CITY OF CHANHASSEN � T. . � ALIGNMENT TABULATION POINT NUMBER POINT STATION COORDINA7E5 AZIMUTH r X Y ANGLE (+3s) DEGREE 5T LT LS � T.H. 41 TRAIL f RoaG 1 H41 -12 PI 370 +48.028 22° 53' 90.23° LT 57° 17' 44.01' 100.000' 20.249' 39.958' 548, 088.5011 191,032.6912 PI - ----cc __ PT ................ 370 +67.777 547, __906.5258 548,003.8375 191,029.3711 191,052.4022 _____ _ _ _ _ 346° 41' 04.58' PC 370 +95.376 548,077,9718 191,079,2985 }46° 41' 04.58' H91 -17 PI 373 +13.435 20° 28' 23.89' flT 57° 17' 44.81' 100.000' 18.059' 35.733' 548,073.3126 191,096.0719 PI CC �_ 111111111�� 191,302. 3296 . PHC 371 +31.109 598,075.5629 191,114.7 901 7° 09' 28.47' H91 -14 PI 172+40.460 3° 07' 54.89" LT - __11111111111,11111 109.352' 218.699' 540,089.1886 191,223.2895 PI 11111, - 111111111111,_ IIIIIIIIIIIIIIIII, IIIIIIIIIIIIIIIIIII 'lllllllllllllllllllll, 191, 6!3.2075 - PT 373 +49. "50 548.096.8660 391,332. 3712 4° Ol' 37.58" ___ 41 -15 PC _ PI .......... 374+79.j07 374+95.60B __________ 18° 39' 00.96' RT ....... 57° 17' 94.81' 100.000- 16.421' 32.551- 548,105.9532 548,107.1060 191,461.4814 191, 477.86!5 4° Ol' _ 33.58- PI CC __ 1111111111111111 ,111111111111111111111_ 548,205. T064 191,454.4605 - PHC 375 +11.738 ��11111�� 548,113.4366 191,493,0129 22° 40' 34.57" 1111. - __11111111111111' ® ® - H41 -16 PI CC 375+24.580 20° 13' 55.69' LT 57° 17' 94.61' _ 100.000 1 17.892' 35.312' 548,120.3150 548,021.1668 !91,509, 4757 191,531.5652 PI 1 �� 11111111111111111 1111111, �- __111111111■ ® ®� 11111♦ . - __111111111■ ®® .. 111111,11 --111111111■111111111♦1_®®- 111111 , ® - �- 111111111♦11111111♦�1 11111.11. -- 11111111111 ■11111111111'1__1111111111■ - 11111 3 -- 111111111■111111111♦_� ''1®" 1_1 -- 1111111111 ♦1111111111♦1111111111■ 1 III ■1�1��l1»!�� 1111111'11111, -- 1111111111♦ 111111111♦ 111111111♦ 111111111111 ♦11111111111111111' - 1�1 .: ��111111��11�11111�� 11111.11 - ___111111111♦ ® ® - 1 3 1 3 ��1111111� I�� 111111,11 --111111111■11111111■_®®- 11111.1 .. - _- 1111111111111,11111111■11111 ALIGNMENT TABULATION POINT NUMBER POINT STATION COORDINA7E5 AZIMUTH DELTA DEGREE RADIUS TANGENT LENGTH X Y ANGLE (+3s) DEGREE 5T LT LS � T.H. 41 TRAIL f RoaG 1 H41 -12 PI 370 +48.028 22° 53' 90.23° LT 57° 17' 44.01' 100.000' 20.249' 39.958' 548, 088.5011 191,032.6912 PI - ----cc __ PT ................ 370 +67.777 547, __906.5258 548,003.8375 191,029.3711 191,052.4022 _____ _ _ _ _ 346° 41' 04.58' PC 370 +95.376 548,077,9718 191,079,2985 }46° 41' 04.58' H91 -17 PI 373 +13.435 20° 28' 23.89' flT 57° 17' 44.81' 100.000' 18.059' 35.733' 548,073.3126 191,096.0719 PI CC 598,174.7835 191,302. 3296 . PHC 371 +31.109 598,075.5629 191,114.7 901 7° 09' 28.47' H91 -14 PI 172+40.460 3° 07' 54.89" LT 1° 25' 56.62' 4,000.000' 109.352' 218.699' 540,089.1886 191,223.2895 PI CC 544,106.7368 191, 6!3.2075 PT 373 +49. "50 548.096.8660 391,332. 3712 4° Ol' 37.58" ___ 41 -15 PC _ PI .......... 374+79.j07 374+95.60B __________ 18° 39' 00.96' RT ....... 57° 17' 94.81' 100.000- 16.421' 32.551- 548,105.9532 548,107.1060 191,461.4814 191, 477.86!5 4° Ol' _ 33.58- PI CC 548,205. T064 191,454.4605 PHC 375 +11.738 548,113.4366 191,493,0129 22° 40' 34.57" H41 -16 PI CC 375+24.580 20° 13' 55.69' LT 57° 17' 94.61' _ 100.000 1 17.892' 35.312' 548,120.3150 548,021.1668 !91,509, 4757 191,531.5652 PI l LEGEND REMOVE EXISTING CROSSWALK PROPOSED T. H. 41 CONSTRUCTION LIMITS CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES PER DETA ON SHEET 16 CONSTRUCT ONE-WA DIRECTIONAL EXISTING TRAIL CONSTRUCTION B ------ PE ESTRIAN CURB R MP WITH TR LIMITS DOMES PER DETAIL ON SHEET 16 �-PEDESTRIAN CROSSI G TYPE' L EXISTING HYDRANT, LEAVE AS IS. MQT55�1 EXTEND EXISTING IS" RCP INLET APRON. 1. CLEARING AND GRUBBING T INCLUDE EVERYTHING W OT E ITH I 114 CONSTRUCTION LIMI S. 2. R S ON CONTROL BLANKETS CATEGORY 3 TO BE PLACED (2) REMOVE EXISTING PEDESTRIAN CURB RAMP. (L T. H. 41 TRAIL SEE DETAIL SHEET 21 ON ALL A14D 1:2 SLOPES LONGER T AN 6 FEET (TOP TO @ BOTTOM DITCHES WITH GRAD JENTS, A AT I LOCATIONS D FURNISH INSTALL 70' OF 60" VI14YL 4 OEBTIF Iko BY THE ENGINEER. ONLY L CAT ONS A REE COATED C ENCE. INSTALL 2 FOOT OFFSET m T Y THE ENGINEER SHALL BE APPR OVED FOR PAYMONT ' FROM BA K OF TRAIL ED E. 3. REFE T CONSTRUCTION/SOILS NOTES FOR SEEDING AND R E T ABLISHMENT RATES. (1) REMOVE INLET STRUCTURE. FURNISH 4. CONTRACTOR TO REMOVE PO TIONS OF EXISTING TRAILS AND IN TALL CONCRETE DROP TURF ST T AT CONFLICT WITH PROPOSE TRAIL ALIGNMENT. STRUCTURE (MN/DOT DESIGN AT LOCATION 5. 8 IONS TO 0 TSIDE OF PROPOSED TRAIL. AREA. FINAL SAWCUTS TO BE PERFORMED AT ALL CONNECT UCAT I EXISTING TRAILS. LO DNS AND ELEVATIONS TO BE 6. CONTRACTOR TO INSTALL MAC INE SLICED SILT FENCE DETERMINED IN THE FIELD. REFER TO A THE TOE OF ALL FILL SLO ES, TABULATION FOR DESIGN INFORMATION. 7 . PROTECT EXISTING CATCH BASINS WITH STORM GRAIN INLET PROTECTION. (i SCHOOL ENTRANCE PROFILE GRADE TOP N FINISHED SURFACE AT GRADING GRADE 1,010 o D/W EXIT c i oy 100.00 VC. 363+00 36A,00 365+00 366+00 367+00 368+00 369+00 370+00, 37r+00 372-,00. 373+00 374+00 375+00 376,06 CITY OF CHANHASSEN SHEET MARK C. F.ANSEN DEII�— �y CONSULTING CONSTRUCTION PLAN AND PROFILE 20 J / ' nwt 369.06.59 :015.10 cLOx' L1rvE COORDINATE WITH %GEL ENERGY '•' L TO RELOCATE DOWN GUYS / I (IF NECESSARY) L — RAO ALIGN. xa STATION OFFSET EXISTING TRAIL 5e.u• : ;ss UTILITY PEDESTAL ;Bas. rxv s - n.z6. v: r;DD.r Lr i I REMOVE EXISTING DEPRESSED CURB &GUTTER, DROP INLET DESIGN TABULATION COORDINATE 'WITH CENTERPOINT Ii I REPLACE WITH 8424 CURD & GUTTER, ENERGY TO RAISE GAS VALVES I REMOVE EXISTING TRAIL PAVEMENT aL I N. 6TarieN OFFSEr sil! T,PF 'TR T10E qE CAfYT'i +C „a<iihu uin'vtdi" DoINSTFR[un R/ __ W i I AS N ECESSARY TO CONNECT TO PROPOSED. CONSTRUCTION 03 +3 iHa: 364+25 1.0' : T t ?" RC? DF6IGN U w -:1 ICtd. d' IUI4.06 .014.04 -- ..3.--.— L — _ - - - -- — / i I IMITS CI •> H 1 161. 1 9 . D' �T 6 11" ND- CEs% u :I 1G1'.52 IOIt.9S to1;.sC I WIRE FENCE PER NOTES: DETAIL ON SHEET I t S 1C AF O TI— PE k 7U': OBE DF TFR C-I HE LLD I I _. I 1 16 _ _ 1.6 r. P 0 k G E —_ — ....... . - -... E TS T ri 3 0 F [ E N 1 E rE TLHT _ 1 1 F-I � ` \ —/\ .f "E .: aU L iE rUSH .JOT IT —IN) E400E "O:. B—IN G. y-� TO F._LOH l., D,. .. aNDAT, PI—IT. 1A rGq M-1 INLE : aS.lNC '�--- 2 ". r370� ......... ......_-- -.._ -- .... y -- - rt T.H. 41 - - - - -- lD' SHOULDER I n— _— .�.., "1 - - -- — ... ........... _ —... _ ... l2' SOLID YELLOW LEPDXYI - - -.— _ � -- -- L- - - -- � 4" DOUBLE SOLID YELLOW 12' THRU I I EPO XY) . -... -. I I LEAVE I AS ISTLH BASIN, ' 4' CONCRETE MEDIAN - -� - - -- _ DEPRESS 4 CURB PEDESTRIAN T H 41 TRAIL TRU 12' THRU I CURB RAMPS WITH TRUNCATED DOMES ' C I MAXIMUM OF 2% CROSS SLOPE IN GUTTER - -� AT PEDESTRIAN RAMPS AND 5% BETWEEN RAMPS 670 L - A2 5 Al A4 A � 4" CONCRETE MEDIAN CONSTRUCTION "-- __ ® B424 C &G 'A _LIMITS - - x >� J 1 A9 12 �'HR�O Al TURN EXISTING _ _- - - - - -_ - - -_ i _ o� _-' ..- -_- _ _ ARROW F EXISTING CATCH BASIN, (�xx 14' RT. TURN z A SAVE \ DROP INLET +1 \ R /WJ - _ .- - - - - -! LEGEND DROP INLIET a / i SPECIFIC NOTES: MATLH EXISTING SANITARY MANHOLE, _ - - - -_ ___ a © J___i _I,- I 1 r A CONSTRUCT PEDESTRIAN CURB RAMP - - - -- R SLOPE S WITH EXISTING '- EXISTI NG PAVEMENT CROSS SLOPES ADJUST FRAME & RING CASTING \ - _ I �-I}, PI WITH TRUNCATED DOMES PER DETAIL EXISTING HYDRANT AND VALVE, / \I �(�Yy.'�I 1_)j� ON SHEET 16. LEAVE AS IS 'tI QB GENERAL NOTES: EXISTING TURN ARROW I CONSTRUCT ONE -WAY DIRECTIONAL ' PEDESTRIAN CURB RAMP WITH TRUNCATED PER TYPICAL 1. CONSTRUCT RAISED CONCRETE MEDIAN EXISTING POWER POLE, I N \ DOMES PER DETAIL ON SHEET 16 \\\ I SECTION AND DETAIL ON SHEET 6 LEAVE AS IS , 1 1 I; 1 1 ''. 9 © SLOPED APPROACH NOSE PER DETAIL 2. SIGNING AND STRIPING AT CROSSING TO FOLLOW \ I ' X � ON SHEET 16 PEDESTRIAN CROSSING TYPE 1 SHOWN ON SHEET 29. N, 0 Q EXTEN EXISTING 18" RCP INLET APRON. CONCRETE APPROACH NOSE PER MN /DOT STANDARD PLATE 7113A I trnre AIU PgDJecr NO. GxnnN' Br 5. CITY OF CHANHASSEN SHEET c P� c E +�i�ear cnaer a AAgr:NS o io•., of r�4 tror DF.SIGNf.O B�' .ca orowrco ey my <Ire v:cloi nee r BoJECr No. CONSULTING CONSTRUCTION PLAN 21 y .4 "ee•a. Pr 1. +t ,N:me: MARA F.Ak$E'J TE p __`�. : C,_N,G G58_ SLA E •= Y OF Llir PkOJELr NU. !1 GEPk[ - / GROUP, INC. T.H. 41 TRAIL 30 NO DATE 9" LRD AP NEVISICN ..... ..... .. .... Pn &i 110 ... \IL3T�hl mu \V lan \]23T = D02.4gn. Daeo ._. L eenao . 43726 ._, CUMM. NO. UL11 S] Elam �xlmm J / ' nwt 369.06.59 :015.10 cLOx' L1rvE COORDINATE WITH %GEL ENERGY '•' L TO RELOCATE DOWN GUYS / I (IF NECESSARY) L — RAO ALIGN. xa STATION OFFSET EXISTING TRAIL 5e.u• : ;ss UTILITY PEDESTAL ;Bas. rxv s - n.z6. v: r;DD.r Lr i I REMOVE EXISTING DEPRESSED CURB &GUTTER, DROP INLET DESIGN TABULATION COORDINATE 'WITH CENTERPOINT Ii I REPLACE WITH 8424 CURD & GUTTER, ENERGY TO RAISE GAS VALVES I REMOVE EXISTING TRAIL PAVEMENT aL I N. 6TarieN OFFSEr sil! T,PF 'TR T10E qE CAfYT'i +C „a<iihu uin'vtdi" DoINSTFR[un R/ __ W i I AS N ECESSARY TO CONNECT TO PROPOSED. CONSTRUCTION 03 +3 iHa: 364+25 1.0' : T t ?" RC? DF6IGN U w -:1 ICtd. d' IUI4.06 .014.04 -- ..3.--.— L — _ - - - -- — / i I IMITS CI •> H 1 161. 1 9 . D' �T 6 11" ND- CEs% u :I 1G1'.52 IOIt.9S to1;.sC I WIRE FENCE PER NOTES: DETAIL ON SHEET I t S 1C AF O TI— PE k 7U': OBE DF TFR C-I HE LLD I I _. I 1 16 _ _ 1.6 r. P 0 k G E —_ — ....... . - -... E TS T ri 3 0 F [ E N 1 E rE TLHT _ 1 1 F-I � ` \ —/\ .f "E .: aU L iE rUSH .JOT IT —IN) E400E "O:. B—IN G. y-� TO F._LOH l., D,. .. aNDAT, PI—IT. 1A rGq M-1 INLE : aS.lNC '�--- 2 ". r370� ......... ......_-- -.._ -- .... y -- - rt T.H. 41 - - - - -- lD' SHOULDER I n— _— .�.., "1 - - -- — ... ........... _ —... _ ... l2' SOLID YELLOW LEPDXYI - - -.— _ � -- -- L- - - -- � 4" DOUBLE SOLID YELLOW 12' THRU I I EPO XY) . -... -. I I LEAVE I AS ISTLH BASIN, ' 4' CONCRETE MEDIAN - -� - - -- _ DEPRESS 4 CURB PEDESTRIAN T H 41 TRAIL TRU 12' THRU I CURB RAMPS WITH TRUNCATED DOMES ' C I MAXIMUM OF 2% CROSS SLOPE IN GUTTER - -� AT PEDESTRIAN RAMPS AND 5% BETWEEN RAMPS 670 L - A2 5 Al A4 A � 4" CONCRETE MEDIAN CONSTRUCTION "-- __ ® B424 C &G 'A _LIMITS - - x >� J 1 A9 12 �'HR�O Al TURN EXISTING _ _- - - - - -_ - - -_ i _ o� _-' ..- -_- _ _ ARROW F EXISTING CATCH BASIN, (�xx 14' RT. TURN z A SAVE \ DROP INLET +1 \ R /WJ - _ .- - - - - -! LEGEND DROP INLIET a / i SPECIFIC NOTES: MATLH EXISTING SANITARY MANHOLE, _ - - - -_ ___ a © J___i _I,- I 1 r A CONSTRUCT PEDESTRIAN CURB RAMP - - - -- R SLOPE S WITH EXISTING '- EXISTI NG PAVEMENT CROSS SLOPES ADJUST FRAME & RING CASTING \ - _ I �-I}, PI WITH TRUNCATED DOMES PER DETAIL EXISTING HYDRANT AND VALVE, / \I �(�Yy.'�I 1_)j� ON SHEET 16. LEAVE AS IS 'tI QB GENERAL NOTES: EXISTING TURN ARROW I CONSTRUCT ONE -WAY DIRECTIONAL ' PEDESTRIAN CURB RAMP WITH TRUNCATED PER TYPICAL 1. CONSTRUCT RAISED CONCRETE MEDIAN EXISTING POWER POLE, I N \ DOMES PER DETAIL ON SHEET 16 \\\ I SECTION AND DETAIL ON SHEET 6 LEAVE AS IS , 1 1 I; 1 1 ''. 9 © SLOPED APPROACH NOSE PER DETAIL 2. SIGNING AND STRIPING AT CROSSING TO FOLLOW \ I ' X � ON SHEET 16 PEDESTRIAN CROSSING TYPE 1 SHOWN ON SHEET 29. N, 0 Q EXTEN EXISTING 18" RCP INLET APRON. CONCRETE APPROACH NOSE PER MN /DOT STANDARD PLATE 7113A I trnre AIU PgDJecr NO. GxnnN' Br 5. CITY OF CHANHASSEN SHEET c P� c E +�i�ear cnaer a AAgr:NS o io•., of r�4 tror DF.SIGNf.O B�' .ca orowrco ey my <Ire v:cloi nee r BoJECr No. CONSULTING CONSTRUCTION PLAN 21 y .4 "ee•a. Pr 1. +t ,N:me: MARA F.Ak$E'J TE p __`�. : C,_N,G G58_ SLA E •= Y OF Llir PkOJELr NU. !1 GEPk[ - / GROUP, INC. T.H. 41 TRAIL 30 NO DATE 9" LRD AP NEVISICN ..... ..... .. .... Pn &i 110 ... \IL3T�hl mu \V lan \]23T = D02.4gn. Daeo ._. L eenao . 43726 ._, CUMM. NO. UL11 S] _ _ ............................._ ...._.............._.........__.............. ...._..............__........._ _ ...................................._................................._.. - ........._ ..............._..,............ 13 ur , - - ,... - -- ,.._ - UNDERPASS ) _ - _.__.._ .� ^_.._- '- -__ '___.- -._ � _ __ HER ............................... _ ....__...__ _ Tlq 41 t TRAL � / PROPOSED I APPROX'. 1014 X - _ _ CONSTRUCT 6" WALK CONNECT WITH TRgF� SLOPE TO \ APPROX.`ELEJ: "T016i - cq CITY W '- ATERMAIN -- t CONTOURS DO NOT REFLECT _i� - _ _ - -- �'^ -�� / RECENT LOT GRADING / - — - -� - CONTOURS 00 NOT REFLECT RE - ` 7� j .. ....•�_.- / RECENT -iDT GRADING /I / // ____.__,__" _- - .. i �_.____ / PROPOSED WALK / STAIRWAY �/ / - i 7 ✓... x' .� __. ANO RAILING REF-ER r OETA ll:-ON SHEF.T37 t - _._..._ APPROX. ELEV: \60 I I, i - EXTEND 6" WALK / 0 � 0 \ TO HIGHOV�R- E). CONSTRUCT PEDESTRIAN VF. ESTRIAN ` \ �• SLOPE TO'DRAIN I CURB RAMP WI�IF :TRUNCATED „ 11 ' I A / _ -+ -" -- -- - ` - - ' �1pME5 PER DETAIL`ON SHEET 16 �4� _ AVID EXISTING CAtgH BASIN \ \ \ ' - - ' t EXISTING SIDEW - t r i t _ HIGHOVER 1 �� T u ., nrmuon.o: ,`E,q�” ro w < Pr .. u[CHaEI. McGaR v ... .._..._ Cato...... ......_...__ ................... I —. • ...... 26216 i4TE A:; PROJECT 'v0. K Yi ^iB PROIEa W. Llr. PRO.E�• Nu PK&T uo - i-wl BY OF.SIL FO B� ® CONSULTING 1 GROUP , NC. CITY OF CHANHASSEN SHEET 22 OF 30 M M CONSTRUCTION PLAN T.H. 41 TRAIL R B. M MccaR v NL l— BY Lao :PPR nrvcs loN CUMM. NO. UIOPY ?'I ... -37-- p lam 723+_w03. a91 7 50 0 .: .50.. 50 : 0 .. 50 1040 1090 .... .: _. ',: ....._ . MP R /N' .. .. .1x30 ..... _. ( L TRAIL _ .: 1040.: .. .. ... ... '' - ..!. 1040:. ' 1020 1020 1030 - . g TRAIL ! ,: f 1030 �. 1016'.96 1019.47 F 10.10 :. :. .. 10 - 10 1020: - 5 . t 1020: 1Qg 1. oz Ott .73 1000 - 1000 1010 " _ _... 1010 100.0_'. T000: .10.50 1040 _ :. _ ! :..: 1040 1044: P_ 1030 fL TRAIL INF R 1030 1030 ' : 1NP ': (LTRAIi. 366 +00.00 tol4. nz 1020.01 - 1014.83 )_ 1020 1020 1020 — _ 1 ^� y? 4 c 1. 4s - 1020.:. 101e 014 1010: 1000 600 loon: 1666' io4o 1040 lo40: 1646: 1030 C� 1 PL TRAIL r [hP R/W _ 365 +1s 00 INP R/W TRAIL 366 +50.00 -- — - ,. 1030.. In19 53 3020:.53 ,36 3020.10 N 1020 _ �.— - 1020 1020 1 3r 90 - : 1020'. 1016.37 1010 - -:: _ .. ...:. A0k0 LOl O.I .. I. .. -:. 1010.. ` 1000. :.1.000 1000 _...._. _.': _'..- !... 30:00'. H. 41 TRAIL STA. 365 +75::00 — 367 +00.00 0:'.:. '.:50 :.:... 50'. .:: 0 ': :: .'..- ::. 50 Project: TH 41 TRAIL Sheet No. 24 of 30 Sheets .. ': :.... :.5:0: ::.: ::: 0 '..:: .. .:.'. :.:50 ..'__. .:. _: :.: 50 .'. 50 .1040. :. 1040 1010 .. TRAIL tHF Rrw -:� 1.030 1030 - . _ : _ _: '< 1030:. TRAIL : IM ? A /W 367175-00 _.1020 lbls.r __. ,3 1018:,0 .. _ ;_:- --_- � 1020 1020: I: �- Im..iz 1016.65.: __ -- 102.0.:. 10.10 ! 010 1010 1 :.: \, t 3. 39 !. 1010:. loon 1.000 10:00_ __: _ 1000 1040 ... .'. ... _. _. __ _... ..:. .:1.040 109.0.: .. :_ :.:.: .�1. _ 1040 '.. 1030 :. TRAIL+° d7R�R /W : I 1030 1030 - . TRAI IuF' RiW L 1030 '.' 367 +50.0 - -` - 368 +25.00 tc. s.6s 1018:55 1017,13 .1020 1.020 1020. .: .:. ';: I __ 1C20.:. 1010 !. '. L. 10:k0 10101 0 4 32 .. ._.. ..:. .: :. .: .1000 1000 1000.: .:.: ..: . _.:. .:.:: '.: �.. 1000.:. 1040 .._ : 1040 1040: '. _.. ..':. J _:._. .:.. 3040:. ..1030 CL TRAIL IN' R:W -. 1030 1030.. TRAIL 1030_. 367 +25 00 368 +00.:00 1 1020: 1017.66 101671 JIS. SC 10.10 1010 1 010. 1010... 1000.. I. _ : :woo IOO.Q _ 1000 T.H. 41 TRAIL. - STA. 367 -25.00 - 368 +50.00 - 50 0 5 50 0 50 Project: TH 41 TRAIL Sheet No. 25 of 30 Sheets O PEDESTAL FOUNDATION 1 PEDESTAL POLE AND BASE 1 - FLASHER CABINET 1 - RECTANGULAR FLASHING BEACON (RRFB) 1 - 3/C x14 (CABINET TO RRFB) 2 PAIOO POLE FOUNDATION 1 - SIGN W11 -2 TYPE PAIOD-A25 /A20 I - SIGN WI6 -7P 2 -SIGNS (W11 -2) "PED CROSSING" I - PEDESTRIAN PUSHBUTTON AND SIGN RIO -25 2- RECTANGULAR RAPID FLASHING BEACONS 1 - 2/C x14 (CABINET TO PUSHBUTTON) EXTEND INTO HH 2: EXTEND INTO HH 1: 3" CONDUIT 3" CONDUIT 1 -12/C x14 1 - 12 /C 014 1 - 3/1 "1 1 -1 /C x6 INS. OR. 1 - 2/C x14 1 - 1/C x6 INS. OR. EXTEND INTO HH 1: 2" CONDUIT © SOP- ON INPLACE XCEL WOOD POLE 3 - 1/C x6 (POWER) 2" CONDUIT TO POLE MOUNTED METER AND DISCONNECT SWITCH: 1 - 1/C x6 INS. GR. 3 -1/C #2 ®e L 10 F00T STUB WOOD POLE O POLE MOUNTED METER AND DISCONNECT SWITCH: 2" CONDUIT TO HH -1: 3 - 1/C fib 3" CONDUIT —� 1 - 12 /C 14 1 - 3/C x14 1 - 2/C x14 1 - 1/C w6 INS. GR. — — -- T.N. 41 TRAIL--- -e —_�� O OL� 3" CONDUIT —� i - 3/C 14 1 - 2/C x14 1 - I/C x6 INS. GR. NOTES: I. ALL ITEMS ARE FURNISH AND INSTALL.UNLESS NOTED OTHERWISE. 2. SEE SPECIAL PROVISIONS FOR MNDOT FURNISHED MATERIALS. 3. THE EXACT LOCATION OF HANDHOLES.SIGNS AND POLES SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE RECTANGULAR RAPID FLASHING BEACON (RRFB)CABINET. 5. PAYMENT FOR SIGNS SHOWN ON THIS SHEET IS INCLUDED ELSEWHERE IN THE PLANS. 6. THIS PLAN SPECIFIES CONDUIT SIZES. TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REOUIRE BORING. 7. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HOPE SCHEDULE 80 AND SHALL CARRY I /C#6 GREEN INSULATED GROUNDING CONDUCTOR AS SHOWN IN THE PLAN. B. ONLY PVC HANDHOLES WITH METAL RINGS AND COVERS ARE TO BE USED ON THIS PROJECT. 9.FOR PAVEMENT MARKINGS SEE PAVEMENT MARKING PLAN SHEETS. A SIGN PANELS TYPE C SIGN NO OTY POSTS MTG (3) PANEL CODE NO PANEL LEGEND NO & TYPE KNEE BRACES OT1' . LENGTH SIZE AREA TOTAL AREA FEET FEET INCH SO FT SO FT C -1 4 1 -U 13 - 36 x 36 9.00 36.0.E Wl1 -2 FED CROSSING C -i 2 1 -U 13 17 36 x 36 9.00 S. C0 W11 -2 RED CROSSING C -2 2 2-J 13 7 30 x 24 5.00 10.OG W16 -7PL LEFT DOWN ARROW C -3 1 1 -U 13 - 18 x 18 2.25 2.25 W3 -1 STOP AHEAD C; 4 :i 1 it 13 18 x 18 2.25 6.75 R1 -1 STOP C -5 3 1 -U 13 T 24 x 24 4.00 12.00 R5 -3 NO MOTOR VEH If,LES T OTAL 85.00 .. ...– .................. — ..... — ..... _ b -0 O ------ - - - - O - 1. . doss 1 TT L it I �I 2 H! 2 _ ............... 3 it1- s9n1x9n � (n rolOW \\ a�O PEDESTAL FOUNDATION PEDESTAL POLE AND BASE. O t 1 - RECTANGULAR FLASHING BEACON - SIGN W11 -2 '\ 1 - SIGN WI6 -7P 1 - PEDESTRIAN PUSHBUTTON AND SIGN RIO -25 EXTEND INTO HH 31 3" CONDUIT 1 - 3/C 14 I - 2 /f, x14 1 - 1/C x6 INS. GR, IIi MOJNTING HEIGHT MINIMUM. NO . 1 T I VEHICLES O L_ O T. H. 41 Q C-4 )1 1 1 \ � yASkq .« r..r� "o �v rm .• � �.v <o- "<. :wor�.lsl =, _,� x � D.ASUUSSN CITY OF CHANHASSEN S EE -ne i<.e ar .gin 5.<r" or ul.»oeo.a. DF.SICNED FT arc Pao ca ND. ONSULTING P N <me: O - THAN j. xR IEG RECTANGULAR RAPID FLASHING BEACON (RRFB) LAYOUT 9 clry E_tieD ev rno�ca No. '' - T.H. 41 TRAIL OF No w *c ev : cao >rrr pc.vamN rxaT uo _. Kalcc GROUP, INC. 30 ................... ............................... .. .... ............................... L' uto .... _ .... ............................... ll: enso • 4C76G COMM. U. UI U'I23't ,ABBREWUA40ome APS ACCESSIBLE PEDESTRIAN SIGNAL NEU NEUTRAL AWF ADVANCED WARNING FLASHER NMC NONMETALLIC CONDUIT BL BLUE 0 ORANGE BL /BLK BLUE WITH BLACK TRACER 0 /BLK ORANGE WITH BLACK TRACER BILK BLACK P1 -1 (e.g.) PEDESTRIAN INDICATION (PHASE 1. NO. 1) BLK /R BLACK WITH RED TRACER PB PUSHBUTTON BLK /WH BLACK WITH WHITE TRACER PB2 -1 (e.g.) PUSHBUTTON (PHASE 2. NO. 1) CD COUNTDOWN PEC PHOTOELECTRIC CELL CH SW CHECK SWITCH FED PEDESTRIAN CLR CLEAR 0 PHASE D2 -1 (e.g.) DETECTOR (PHASE 2. NO. 1) R RED DWK DON'T WALK R4.S REMOVE AND SALVAGE EO.G EQUIPMENT GROUND R /BLK RED WITH BLACK TRACER EVP EMERGENCY VEHICLE PRE- EMPTION RLTA RED LEFT TURN ARROW F&I FURNISH AND INSTALL RSC RIGID STEEL CONDUIT FL FLASH /FLASHING SOP SOURCE OF POWER G GREEN SPR SPARE G /BLK GREEN WITH BLACK TRACER ST LHT STREET LIGHT GLTA GREEN LEFT TURN ARROW STA STATION GRN GREEN SW SWITCH GR. RD, GROUND ROD SWD SWITCHED GRTA GREEN RIGHT TURN ARROW TOW TELEPHONE DROP WIRE GTHA GREEN THRU ARROW WH WHITE HH HANDHOLE WH /BLK WHITE WITH BLACK TRACER HPS HIGH PRESSURE SODIUM WH /R WHITE WITH RED TRACER :MC INTERMEDIATE METAL CONDUIT WLK WALK INP INPLACE YEL YELLOW INS. GR. INSULATED GROUND YLTA YELLOW LEFT TURN ARROW JB JUNCTION BOX YRTA YELLOW RIGHT TURN ARROW LED LIGHT EMITTING DIODE LHT LIGHT LUM LUMINAIRE MRAL PLAN LAYOUT dEOEND O CONTROLLER AND CABINET Q /ik LUMINAIRE NO. O I PUSHBUTTON STATION SOURCE OF POWER B POLE MOUNT SOURCE OF POWER PAD MOUNT 2 ■ PVC HANDHOLE WITH METAL COVER MAST ARM SIGNAL POLE WITH O _ OPTIONAL LUMINAIRE SHAFT EXTENSION AS NOTED S� t SIGNAL ASSEMBLY PEDESTAL MOUNT ,y. WOOD SERVICE POLE WITH WP f" OPTIONAL LUMINAIRE SHAFT AS NOTED O A INPLACE CONTROLLER AND CABINET INPLACE SOURCE OF POWER \ � C} � POLE MOUNT INPLACE SOURCE. OF POWER PAD MOUNT 2 ❑ INPLACE HANDHOLE NMC LOOP DETECTION (D INPLACE MAST ARM OR PEDESTAL >_ µ SIGNAL FACE WITH PLATE NO. BACKGROUND SHIELD F PEDESTRIAN INDICATION 0 SIGNAL PHASE AND FACE NUMBER 8123G _ 8126) EMERGENCY VEHICLE PRE- EMPTION { (EVP) ONE -WAY EMERGENCY VEHICLE PRE - EMPTION (EVP) ONE -WAY DETECTOR ONLY EMERGENCY VEHICLE PRE - EMPTION -f—) (EVP) ONE -WAY LIGHT ONLY INPLACE EMERGENCY VEHICLE PRE- EMPTION _ I EVP) ONE -WAY —W GROUND ROD —� SPLICE -p0 M- MICROWAVE DETECTION -♦,-N 5- SONIC DETECTION DOWN GUY WITH EXPANDING ANCHOR BM O BARREL MOUNTED SIGNAL PEDESTAL RIGID STEEL CONDUIT (RSC) NON- METALIC CONDUIT (NMC) ------------ INPLACE CONDUIT SPAN WIRE THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY TO THE TRAFFIC SIGNALS PORTION OF THIS PROJECT. STANDARD PLATES PLATE NO. PLATE DESCRIPTION ..........._...__...._ 8112E ............... ...................__........._ 8114k PEDESTAL FDUNDATION ............................_........_..........................................................._. .................__..._....._.. PVC HANDHOLE _ 8123G _ 8126) POLE AND MAST ARM AS SEMBLY POLE FOUNDATION a t, A A SHEE ay L'ceneac r.°feee:nna E,pinee: ..neer K D. R r.N �_l DiGNEO BY DerI . CONSULTING ABBREVIATION AND S GNA PLAN AYOUT LEGEND 30 Prig Name: .:ONATH AN .�. KP I;.G K ...._. ._:%:.K�I[!;..__. — .. No. "ECKeO °v T. H . 4 1 TRA 1 L cKD APrR ReV)s LCN _ .. .. ..... .. ..... rxer uo c. ae)ee GROUP, INC. OF ... \l2}T\hl- vu \Plw: \12J._sdD].dgr: n ..................._._. _. Lmcua. uC!8U C.— ND. g)g 7 O