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Home My WebLink About20070684 Ver 1_401 Application_20071207i Coulter ~ Jewell ~ ThamesPA 111 WEST MAIN STREET DURHAM, NORTH CAROLINA 27701 p919.682.0368 f919.688.6646 PlanniHy for the future. December 27, 2007 Cyndi Karoli Division of Water Quality 2321 Crabtree Blvd, Suite 250 Raleigh, NC 27604 7~ 3 ~ ~ ~.~. f 1 f~f~ ,,~, ~. °`~~ Art BRAe Re: Pre-Construction Notification for the American Tobacco Trail -Chatham County Dear Ms. Karoli: Per the request of Ian MacMillan, please find enclosed two courtesy copies of the Pre- Construction Notification for construction of the American Tobacco Trail in Chatham County. The project as designed by NCDOT consists of upgrading 4.68 miles of an existing railroad right of way to serve as a recreational trail. The Town of Cary will be administering the construction. Upon completion the project will be turned over to Chatham County for operation and maintenance. If you have any questions or require additional information please let me know. Sincerely, ~~ ~ ~ .~ Thomas R. Kagarise, P~ Project Engineer Coulter Jewell Thames, PA Enclosures E N G I N E E R I N G LAN D S U R V E Y I N G LANDSCAPE ARCH I T E C T U R E ., - " r ~r c ~ ;zoo? '~~'~ ., ~ /_ O `"~ 2 DENR - WAtFR QUALf /",~ ~v 1 1~ UA~fgpD.4AaX7S1'ORM1N~!~pRA~`d{;~ Office Use Only: Fonn Version March 05 USACE Action ID No. DWQ No. (lr any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ^ 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW 23 & 33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: X 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ^ II. Applicant Information Owner/Applicant Information Name: Joe Godfrey, Parks Planner Mailing Address: Town of Carv Parks, Recreation and Cultural Resources 316 North Academy Street Carv. NC 27513 Telephone Number: 919-462-3863 Fax Number: 919-469-4344 E-mail Address: joe. odfrey(c~townofcary.or;; 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: NA Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 5 of 14 .r.1~ III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: American Tobacco Trail -Chatham County 2. T.I.P. Project Number or State Project Number (NCDOT Only): E-2921F 3. Property Identification Number (Tax PIN): NC DOT Right of Way 4. Location County: Chatham Nearest Town: Cary Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): Project lies east of NC751 in Chatham County from the Durham County line to the Wake County line and is intersected by SR1731 (O'Kelly Chapel Rd), SR1732 (Pittard Sears Rd) and SR1733 (New Hope Church Rd). S. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): Northeast Creek 3 5.861667 °N 78.928056 °W Panther Creek 35.828611 °N 78.929722 °W Indian Creek 3 5.810000 °N 78.929444 °W 6. Property size (acres): 66.10 7. Name of nearest receiving body of water: Northeast Creek, Panther Creek and Indian Creek, all tributary to Jordan Lake. 8. River Basin: Cape Fear River Basin (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admirz/maps/.) Page 6 of 14 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site is an existing abandoned railroad right of way running from the Wake County line to the Durham County line for a distance of about 4.68 miles formerly serving the American Tobacco Company factory in Durham. There are no tracks or ties remaining, however there are two abandoned wooden trestles. Portions of the right of way are presently being used as a recreational trail. Adjoining land uses are predominately rural (wooded and agricultural including NCWRC Managed Lands with some large lot residential areas. 10. Describe the overall project in detail, including the type of equipment to be used: The project will consist of u rading the existing railbed and side ditches by minor r.~g and installin an improved 12' wide gavel surface from the existing trail at the Wake County end 5800 feet to New Hope Church Road and a combination 10' wide asphalt paved and 6' wide gravel trail from that point to the Durham Countv line. Failing and undersized storm drainage culverts will be upgraded and velocity dissipators added. The two existing wooden trestles will be fitted with new wooden superstructures to carry trail users across Northeast and Panther Creeks. No work will be performed on the substructures, nor will any disturbances be made to the streams. The proposed construction project will involve the following equipment: Dump trucks, tracked backhoes, rubber-tired backhoes and front end loaders, concrete trucks, asphalt paving machines, motorgraders and subgrade and asphalt compaction equipment. 11. Explain the purpose of the proposed work: The proposed trail will provide walking, biking_ equestrian opportunities for area residents. The trail will connect existing_portions of the American Tobacco Trail in Durham and Wake Counties. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. The project was issued a General Permit under Nationwide Permit Numbers 23 & 33 on June 19, 2007 iJSACE Action ID Number 2007-01706. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. There are no known future permit requests. Page 7 of 14 ~. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: - The only impact that this project will have is the replacement of the undersized, failing 160' of 2-54" CMP culverts at Station 42+74 (Indian Creek) with either 1-96" CMP or 2-72" CMP, both with concrete headwalls. To prevent scour approximately 20 LF of Class I rip rap will be placed at the discharge, of the pipe ~. This work is listed on the General Permit NWP 23 &33 already obtained for this project. The impact of this work will be reduced by using one of the existing 54" CMP's as a bypass during construction. 2. Individually list wetland impacts. Types of impacts include, but are not limited tc mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (uidicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) NA Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: 0.0 acres 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Page 8 of 14 Stream Impact Peremual or Average Impact Area of Number Stream Nanle Type of Impact Interniittent? Stream Width Length Impact (indicate on ma) Before Iin act (linear feet) (acres) Removal and replacement of the 160 LF in existing 2-54" 1 Indian Creek CN1P's with 1-96" " perennial In existing culverts ~ 0 0.0 CN1P or 2-72 CMP's and culvert. increase in installation of length. concrete headwalls. Installation of rip rap velocity 2 Indian Creek dissipator for work peremual 24' (Top of 20' 0 01 described in banks) . Stream Impact Number 1 Total Stream Impact (by length and acreage) 20 0.01 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation. dred~in~_ floodin~_ drainaee_ bulkheads, etc. Open Water Impact Site Nwnber (indicate on map) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) NA Total Open Water hnpact (acres) 6. List the cumulative impact to all Waters ~fthe iJ S resulting fmm the »rniecr• Stream Impact (acres): 0.01 Wetland Impact (acres): 0.00 O en Water Im act (acres): 0.00 Total Impact to Waters of the U. S. (acres) 0.01 Total Stream Im act (linear feet): 20 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes X No Page 9 of 14 Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): .Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The existine culverts are located in an existing embankment that was constructed with the railroad approximately 100 years ago. These culverts are failing due to their age and are undersized due to upstream development As such, the culverts must be replaced to prevent undermining and failure of the embankment The construction will be phased using one of the existing 54" culverts as a bXpass until a new culvert is in place to accept the flow By utilizing- ~the existing culvert, stream relocation will not be required, thus eliminating that impact VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable Page 10 of 14 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ^ No X 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B ..0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ^ No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (s uare feet) Multiplier Required Mitigation 1 ~ 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss Stormwater controls proposed in order to protect surface waters and wetlands downstream from Page 12 of 14 the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total-proposed impervious level. While none. of the existing trail is paved, the surface of the railbed consists of varying amounts of residual ballast and compacted subgrade from use by walkers, bicyclers and equestrians. This will be replaced by 4.25 acres of asphalt and 4.14 acres of granite screenings over its 4.68 mile len t~h. Impervious surface due to asphalt will be 4.25/66.10=6.43%. The area of screenings will be 4.14/66.10=6.26%. To reduce runoff 4-5' grassed shoulders will be constructed along the entire trail. Ditch sections will be improved and stabilized using~rass with jute or curled wood matting as appropriate. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No X Is this an after-the-fact permit application? Yes ^ ' No X XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ^ No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2~,_enr_state,nc_uslncwctlands. If no, please provide a short narrative description: The project is for improvements to an existing passive recreation facility and will not result in additional development. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). NA Page 13 of 14 rZ/~~/off V Applicant/A,~nt'ignature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) ~'aw u aF c~4'~ ~ ~~~K~S ~L~viv~Je Page 14 of 14 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID: 2007-01706 TIP No: E-2921F State Project No: 8.235240 GENERAL PERMIT (REGIONAL AND NATIONWIDE) ` Applicant: North Carolina Department of Transportation Address: Gregory J. Thorpe, Ph.D. Environmental Management Director Project Development and Environmental Analysis 1598 Mail Service Center Raleigh, North Carolina 27699-1548 Telephone Number: (910) 733-3141 F~ECEi~fE~ JUN 25 2007 co u $p~lOpl~t}~~yq'AYS PDEA•OFFICE OF.NAT~RAL ENVIRONMENT Size and Location of project (waterway, road name/number, town, etc.): 160 linear feet of 96-inch CMP culvert with headwall or 160 linear feet of twin 72-inch CMP with headwall and 20 linear feet of Class Irip-rap in Indian Creek at centerline station 42+74 on American Tobacco Trail in Chatham County, North Carolina. Description of Activity: To replace 160 linear feet of existing twin 54-inch CMP culvert with either 160 linear feet of 96-inch CMP culvert with headwall or twin 72-inch CMP culvert with headwall Approximately 20 linear feet of class I rip-rap is to be placed at the downstream end of the culvert for scour protection. Temporary diversion will be accomplished by the use of temporary diversion structures, the use of one of the existing 54inch culverts and phased construction. Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344) Section 10 (River and Harbor Act of 1899) Authorization: 23&33 Nationwide Permit Number Regional General Permit Number Your work is authorized by this Regional General (RGP) or Nationwide (NWP) Permit provided it is accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919) 7331786 Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the RGP or NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. This verification will remain valid until 19 June 2009 unless the nationwide authorization is modified, reissued or revoked. If, prior to 19 June 2009 the nationwide permit authorization is reissued and/or modified, this verification will remain valid until 19 June 2009, provided it complies with all modifications. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are un~r construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is Action ID: 2007-01706 TIP No: E-2921F State Project No: 8:2352401 County: Chatham GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorizeion. If there are any questions regarding this authorization or any of the conditions of the RGP or NWP, please contact the Corps Regulatory Official specified below. Date 19 June 2007 ~2^~~s~ Corps Regulatory Official Richard K. S encer Telephone No. (910) 251-4172 CF: Art King, NCDOT Div 8 John Hennessy, NCDWQ ,~ 2 r _ I i ~ o ~ ~ 1 n ~_ ~ '~ ~~ . .. r~ ~- e ~ ~_- ~"~ , _ ~ ., , ~~ ~ ~ ~ --~, ~ ' ~ ~ ~ n, Z ~ ~ --T-~ ~ ~, ~ ~~ 1 _ ~ ~~~ ~ ~~ ~~ ~- ~~ /: ))) l '` ~ -~~~~ Ill ~ ~ S ~ ./ ~ ~ ~ ~ ~ ~ ~~~ ~~ ~~. 1~ ~~~~o ~',~; ~ ~~. ~~~~~~ .0 ~ - ~ ~ ~ (~. • ~~~~ c~~ ~ ~ `L ~, ,~ ~ ~i~ ~- ~, fie". ~ ) ~ l~ ~r~~~~ l , ~ ~,~ ~, -` ~~~ ~~~ - 1 1 ,C „ ~. %. . ~ ,~ _.: _ ;,, l ~~ / s„ ~ _ 8 '~ ~ ~- -' > i ~ 1 ~-l P ~_ - i ' V~~~ _.. ~ ~Y. i \1 /-- . 4n ~" 1 ~,.- ~ ~ ~~~ i a\ . _ // ~~ ~ I ~L / /~ I i . ~ l ~~ ~~ / ~N~ !~ ~~ i ~,,~ i _~' , eJ~..'~ r ~~ _ ' F ..: 111 ~ ~ ~~~ ~ ~- { Alin, ~ ~: .- ' / ~ ~~ S ~J ., ~dl~ .~ ~~ 9ILi _ ~ ~ ~ ~;.., ~~ ~ ~~II ~ ~ ~-- , ~~ , ~ ~ - ,. LE \ ~\ '~~ r _ 1 ~, (' ~ ~ii~ l l 11 i ,, v ;~ r s ~, ~ _ ~ ( ,, ,. r .. _~,,, ~- i ~ i ~~/ ~ , ~l ~~ 1 ~_ ~ i _ ~~ ~ - ~_ ~ S ~~/ ~ L ~ " ~i ~~ ~ ~ ~ - ~ _, / ~l -._ I _ [ ~ - ~ ~ - `~ ~ ~~, ;e~ -~ ~ ~ , ~ ~~~ --~~-- ~~ n~ , / ,~~.: ~ ~ ~~ ~. 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S _ ~ ~ 'off ~J ' r i ~~ / ter. 1 \o I ~ - ~ 7 r_' i i ~ U ~ _ Il I ~ ~ ^ 1 ,. ' ` \ / / 11~ i ~` C _~% `o\\ I may/ i ~ ~ i ~ / . ~, ~ D ;,~ , / , ~ ~ ~ ~ _ ~. .' ' ~ ~. i ~ i ~y~y t II ~~ ~ ~. i A I'. ~ ~ //~ '~~ ~ ~ ~ I~/i V"~~ ~' _. 1( ~. ~' i ~ ~~/~ ~ ~ ~~ ~ k \ ,~ // 0, i ./ I ~ ~~~ a,' ,.. i __ ~ - -I - 11 - ~ T i ~ ~ ~ i ~ _ _ - ~ ~ i : ' -~ ~ 0~ ~ ~ W _ ~ _ ? x _. ~. A I ~ ~ i i ~ ~~ ~~ 1A _ _1L1.._.._ ~~ _ - _ - ~L -.-_ ~--- - --_- - - " _ ii' -T K' ~` - ~ ~ ~ ~ ~ ~~ ~~ ~ ~~ Iii II ~ I ~ ( 1 ~ ~ I , ~ , _ / p ~~ -=' n ~~ ~ ~_ ~ J tde !~" ~(/dd o ' I ;~ ~ ~ ? ~ ~ ~ ~ _ i ' (, ez ~ ~ / it li _ . ~, ,. .~ ~ li i. J° JP ~`~ • ~ ~. _ ~ ti 0 i I ~- ~~ ~.~' ~, -'" -_ ~" l ~ ~~~~ ~~ i~ ~ !'~,i~( if ~~~. ~ / irn ~ ~~. ~~ . , i ~ ~ 4~ II / I ~, ~- ~~, ~ {I i ~ `Ki da V ~~ ~_, , f "'--~~~/// ~/ ~ ~ i,,~_ ~ ~ ~ ,. .. ,, ~ u ~II ` `~. ~ ~ ~ ~ l~ i~h ~ ( ,. ' - ' ~ ~ ~~ ~~ ~~,' i i i i 1 4 .~ I i `y' END PROJECT E-2921F DURHAM CO. .._-T r' j ~-% kih*. ~ ~ G~eg~ ~ ~ o ti. ' ~~ I I ~k ~ l '~ kelyC ~ I CHATHA~h CO. - ha ~ a ~ eiRa C RY o a A 3~ 0 ~ 4 ~' 0~ echo. ~~ / ~~ ;~~~ 6J' 11 ~ JS ~ ~ll d 7 ~l//~~L Y4~ `LJd 11~~1 ~1//~1LA ~ e~ I~IE~~E~~~1~~~ ~~~~~~C~~~~°IC']I~~~'~ CHATHAM COUNTY LDCATI011t:FROM WAKE-CHATHAM COUNTY LINE TO CHATHAM DURHAM COUNTY LINE TYPE DF WORK GRADING, PAVING, STRUCTURES, DRAINAGE ~ SIGNAGE ,~> i1 WAKE CO. ~1 ':r N w •~ i o N N m M m n ®a d Z Q ~.' P end u VICINITY MAP J '~•----- - ~oQ~ a ,; ~~ .~, BEGIN PROJECT E-2921F ATT ,~~ ~. STA. 10 + 00 5 _ _ 6 - __. ______ - , - ~ ~ 9 --~ - - ___ ;. _ a __ ~~ j o -- --~ ~ ~" __- I , -' ; ~t _;, ~~,_ r ~ ~ co~~~~ ~ ~~ Q ~ `~ ~(~ A rn "~ i Beg. Br. 111+68.43 BRIDGE End Br. 113+25.25 --- 12 r - 11 ~~___ ` ;, 13 _ ~i - ___ _ -_. 14'. o -~~-- ~ ~_ ~-_-~~, -- - -. im _ -- v _ ~ ~~' r END PROJECT as STA. 256+93.98 ~,' 26;%_ ~~ X BRIDGE . Br. 233+89.; __ 23 ~? - ~ ~,,` _ -- ~' 15 ~' t - ~.: ___- ~ _.~ 18 , , _ 2b ~ ~` ~ - ~ ?~~----__ 21, j ~_ _I 19 _ -25~' ~' ~j -' 24 ji'~ //./ End Br. 235+60.44 GRAPHIC SCALES 20 0 20 40 ti~.~u„~-.~~ PLANS 20 0 20 40 ~~ PROFILE (HORIZONTALI 2 0 2 4 PROFILE (VERTICALI AL SIG1w~hN°~~ BICYCLE FACILITY DESIGN ENGINEER of ~u:iy.'~'°', s~, .~~; . *411E iT ' ;}+~~ I ! P.L. SIGNATURE: PROJECT LENGTH TRAIL: 24693.98 FEET /4.68 MILES DESIGN DATA V = 20 MPH 2006 SPECIFICATIONS ~ ~.~itv>is>ton or cycle ~& ~'" pedestrian ~ ` ransportatior. THOMAS P. NORMAN DIRECTOR PROJECT AEfEAENCE N0. SHEET NC. -I ~ PAVEMENT SCHEDULE G PRDP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE. TYPE SF 9. SA. AT AN AVERAGE RATE OF 112 LBS. PER SD. YD. IN EACH OF TWO LAYERS. ~ PROP. 6" AGGREGATE BASE COURSE: P PRIME COAT AT THE RATE OF 0.35 GAL. PER SD. YD. T EARTH MATERIAL ~ 5" GRANITE SCREENING 1/~ 2" GRANITE SCREENING NOTE: ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. USE TYPICAL SECTION N0.1 AT THE FOLLOWING LOCATIONS FROM STA. 10 + 00 TO STA. 68 + 00 5' 10' 6' 4' POINT 1/2°/FT. 1/4'/FT. ~- 1/4"/FT. -~ ~~IS~ m a GRADE TO THIS LINE TYPICAL SECTION N0.2 1/2°/FT, -~ ~xI ST ~~IS~ . USE TYPICAL SECTION N0.2 AT THE FOLLOWING LOCATIONS FROM STA. 68+22 TO STA. 111 +68 FROM STA. 113+25 TO STA. 136+48 FROM STA. 136 + 68 TO STA. 179 + 40 FROM STA. 179 + 60 TO STA. 233 + 90 FROM STA. 235 + 60 TO STA. 256 + 94 COMPACTED SUBGRADE TYPICAL SECTION N0.1 m 1' a i 4 m N ° N i - m c v i I a+ L L C a V 0 .o a ~_ UM ~ Um VN CN 0 0~ ' N U2 _, s~¢ oa ~ NCN i 'a~ ' ' °n` N~ C i Nm~ PROJECT REFERENCE N0. SHEET NO. C .7A RIP RR NDTES: ALL CONCRETE TO BE CLASS "A". ALL REINFORCING STEEL SHALL BE ASTMA615•GAADE 60. ALL REINFORCING STEEL SHALL BE DEFORMED BARB. WHERE SPLICING OF AEINFORCMENT IS NECESSARY, BARS ARE TO BE LAPPED 45 DIAMETERS. ALL DIMENSIONS RELATIVE TO 'REINFORCEMENT ARE TO CENTERS OF BARS, THE FOOTING, CURTAIN WALL AND 4" OF WALL ARE TO BE POURED IN ONE OPERATION ALLOWING NO TIME FOR INITIAL SET TO TAKE PLACE BETWEEN THEM. THE REMAINING WALL SHALL THEN BE POURED IN ONE OPERATION. ALL EXPOSED CORNERS AAE TO BE CHAMFERED 1". 3" DIAMETER DRAINS SHALL BE PLACED IN WALL AS SHOWN AND BE 6" ABOVE NORMAL FLOW LINE. ALL MATERIAL AND WORKMANSHIP AS PER N.C.DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. THE EXTRA BARS ARE PROVIDED FOA HOLDING REINFORCING STEEL IN CORRECT POSITION IN WING. BPLL OF MATERIAL FOR SNOW'"Ifd: VF, STEEL 2 PIPES -~ PIPE; SIZE 'LENGTH N0. WT,- N0. WT Z2 #4 4'- 1" 4 11 ~ 11 Z3 #5 4' - 5" ~7 32 7 32 Nl #4 3' - 5" 11 25 11 Z5 N2 #5 3' -11" 23 94 29 11 B Vl #4 3'-10" 7 18 7 18 VZ #4 4''- 6" 4 12 4 12 V3 #4 5' - 1" 5 17 5 i 7 V4 #4 5' - 8" 4 15 4 15 V5 #4 65- 3" 3 13 3 13 V6 #4 ~ 7' - 3" 1 B 87 27 131 N4 #4 8' - 0" Z 11 2 1 l - G2 ' #7 28':- 6" 2 117 G3 #7 ` 22' - 1" 4 185 Tl #4 2' - 6" 114 . 190 172 287 T3 #4 17' - 5" 12 140 T4 #4 24' - 8" 12 198 T5 #4 ~5' - 3" 3 11 3 11 T6 #4 10' = 0" 3 20 3 20 Bl #4 6'- 6'" 16 69 24 104 LBS. 1003 ~ _ 1329 . YOS, 14, 3 18, 6 l.. YDS. 13.,3 17..1 PROJECT SERVICES UNIT ~DARDS AND SPECIAL DESIGN e 919.250-4128 FAX 919-250-4i19 DETAIL OF REINFORCED CONCRETE ENDWALL FOR 72" DIAMETER PIPE-45°SKEW ORIGINAL BY: DATE: __ MODIFIED BY: ~ 1 GATE: ~~~07 21 0i2111Oi CHECKED BY: ATE:~RZ FILE SPEC.: a ailslnbMtgenplishl~ytlral72e~dxal 45sk.dpn c rn 9 -~ a,~^ m~' PN /N ~o aw Mad ~m -r oaa °~ Nn ~q ~'r OiY L o~ \~ WING PLAN SHOWING REINFORCEMENT N U N N m a 2'O m 14'-3" H 1'-f0~" S'-3" N1 4'-6" H2 rrN-r BARS ~-y-A i ~ 17'-3„ I ~ r 4-518"fbars,G I ELEVATION OF WINGS SHOWING flEINFOf1f~MENT 3'-6" Z A: 3' 3" Z1 O z z z 2'•11" Z2 J~/~ - - ti ~ a 5' 6.. H3 6'•A M "~ Av 3'-3" H4 I ~ i 1'-6" H5 1'-6" '~ nHn BARS rrNrr BARS rrZ" BARS "H", "N", d "Z" BAfl DIMENSIONS ARE OUT TO OUT. DESIGN DATA ux"Ae xtra V Specifications A.A.S.H.T.O. X1977) Steel in tension 20,000 LBS. PER SO.IN. Concrete in compression 1,200 LBS, PER SO.IN. Shear Class 'AA" Concrete SEE A.A.S,H.T.O. Equiv. fluid pressure of earth 30 LBS.PER CU. FT. tO" extra V-~~~~ H ~-IPIf'-- V bars; 2" °,' B„ ~ 1'-1t„ a ~ r~ ~ PROJECT REFERENCE N0. NOTES: ALL CONCRETE TO BE CLASS "A". ALL REINFORCING STEEL SHALL BE ASTMA615•GAADE 60. ALL REINFORCING STEEL SHALL BE DEFORMED BRAS. WHERE SPLICING OF AEINFORCMENT IS NECESSARY, BARS AAE TO BE LAPPED 45 DIAMETERS. ALL DIMENSIONS RELATIVE TO REINFORCEMENT ARE TO CENTERS OF BARS. THE FOOTING, CURTAIN WALL AND 4" OF WALL ARE TO BE POURED IN ONE OPERATION ALLOWING NO TIME FOA INITIAL SET TO TAKE PLACE BETWEEN THEN. THE REMAINING WALL SHALL THEN BE POURED IN ONE OPERATION. ALL EXPOSED CORNERS ARE TO BE CHAMFERED 1". 3" DIAMETER DRAINS SHALL BE PLACED IN WALL AS SHOWN AND BE 6" ABOUE NORMAL FLOW LINE. ALL MATERIAL AND WORKMANSHIP AS PER N.C.DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. THE EXTRA BARS ARE PROVIDED FOR HOLDING REINFORCING STEEL IN CORRECT POSITION IN WING. BILL OF MAT ERIAL FOR_ END WALL REINF. STEEL 1 PIPE BAR SIZE LENGTH NO. N:IGm B #4 T-0" 8 37 G #5 16'-9" 4 70 H #4 16'-3" 7 76 Hi #a 10'-3" 3 21 H2 #4 6'-6" 1 4 H3 #4 7'-6" 7 35 H4 #4 5'-3" 3 11 H5 #4 3'-6" 1 2 N #6 5'-D" 15 113 N1 #5 4'-6" 6 28 N2 #4 4'-1" 5 14 T #4 12'-0" 3 24 T1 #4 5'-6" 3 11 T2 #4 2'-9" 4 7 T3 #4 21'-6" 6 86 V #4 7'-6" 5 25 V1 #4 6`-9" 3 14 V2 #4 5'-6" 10 37 V3 #4 4`-6" 8 24 V4 #4 B`-6" 8 45 Z #6 4'-9" 7 50 Z1 #5 4'-6" 6 28 Z2 #4 4'-2" 5 14 REINF. STEEL LBS. 776 CON.IA.C. CU. YDS. 11.9 NOT TO SCALE SHEET N0. PROJECT SERVICES UNIT STANDARDS AND SPECIAL DESIGN Office 919-250-4128 FAX 919-250-4119 ADETAIL OF REINFORCED o CONCRETE ENDWALL FOR 96 DIAMETER PIPE•45 1i 35 SI~W ORIGINAL BY: DATE: MODIFIED BY: rnbritt DATE: 03114107__ CHECKED BY: DATE: FTI F SPEC tletaIIsln6rittlenulishlhydrol9Eentlwal145sk.tltfn _ I I ~ i -~-A i END ELEVATION nrnrrnAi n n PROJECT REFERENCE NO. SHEET NO. - - E2921F Air 4 PNP SHEET NO. fACILTDES DESIGN HYDRAULICS ENGINEER •fVf?jNlEER ��p��mmn4j `•10 CARO..'. ,�oe�H CAROZ%, FSS16;yH9•"'•. REMOVE ANY HIGH SPOTS IN EXISTING \ ?��oFESSjplr'�y.ta9SCALa:= o DITCHES TO MAINTAIN DRAINAGE, DITCH SLOPE LEFT = 1.08'/. SEAL -' ° , 6 i•'a: AS DIRECTED BY THE ENGINEER _ jLC�o . rGiNE••'�P��c STATION 12+50 TO 21+50 Pt Stu 18+82.98., G4, SEE CROSS-SECTIONS D = 0. 44' 34.43" (RT) l D% d D = 1'54'3 qj 5.49 _ N N n L = 38.90 1 T = 19.45 R = 3,000.00 0 o d i V) unc reel 4 r l _ ... xlsnm� Fcltl - - - 7 O POT Sta. tOr00.00 F O - - ,-- - - - - -- -. _ r f O F U 33' 07F28.8'W ? s3 i 45.7"H'- - - - -- - - - - - - 3z 4i ?L3 iT C IV C V 6J' 17' 08.2' W - - - - 33 rG �H.4' W_ (V r�,.�,�___-,_ ____.!/ -.-N _c,.: s+.. :- r'=,a._ �^-r �; +-rz--- _� �:�„ to ,-� .h. - s .. __- .. sF F F % - - - - --F-- - - --- - -- ----- - - - - - -- - -- --- - - s ,} \\ �\ 1} f, i •U �v E%IST.r+C � I F /n DATUM DESCRIPTION --- ---- .--- ----- -- -- ----------- � N Rt Oto 20-f59.96 �.\ \ BEGIN PROJECT -��`/F ATT THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT PI Sia t5+99.99 C. = 0.40' 2.5.98 ILC / /T p/ S BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY = 0 21' S7.2i"(LT) W �Z D = %54'35.49" n i STATION / 1 IOLV /0 1 00=00 NCOOT FOR MONUMENT +'E2921F-4" D = l° 08' 45.30" + _35.28I N 9 T WITH NAD 1983/2001(CORS) STATE PLANE GRID COORDINATES OF L = 3/.45 , W �U T = o �' y9 4'H1GH SAFETY fEIJCE (CNAINUNK FENCE) NORTHING: 152276.420(ft) FASTING: 2021357.6140tft1 T = 15.72 w w R 3,000.00 a \y R = 5,000.00 ALL SAFETY FENCE TO BE FIELD LOCATED BY THE ENGINEER THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT N �' (GROUND TO GRID) IS: 0.99991306 ----- ---- U, SAFELY FENCE SHALL BE VINYL COATED AND SHALL NOT HAVE IV �% Am snu+P EDGES oN rnE TOP suRFrcE THE N.C. LAMBERT GRiD BEARING AND \T\ - APPROXIMATE WANTRYOFCBArmaNk SAFETY FENCE =152W F LOCALIZED HORIZONTAL GROUND DISTANCE FROM APPROXIMATE OOFNTITY OF UNE POSTS - 1264 EA APPROXIMATE OUANTRYOF TERMINAL POSTS - 55 EA E2921F-4" TO -L- STATION 10+00.00 IS CONTRACTOR WILL BE PAD PER XTBALOUANTRY INBTAU£O 5551.9958 N 4` 29' 25.93" W DITCH SLOPE RIGHT = 1.037 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 STATION 12+50 TO 21+50 SEE CROSS-SECTIONS • �, -, r ... , �-1-- y , , . r h .. r � .-, . i : :. rl . h -I r �-, i �- -Y--' r- t -1 +' '�{� -•i 1 1 _ t.. _ { _ _ �-J..i... I _ l + .. 4 -iJ7 r, -., :,: , r tl I ,r , I _. _ -._ T _ a I r r n rt I r . � I ' 7: r , ':-' .'�-f-,-1- , :_ r-{-_}_ ,. 1 ,..,_.�. 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FESS/p s'% a 9• o-refvcrek,;>euEr,t ST LOPE LEFT:.1re. =4 SEAL ATIo - -- --- SEE N 8 O d SEAL • z 196 L ---�— -- �_ L CROSS-SSO 0 ,_.._T--------_.__ ECT/ONS ''.'G'�'gINEE.-J'c�.`' E • s _ }�1.y� ' �4i�AQ•A.SQ��nl° �'Annl✓v( b� - " I ' C' F C N 18' l0' 5/.7" 4V I , 5ulL- -- - - - _- --- -_� � 0 3 6 5 4.0 tv 3 I 30 ,_ _ �- _ ;r`" - _ . - — - - -- - - - LASS BRIP-RAP �i'- 17 S. FINER BRAP ABRIC w C� - /� r � �I � Pl Sto 24174.25 , vt N N, = 12' 26' 02.24" (RT) v r Pl Sto 21+81.9/ D = 3'22'13 .22" ( o p = 2'50' 43.28" (RT) O co D = 1'21' 51.07'T 18�a02 L = 208.58 R = 1,700.00 104.31 -- - .- \ I\ i R_ 4,20,200.00 I, -i 4' HIGH SAFETY FENCE (CPIAINLINK FENCE) \ Lij All SAFETY FENCE TO BE FIELD LOCATED & THE ENGINEER All SAFETY FENCE SH V/NYL COATED AND SHALL NOT HAVE ANY SHARP ECGES ON THE TOP SURFACE APPROXIMATE OON/TITY OF CHNNLNK SAFETY FENCE = 15200 LF APPAOXNATE WANTTTY OF LINE POSTS - 1264 EA APPROXIMATE GTNITTTY OF TERMINAL POSTS - 55 EA CONTRACTOR WILL BE PAID PER ACTUK WAN'THY INSTALLED 21+00 22+00 23+00 26+00 27+00 _ `- �� 6- — V o In ick i; PI Sto 28+05.16 ill PROJECT REFERENCE NO. SHEET NO. E2921F ATT p = 5' 38' 10.20' (R ) 5 IVW SHEET NO. FACILITIES DESIGN ENGINEER .nm HYDRAULICS ENGINEER ^�Nruonrrq�. CA N �+ * .-* CAROB%O c°v��jOE SS,pN.;'q�'�a (n DITCEI S .?.. FESS/p s'% a 9• o-refvcrek,;>euEr,t ST LOPE LEFT:.1re. =4 SEAL ATIo - -- --- SEE N 8 O d SEAL • z 196 L ---�— -- �_ L CROSS-SSO 0 ,_.._T--------_.__ ECT/ONS ''.'G'�'gINEE.-J'c�.`' E • s _ }�1.y� ' �4i�AQ•A.SQ��nl° �'Annl✓v( b� - " I ' C' F C N 18' l0' 5/.7" 4V I , 5ulL- -- - - - _- --- -_� � 0 3 6 5 4.0 tv 3 I 30 ,_ _ �- _ ;r`" - _ . - — - - -- - - - LASS BRIP-RAP �i'- 17 S. FINER BRAP ABRIC w C� - /� r � �I � Pl Sto 24174.25 , vt N N, = 12' 26' 02.24" (RT) v r Pl Sto 21+81.9/ D = 3'22'13 .22" ( o p = 2'50' 43.28" (RT) O co D = 1'21' 51.07'T 18�a02 L = 208.58 R = 1,700.00 104.31 -- - .- \ I\ i R_ 4,20,200.00 I, -i 4' HIGH SAFETY FENCE (CPIAINLINK FENCE) \ Lij All SAFETY FENCE TO BE FIELD LOCATED & THE ENGINEER All SAFETY FENCE SH V/NYL COATED AND SHALL NOT HAVE ANY SHARP ECGES ON THE TOP SURFACE APPROXIMATE OON/TITY OF CHNNLNK SAFETY FENCE = 15200 LF APPAOXNATE WANTTTY OF LINE POSTS - 1264 EA APPROXIMATE GTNITTTY OF TERMINAL POSTS - 55 EA CONTRACTOR WILL BE PAID PER ACTUK WAN'THY INSTALLED 21+00 22+00 23+00 26+00 27+00 _ `- �� 6- — V o In ick i; PI Sto 28+05.16 PI Sto 29+89.36 P1 Sto 30+94.66 /�, = 7.54' 18.64" (RT) L = 2.25' 13.67" (RT) p = 5' 38' 10.20' (R ) D =' 5-02'21.14" D = 3'49'10.99" D = 5' 43' 46.48" L = 156.87 L = 63.37 L = 98.37 T = 78.56 T = 31.69 T = 49.22 R = 1037.00 R = 1.500.00 R = ).000.00 DITCH SLOPE RIGHT=O.r•l STATION 22+50 TO 31+50 SEE CROSS-SECTIONS ME 28+00 29+00 I. l +�IIt f i �+ } + i } t' t t +' I i C :!i! 1h; I it II II l �tll ,I; 30+00 31+00 t 1310 :_ Ir I I I, 1300 I f t , 290 _ I � 32+00 P ~~ ! PROJECT P,EFERENCE NO. SHEET NO. P ~~~' ~~~~~~ E2921F ATT _6 ~ ~ ~~ )ob 9 PnwEmES o~iGN Er No. HroR,wua f~ ~qj ENGWEER ENGINEER PRO1ECr REFERENCE N0. SHEET NO. E2921F ATT 7 AAV SHEEP NO. fApN11F5 DESIGN NYDRAl1rICS ENGINEER ENGINEER prO04ryr ...... to / O :~t~~~OFESS%/~1~y~~9 ~ i••'i'<c:;i;:;,~t+~~''' ~4? Yt 'N r, ,iJ1,i. 2 ~ ` ~ ~~ ¢}~. F ~7 y / to .~ v ~ ~4r,}C; ~~,; ~•°•~ ~' ~~ " o / N ~ o ~ C~p .r." ~~ AR A. . r,a ,' "rn~ a •, ~ d - // CLASS I RIP-RA ~ 76 TONS CL 1 RIP-W1P rxinlulc IvH p ~ in ° ~ F~ o Q ~ - ~ tr --- ~---' _ ~ - - ~ w ._ P x'156'3:1: H --- -- i ---- c~~>` ~Approx.20 Lx 20-Ft. ~ ,~ ~ ~ ~ ~ 12 LRO -SM(, E SEbIG:I ~ DB 349 PG 219 = ~ Q ~ M ~' , ~<~ gpprox20-ft x'?-Y(~aJ A/ O ~ FI? TONS CL RIP-RAF ON BAN~h ~ Lalsnrrc e/ 0. ~ r ffr--[-- - - - --- -- - --- - W/15 S.Y.FIL ER FA9RIC -- ---------- a~ ~~ 0 ~o ANV6RT=270.8' ~ ~ d•}x33 F N _9" E IJ E''4' (T L7 E N 51G' 05.0" E / _ _ _ _ O 0. ~ -- _-- - r ~ ~ N 9'16'3.9'C f _ _ - - __ ~~ A - -- ~ EY.ISTING R/lV 9 O --- -- --- - - ~ + ! ~ ~ ~N 8' 46' 20 5 t ~ ~ ~ a - ~~ ~ ~~~ I .5z. -1 __-_.. __ .._ __.___ _ - _- C ~- _ _.__+-°~''c+cr_-_rr-a_.~1-~a~+'~i~~1. u_r~i_r' v .___Snn -- - ra F ~_ __ ._ ___ r ~_ ~ is 1 __ _-..~, i, --- _ ~__ - -._ -.-_ --_ ._- J ~ s ~ +- ~~ to a ~o le I t r s (~ IN r ~L Fn L a~ o u Ex~r JG ~gmEW~ } ~ v, C~ EY.SrinL a/VI / ~. t EM5JING fi/N 1 I -~ E8ISTUJG a/~ 4'NIGH SAFETY FENCE (CHAiNLlNK FENCEJ ~1 °i - al SaFE1Y FENCE i0 BE FIECO tCCATEO by THE fA'CM'EEfl _ ~ '~ - 0.1 SAEETY FENCE SHALL BE VINYC LOQ£0 A'1D SNNL NpT Hm/E ~~ an SHA'JP EWES 0.4 THE TOP $URFAC + N - APPFDXWATE p/AA'IIlY OF CHaN'JNR SAFETY FENCE =15200 fF - /JPhOXIMATE OUAM17RY DF UN£ POSTS = 126lEA +~~- ~ h - APPROXIMATE gIA4IflY a< i£RMII,AL PoS7S = 55 EA { - CDYlRACTOR rlut 8E PND PER ACTUa. 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I I. ..-,. -1' 'I. .~C ' .. _: - I..~., 11 ~Il: .ii 1t Ii r I' . - --( 111 I i 11 :_II -,- _ II 1: f : t!C i I ,I II rt. ..1 .1 -,..I I I 1- r.l. 11 -1 :, l L . ~11'~ 'I . j; . I I . :II _C. I. I: I..,. .1 . 7 :l __ _ 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 PROIELT REFERENCE N0. SHEET N0. E2921f ATT _ 8 RM' SHEET NO. FACIlfDES DESIGN HYDRAULICS ENGINEER 'GINNER vpnmr~„++ a`'SNCAROJ~^n, N , 0. CA / I,, ~, p o4..,,., / 9c, \~p'{'Op ~ ••`~°`NE53 D~H'I,, ~cC 4SSIOiq(: . os ~ _ % ;~o~ o`. 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FACILITIES DESIGN iH __...__. --- HYDRAULICS ENGINEER ENGINEER ,�pWuph4 AR 0 ?..'FESS /p.,q0� pE N° ch Q, 'gyps': 'a % / - SEAL / .t n 0 � 5966 ' V" :o INE Pio;: A. 1 P! Sto 65+55.42 / L . y // / 4' HlGN SAFETY ENCS (CHA NLIPl,K FENCE; — - - -- -- - - -- _ !° 5/' 11.31" D ! 08' 45.30 _ i/ as - AND SHALL NOT HAv 1p J �' /� \, SAFETY FCINCEE SHALL BE'EVIN(L�COATEO� THEE ENGINEER E N ALL SAFETY TO 6E NG1N L - 16/.72 / ^� / // /�� _ N SHARP EDGES ON THE TOP SURFACE T = 80.87 APPROXIMATE OUAW7 OF CHArNUNX SAFETY FENCE- 15200 LF R = 5,000.00 L) c' Q j i' r ARPROXIMATE WM7RY OF UNE POSTS = 1,054 EA _ -_ E / / /' (7 \ - APFROXIMATE OUANTRY OF TERMINAL POSTS - 55 EA C � \ � - ACTOR L B D P � 0 "'A.:I -TSE 1 /L N Y / r \X Ex Slrl. I_/\W__.1 � ko TRACT 1105 -E -I _._----t -- DB X51 PG . _ - LEA - - - — - _ ii / OLI _ - �E0 � _ � CLEAN TPN. O rY 2- _ _ + I } r, i PROVIDE lJ' 45Y'HALT /f � Lj�% i ___------- EXISI ING F/ V _ - - _ TURNOUT FpR TRAIL / "EE TRAFFIC NTROL AND u •r/ _ �'- -Y -- _ - F ! /� PAVEMENT MARNG PLANS _ ��`jQ FOR CRSb'AND ON _ - _ J 1`• _ __ __ _ _ _ _ r� -Z,.. _ • h T,54•� - - i"/,-,/ PAVEMENTOMWa4l,C/NG DEraLSTER P V) •,r.. C ^'�-_ /// / CNP y C. -.--.--- - _ _ L_ ----- _ IJ - - J r- r _,rti Yr.= - PRET If! _ _ - _ _. a4 /6,'"' c .: - -,, T u'. ',1- , CLAS C F TT _ - ct o IP �P O SURFACE ATT 5 -- - -- _ - - - F _ _ - .. - ._ _ ✓ Y. Fll 7 ['R FABRIRAP o - Rt".M E AND RESET EXISRNG GATE - - - - _ _ rIr e- PER XT DIREcrroN nND E.;a° -/-'- -- ---- - --- - -- -= ---==-=----- -- -- ----- v Sto 74+,/91 t r 0 _ .Pk0✓ID EXTRA WOODEN BACCARDS J' CMP/ TURNOUT FOR TRAIL -�. I PI AS- AR'/.PLANT GATE ASSEMBLY/ /.-1 /,•�- - PROVIDE �5 B 15'ASPHAfT C o G 13.32„(LTJ i55 8 8 I L - 2 28 50 /- IL7 J I! 1 1 w1rH r cc IORZED Pavr _' u v'''} } RETAIN 5P 53.24' 1 Sto 70+87.45 1 �e- _ FP - 261.13 _ --BIP_-1tAR _ = 5.43' c — c R rPO TONS Cl 8 RIP -RAP �ISnWI R/w D - 5° 43' 46.48” R �aNS e,�TE+` F = 2,000.0(1 RETAIN / �r / / r :, 0 S.Y. FILTER F - 2 5Y. 1 PROPOS ? CLEAN / FABRIC L - 99.84 17 PRC'P0� OUT PIPE / JTC�� / / i / % = 49--- Of, 9.96 - -- a_-- rrI ��F, o��' �� / � R = 1.000.00 �,— sS`3=tt TRACT 1205-E-3 �1. — -- \ --P_ t SF // � J�' �. / D6 351 PG 255 +-_ 'xlsnN6 R/w - _ � /, Ne ��/ IC .S�L1 :-H-11"": -., t , - ;- h=-a-'-r-r : -r-: : i : i : I-!--- , , ! , ! -* ,-i-6 I -r- t - - -.t _"-111.1-:., , I 1 ', i- - rl-:-- r+ -'._i I rl - t --! 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I 4'Hl6N SAFETY FENCE (C'HAlN11NK F64CE1 - aLL SA~EIY FENCE TO Bf FlElD LEGATED &' TIIE ENGINEER air sNa~ DES av lire t~'"s`u~ua€o avo snw. xar nave - MPPoxINATE WMTRY OF GINN11wN SAFETY FENCE 1511V U - MvROxwArE Wanm ~ uxE vows =12G~r Ea - n+vaaxluarE wAVrm of rERUkra vasrs - ss Ea - cawrex.'rcR wrtE eE vao vEN acrux aiaRm wsraLLEo r r ~ ITI~ I '~' i ~'~a r, ~ I I~i 11 i~~ v If ~~` ~ I -I r ' F{ { 'S T II ~ i~~ I ~ i I ~ ~ I I f I I I 't` i I~ I I ~~ ~ i I}f~ ~~~ 1Fi E ,~ I .' r I I~ a t ~ 7 i F r II { I I ~ I ~t~ ~ i~ . r~, it ~. ~l '}~ ~ ilH~rri11 ~ I tl, F- i~ ~ li I ~ ~ i ~I i ~ ~~~- _.3_00 ~ i I t:; 1 ~~? ~ , ~ ~l, ~ ~~ I I' `~ I I t d' I 1i' ~ I 1 I ~ i 1 w ~ ~ r~ 1 ~ i --_ i , r 290 ~ i r , ~ 1, ' ~; - ~ ~ t~ ~ ~ i 1 , III ~ ~ ~~ - ~'' 280 . ~ , ~ , ,. -I~ ,, . ,ii _ - ~ a I '`~ _2~0_ li ~,.:. r'--~;..r• ~ ~ it l ~-~'" il~ :I ~~ I ~' t i ii i I f.k I I I~ t II „ ~ - i {~ j- (i n ~. 260 ~ ~ ~ , t , _. _ r 1t~ , , i iy.) I ~ 1T ~ I ~ _ i I '~ I I { ' i 'I I I,li I 76+OD 77+00 7E `- I!I ', I ,I f l _ ~ I I II Y I I -~-- I, ,I~~I L~ . ~ ~I- ~ ~ ~ i i ~ fr1 -r I I ~ ' !!i { T'S` - I .T I G t 1 F _ . 1; , +I ~ r11 ~ I ,,I = ~ ~ I ~ ~ 111 ~ ~ ~ ' 1, '} t f CIF L ~~ ~ ~ I ~I 1~ ~1~ 11 ~I ~-rl l~ >- f {h-- ~t~i tr ~ I fl I ~ ~ cif ~i L IL~,~ I I,G~ ~ r II I `{' _ I I ii ~ ~~~ i r + 00 ~" i I ~ i i II ~. i -_J I 1 I i~ ' I __ 1,1' ~` i4 ' I I I . T• ~ ' ~ ~:f I Ti I ,, , { i~; ~!~I ~ I „~ I I ~ II '' I Iij` Ij+j 1_ i -.~-' ~ ri ~-t- T I ,i I +I I 79+00 80+00 +~ ~_ I ~'. ,Ir PI Sta 8f+67.63 ~ = 0' 55' 02.05" fLTI D = 5' 43' 46.48" L = 16.01 T = 6.00 R = 1.000.00 ~ ~ ' 'F ~' ~- T ~ ~I + ~I ~ y ~ I :r'~ _~ ~ ~~~i~ i ~ ~' I Efii ~~~ ~P~.~~ ~ ~ I{ ~'jl 'I II~ ~~~ ~' I ~I - I . ~ ' I ~' 1 ~ I 1 I ! {L I ~ I~I l i~ ~ ~ ~ I~~I I 1 ~ + } i r j ii _ I ~;I ~7I- h i ~ i ~ T y ~ ~ ~l %1- l , i ~ l I ~ I JI fil ,~i ~ 'll ~ II„ r li}~ P ~~ `II ai , : { i . li i I {I 1 ( ~ ,J Ir- {t ~~ . t I ~ ~ ~ r:li I I . ~' .> ~ I i, ~ 7 i~ I Lr}~ ~I 1~-1- 7 E I I J { J I , , ' >I I II ~ (,y;- I III ~ I - ' } [ t 7~ ~ i ~ I f~{~ $i+oo 82+ao PI Sfa 83+70.99 D = G'55'39.03"(RTI u = l!' 27` 32.96" L = 6.G9 T = 4.05 R = 500.60 ~.,, -- 83 +00 j~ :~-' I~ ~ L' ~ I I Fi I ~_ ~n I I ..a- I I it II I ~ I~. .Lf_ ,a{-,~ l i+ I I h 1a ~~ Fj '~` ~ ,,~ I i. r , ,{ I i ICI ~ ~ ~~ rl rl~ I'I r i I , .I-j t ~ I I+ ~ 11 14 I I a, -;; ~~ d ~ ~ l1, ~~rt T 1 F' ~!~ 'ICI , ~ I~ _ ~ i li ' { ,. I -71I J { I ~ -I }h I {iif I ~,. 11, I _; ~~,~ ~ I r . 1 ~~i ri ~ I ~~' i I ~# F ~ , ~ ,. I r~ I i~ j~ I] ~:' I I -L-rr I -' I~` i ~ ~~-'~~ I~1 ~1 ~ I ~ ~ ~~ ~ T,~ ~y i ~I ~,ry , ' I ~i ~ I II I ~~I ' ~I ~ I Ill 11 ~.I ~'`~i' r I ti r I (~ , I ~ i liill~i~~ r ~~lll~f (~ ~ ~ .~I II~I~ I ~ ' ~, I i 84+00 85+00 8b+00 81+00 PROJECT REFERENCE NO. SHEET NO. E2921F ATT 1 11 *W SHEET NO. ! FACILITIES DESIGN HYDRAULICS ENGINEER ENGINEER,,, ,iOPunTpr / Pq 2��-pFESS /p• /�-v'. �`��R E{SSlaitr;y'9 Sr}u�`' ,q A . R + + cy) CC 0 ,rCSOSWt16 er:;Ln W I- Ota 351 FC ">(O O 4 " �rlNc r- It' ti F c l n� I F 00 1 - - - - --- ---- - -- ------- - -_- ------'----- --- - pp --------- - - � r, .- �- -- - I - N 11 ��'13.6 W - - -- --------- (D-- ..�� •�' - "- A- 6 ten, - -------- rF I- - --- - - - , -- . .�.---------------------- -- _F. -— --- -- - -- - - - - - - - - - - - - - - - -. - - - — --- — -- - - -. ------------- --- F F �n F c t v +(� ties 0 2 TO 8 a a RE�•U / v S. i, FCC - Lfi ---__. m: 4' HIGH SAFETY FENCE (CHAINLINK FENCE) ' - ALL SAFETY FENCE TO BE FIELD LOCATED B/ THE ENGINEER ALL AN'- SH ,, FENCEEDGES SHON T wCOATED AND SHALL NOT HAVE APPROXIMATE ODANTR)' OF CHPINUNK SAFETY FENCE - 15200 LF - APPROXIMATE OUNITITY OF USE POSTS = 1264 EA - APPROXIMATE OUANTR1 OF TERMINAL POSTS - 55 LA - CONTRACTOR W'IU- BE PND PER ACTUAL OUANT/TY INSTALLED I i i - 320 1 : y: �.I ,,. ,-.L ;. :- .I,. ;_.:�I:' _.,_ .:,. : , ., , , . r : , t -t „ ,. ,,. r ,I t � , ,✓1 1 I � � *+' 'ria -- r t 1 I I, N I Its if - 'I -r.;.;- I r rr •1 1i-. 320- _.., : ..,_,. - _ ...., . _ _. . � �.-. 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J . _..• till :- 4r t _ ... l:.t .. 1 I , .I_ _.1 : :. , is t :: :: ..: .IT,- --r i . r � I : : k :1 . ,- {F } � , . 1 , 1. I : r � r (.. _: I I I : ` I ':-i-•.-r �� r I- � I IIj I !- -i T.. ; - 1 7 i. - II r I' r, I � 290 ,_,_ .,,• Tr . __ t:r , , ,- . f ,: IllI. t,,t T, , ,r I tl,: „ :I ,r I 1 L, r ', I if _. �� ## 'Tp � ��*-li - r I_: i290 I' 1 {.. �,r:�-r! :. :.IT -t_.�r I : + ,I r >-- II r I ,: r ..__:.r :: T-: I -,-•- : , I -I! 4. i � :,.: :.., I :, ,.r .:,! ,.,:-,f - _ -_-.__:. r i {;. I!I. _'--.11.._-'- t ! ! r-, __.. ,I : - .I:,. .-.' , -,-f-. - ,t --. } r -_..J..--t__.,. , -{t ; t __L f I •_ f i 'I: _I -i r- 4' •t ,I .I11 1- 'r. II Ir -i I I, ...,. I It : r. I -!r •_ I ,. .. 1. I f 1:,1. ! I ) , J_ I I --r,, i44 r : -, II ; -t. I i t” tr l I,. I -i/I .,I ,!� I i i II I -- {f i '-L .I ;-'--{-r, I l: I 280 280 1 -, IL. _!_ I: .... I .., __ r;l: Iu-..,_:_ !t ,_. I �: t.,. ,, }. :: G , , , 11 rk,f I.1 _. ..., �, _ ._ ,, .. rl .-.-,- +- , _ ,�- i _ _t {I , , :: _ I ._, . _, _:_ ' _ .__ 7 �•.. . _._ , : , ,., . - I -{. - r. _. -1--i- { ! , ._ r , I -- -i - `, - - '.L. , , — ! ,_ , _ ! r.! i- t � Li I ,.: 1 r ,! r r I. , � ,.,. , i � -I � -'!�-::I -,� --- .I ,+:� :-L ._ ,. I- r- rl ,, _.:. r t� _. _;:1.._. I + l- ( } �:,--:._'. I r _,' I: 1 -:.�t.: Jn.9/i � — 1 i-.-' / .. , i� __ I!: ;,i i , t t t I , �I 270 ,.:. , , l , . , .: r , ,., : , I i ::.., . , ,. � : i.. r _I r , •. . ,. I_ I . 1 I . , : I ,. , . - - I .: . I J : 1 t � -r_.I i. � I . ... f I , -i I.tl =l1 I II 1270 --- I I :_,.,.,. ._ ,.:. _, ,. _,.. I ,._:. :..-, : I ;:,.;., •_,. I ,_t i .. r. � .. r .. t I -I- .. :. I -'- . ,- I I . , I, _!.- r f :._ : , -,-h r! . :. I1 ,..i..1.. ',.. _ :...,_:. III ��.f- ,-- r C r I -- -, L , .:E.-I_L. _ -�-'-�-------- : ! I .. ..! .., !I I r _ _ r I: i I� rr � , � .,__. 1: -. i J._. _ i f. t�`• h I _ t 1. t. ,.J. i_ I I r , , t Li., ;I Tom-' � I I'I i I I I � � I i I - ;� -r- - - I f...r I 1 t II. t: I I r 1 I 1 I • , r -I I 260 , : I : I , II , ,I,, If,.:•,! ,,, i 'f ! : 1 r - _ ,.., , I r.. , :: ,. :_ r-, -, li. y. ,,. .,��.. .,; �:t � r. I7 � .-,: r.: .:.� ., !.-i. J:.. r , , I �::, t r}I„I it,. ! � 1. •) I i .. :. ,,•-_ : 1, -. I.,.. ,_.. ...I :.- �., L_..t .�., :.. _,t ,i.: -�._. : , t l4 .. Ij ( I { ! ,, 1 li !�I I 250 11' :,,,,,, i :. _ ir,i __, :,Ii , :, ,:; - ,.{ ,{ ..I;, , :� _ !., „I, r: L I: lat• �; r �:i'I i IT 1 I. F h.l_.i + : , -, •� r I 250 _ _ T77i_. . , . � i , : � f 240 , iH_ - I 240 -r I I: t t ..1.,. �:: r. i:;. �• � f � 1 '.t .1 ,,, : .:I+ :..: ! - i C :.I :. 1 .I. ,: , n ...:. r' r r t { :� ;' I { ::. rr l :I-II i.{.�i. ,.1” J 7,ir ;� r 1 I i- i ' � .L, I t ,. I .I` 1 .I. �I I. II '. I I I. ,: .. ..:. _. .:! }. . 1 � _,. i I I �I I 1 ( : I I r i I 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 _ 95+00 96+00 97+00 98+00 O O PROJECF REFERENCE N0 . SHEET NO. ___- - - E_2_921F A_T_f 12 PhY SHEET N0. FAGLOIES OFSIGN HYORAUIICS ENGINEER ~E~N~NEER onnwiq~~ CA e, CAR ~'' Q~N o1 d0~~44 . pR~~. ao"~O fSSl ~9 ~'~. y0 a ~' ,: ~:, ~ ~ S s SEAL ' SEAL ' 19669 ~7 ` ~ ,,a, o-o O :~',~qq~A t0.\;,, . w.rrr«O~P EuF ~ ``,x, , PARCELM6n9ed ArF~ ! ------ ____ _ - --_ - --- - Q r o ~--- 3 ~ _ _ _.~ 290 ~ ~ i l' 1' ' t I r ~ 1 i I~ 1 I I { ~~I I~' ii -- I. z6o ' ~i ~ Ijl 111 I ~ i ~, ~ ~ 260 ~ Gy ~ ~ i ~I - ~ ri 250 ,~ I } F ril I ~ ~ _240 ~ ' ~_ i 230 ~ . - I I ~ I . . ~ rr ~ ~ I t I 1~ I L li 1 i, I r 'a~ i~ i 6 I I :~ .I I f llll I, ~ ~~ ~ i 1- II I l~ {~~ I ~ I r ~ ~ i{ ~ ~ I I~ ~ I~ r t i it I ~ ~ I_ I ~i ~ r~ f ' ~~ ~ ' ~ ;, { ' I i 1` ~. j I ~I ~._ ~ I r' LE ~,r, _I~ I 98+00 99+00 100+00 101+00 _ -- --' ----- ----- -- - - -- EC~a , I~_ ' ` - - _-+ - - - __ R/V! ~__-~~ -- F -- ZW - - - _ __~_ - F °~ _ _ E . __-- _-._ -- ~ Ar T41 L9r -- - --- - ' ' --- " F - - ,: rs sort ~ Y '~' 174W .-_ - N 9'45 ,_ °~ - = ~ ti N 3 ll 08.7 W -_ - ~ w''c -c yU_ i2 00 36 ~ ~ o r _ . _ -_.. ,.. r: I~ - _ - ~ _ - w ,. ~. _ _. _ _._-_. - ~ y,~=4-ry-',~p~~~l _.__ .---.- _~~ ~" ,,_I~_- ---- ~ ' F ~ r __._._ _._ _ ~ ~-T - _ .- ' is .'~_ 4~~z-~-i, . ,._~.__._____-- ~ _ ~..n_ ~..... .... -._.-.... .- ~.~"U~L`r ~._f~ Q / _ _ ~ ~~~ t , ~ _r _ _ l' 'R4 ~ F - O~ ~ _ - i ~ iiltlG . --~- eni T 0 I ~ .-~ ~{ In ~_ ~ ~ ~ ~ ~ ~ + + w • a Pl~ ~ _ Sta 99+,55.44 Ip = 215'19.32"IRTJ D = 5T 1T 44.81" L = 3.94 T = 1.97 R = IOC.00 -~ _ _ -~ - ,r _ ,~ I - _-- -- ti - - - ----- __ _ ~ _ _ _ ---"_ y i ~ 'D _- n ti vl `~ cn c '+ - __ 4 ~ - Vl ~ q q ~ -`-_, o o . _, ' ~ o C K Fanged Areo i r ,:c E i a ~ N m ro P E n o l 0 ~ ~ i T, seie;l~ r ~ ~ a O ~ v N U ~ ~ ~ l y ~ ~ N v ~~ Ip A '4 ~ . i ~~ n° --- -- Hr fGll SdFETY FENCE (Ch(AINLINX FENC€1 ~ I ~ I IC PI Sta IOI+46.45 ~ = 2' 03' 97.55" (RTJ Pt S1a 103+04.42 ~ = 4' 30` 21.14" (RT) PI Sie 105+x9.95 0 = 5' !4' 39.29" (RT1 _ AL saPfrr rfN~ f ro sE FrEm LrcArfD m rME fPGlNtER __ _ __ _ 'co D = 5' 43' 46.48" D = 5' 43' 46.48" D = f 54' 35.49" [ [ ~ CARP E~FS ~ TNf 7~ SURFAED AND SNNL A'Or NWE F PI Sta 108+31.0,; L = 36.01 L = 78b4 L = 274.59 i - orPROxmare wrwrm of cxxNU~u sArEn PfNCf = lszw ~ ~ ~ = 6° qp' 4i.81" (RTI 7 = 18.01 T = 39 34 T = 13739 - aPPmxiMArE a/ANrm of UNf Pose = lzs~ EA ~ D = ll' 2T 32 96" R = I,000.OO . R = I,000.OO R = Jr000.O0 - JxlMA Wk Rr OF TfRMlNA! PoSiS = 55 EA - Q7NTRA^7DR W¢L BE PND PER KIUK WaDm INSrALlEO . ~ L _ 5f~.28 GHNNLlNX FENCE ALONG NCWRC MANAED LAND R = 500.00 - CONSUL> M'NRC dEFDRF PfACIHG FENCE /10NG NcWnC MANAGED IPNO 'r+il { LII I Tr f~ III ~ II I r- ~ +'' T, J I 't! ,_ I I r. I I f~ r 1 + I I I !- i~ ' i { ~, _ . ~; ~~ 1 1 ~}1_ ~'- +Ij~ ~ ~I ~J'I ~I II I~ ~ . r+ i -' ~ .;- r ~i C,~ ! ICI li ~Ij .,I, ~i i- ' L~: 1 ~~ i~~- 1', A ~ f' ~ i I I._~ ! ~I ! I I I f'' I ~l.. {I it r lJ. ~ c ~,_ 4 r~t_ I -. t r h ~Ilt.~~~r~,~.~ /~.L'~ lid; HE I ; , ~~.i i ~~~ i1 y ~~,I l r _ 1-{ ~~ ~ 1,1, ~ , ,-~ ~ ,, Fy 4 <<r,~~F I f 1 ~ j ~ ;-~T~ 1! E4-. I f ~: I I_I II III ~ I I I'I~ ~/il J ~~ - I 111 I } L ~ {:.. rl-; , r ~; lii~ Ali I, r '~~ i l 102 +00 103 + 00 I I II I'll. 104+00 I il_~'~ I, ~ I ~ i l 'I~ I li i i- _I ~1 hil; Il~~. y ~~ '. ; ~I ~,~. ~1 /IEI -III "T:..-.jl I f~ ~~I ~ II ~~FI~ ~rl I ~,'-`, ~l~i. .C~, {~ ~, iF{ ~ ~' i~~ ~ I I, r'~ ~ E ~I~~~~'EI ;~~I ,lll ; I ~ I I ,~ `~ t`l ll~a- ~i 1 r 11 I, I I I i , ~ I~;fl ~~~J'~l~' '~ li 11;1 'li ~:.1 1~1j ~.J, t- I I~~! I ,~ '~I ~ -~iii~rf~~ I I ~~ I -.: 11T J I ra '- I '~ ~ - I ~ I ~I~ r -CII ~ ~~ _ I I, ~ i ~ , I i~~:+~~j , h ~r~l~ ~ r~ ~ t ( t,, ;t~ ja II~ I t ~~ ~ } I II ~~~ 11 1 I ~a ' L ~ ~ ', r _, 1 I i _ {~ } T ii ~. ~I ~ I, 11 !fF ~If ,I 1, r 117 _I l t -+ 'L ~I ~ X111 ,; i i I ~~ n~'1' _~ ~ it I I~ { ,r~ ~ i ,~µ t ' ~ I ,LI ,, +~ 1 .. E I ~E_Ila a i '~ ~ I Ii',~~ i I ~ I i ! ~~ i ~f ~ I ~ ~~ I 1 -~It~ 1~ I 1 ' '~lll ~I~~{!I l~ ~~' I ~ i' I' I I '.~ I I, I I I 'l l I IIi I- ' l I ~ ?~ ~~I> 1~1, Il~f' ~ I I Ir; li I I , ~' ~ ~~ I I I I ~ I ,, ~ I r_~i I ~1f. i II, ~ 1~ Ir >-~ I ~ j L ~ / -~l 1 ~ ! I II . I 1 j. I I I I I~ ~~ (-i I 11' ~ I ~ 1 ~ ~ - - '' `~ I ~- ~ .. ~E ~i~ ~ ~ ~ rl ~ ' r -`1 11 ~ ~ iJ 1 I -a ~1 , I I,I 1 I ~'rl~~ ! 1 ~ ~ 3.. I ~ I I I -t _r I - It 1 ~~ i 1 ~ ~ I F'-- L ' T a,~t~rli 1~ ~I . r ~, I i ~ ! ~; I i' ,a~. ~ , f I' . ~ ~~' ;~ _h 11 ~ ~ I~ ,I ~ I I I i i~ i 105+00 106+00 _ 107 G_E ~-~ I a I l i i 1 i i. ~ I ~ i, I ~~ I. , j r ~ I I _._ ~ I ~ I'~ ° ` ! I ~ ~ , ~~ 1 300_._ r ~ - - ~ I I ~ a 1I I A ~ ,I - I ~~ ~ I I- I` I -~ i~ ;Ir II I , 11- I -- f ~ IT/I I ~ ~~I r. 1 ~ I I k ( ~ l I ~ 2so ~ I. G ~ I f II I 'f ! _,_~~ ~ I- I ~~' ~ tRB .+Z2 ~ ~Q~ ~ ' ' 270 ' '' I , , ' , I I 1 ~ ~ ~~i ~_ I ~ l ~~ . _. _ I I - ~ r ~~ r I I _ f I I I ~ I I , ~: ~ ~ I. ~ I; I ~ ! 260 I I ~'~ I 1 _ f ~ ~ I'~~~ j~ - ~ ~, ., L ~ ~; - ~ ~250 . i' I i i { ~ ~ I ~ ~ I r ~ ~~ I I ~ ~ 240. , I 1 ~ a ' 230 ~ i ~ r 1 ~ ~ I _ ,; hl ~~ ~ I~ _ ~ ~ _._ .__ L~_~_.~ ' -J 1--~ _~_ -~ ' 0 106+00 109+00 Fl SfG 110+86.91 p = 2' 17' 48.09" (RT) D = 11' 27' 32.96' L 20.04 n I T I0.02 R - 500.00 E%_IS fING EASE[! ' H A N I + O -c 4) � _ N6.4'12 c� }V M i 1 Nt "t$TIN' EASEMENT zI I N � O O Q Q V W r r I r f' I. _ t I T i- - f : � r.� r �. r J i{ , 1 � ` 1 (1+r I I r I r I r t 1 I I- I I� 1 I Ill t I t! I I I i l I ! L 1 I lit! I 1 I ' t - ! I i I T I JJ I { , T F I r I 1 r � I 1 1 4 A f � r II- E i I t 1 290 +11r tiT *+,+ �j { —�+, 1 C. Ir II 1 r , : 1- , I , _ { I I I 7 r 1_ Y } , - I I 1 ' 1- , 1 _ .J + +- I + , i t -+ 1 280 p ;. I T r III I1 ,' J Ii f �- l I li I , I, , i r._1J1I -�. 1� { LL -1-1 II.:TIM , + ,..I { II 7 +-, I Ail- ri 1 j- r t i..j. I 4 1 1 1 , r ;It 1 f Ili t 1?,: I i j rr it i( -i f* 7P Q r I F, r I, i I I , r- rl ! 11:=_I. a, I;l x:71 ,Ii, i J14 ter- �I � � , , )� I � 1 r •F —� 1 �{, , rt r I! T r Z� i l+ 111—i-4 I:1 1+ 1 r : + a_t J E.--' 1- r.yr� r t- '-` 260 SQ 7_ i i 1 I -i:.� .. -1 -J-141-1- , ;_,.. -rf �r` ,y1 -i1- ' rf:," _,:i.l .. ,+71 , . ;_ t •:r�� , , t;r'- I `r- i, t , ,,. ! , I L r I r,. 250 „ �. ,I , ,;,I , � ,, I� y �I� �u I , I H {. t + I I I I r JI I t 1 r I.. I 240 I I I I. I r, t, I 1 I 1 YT 1 4 1 - 1• : r I I J r: 1 I yr r+ s }+ f i { r t + ti I 1 I.i 2 I + I 30 I ! I I 1 i 1 1 _ , ,_ I_ \+ I I X I.I l I 1: LI I II I' 1 11-.., ;1 .; t.. t- ,,- a I I- . �,_ iii 1I t :III (' .I I1 i{ 111111 I ,� 1L ! !Ii!-I--1-r-i 109+00 110+00 111+00 112+00 113+00 PROJECT REFERENCE NO. SHEET NO. E2921F ATT 13 WW SHEET NO. FACILITIES DESIGN HYpMUUCS ENGINEER EIj5jrNEER Ana, �P` ��i CARO''o ; `iytN CARO[/ry'a opt !/ya,� .``��e�EESSiOii v s ��2.` ESS/ 9 •� 9' CTT : �pF 0,�;•:, iC• SEAL �"E 4,2SEAL Y� _ E 19669 So ® NCWRC Monged Are °� '••- 2 a ; a N v PARCEL #6 4�4/;R'A'ZR��O' oeorr4 �r••"� 0. CJ 0 F — — F Al '1'09 00.5'E _ �a9 t r_ L' r T -- _ _ vrkrr I� - I8'SO( w T-�—c �,—r- - 7 ✓ ��_ �, r� i- r sK;, Imo. ----------------- ,-., � r- ,�,- �.-r`>=rbs'- ` >_r_r _ F O I� 4' HIGH SAFETY FENCE f(CHA1NLiNK FENCE) SOFETY FEMCE TO BE F;ELD L 1-TE1ED HY THE DZ,);E£R ` ALL SAFETY FENCE SHALL BE VINYL COATED AND SHALL AIUT HAYE SEE STRUCTURE PLANS FOR 5 STRUCTURE AND APPROACH AN'SNARP EIX.E ON THE TOP SURFACE ,t SLAB DETAILS - APPROXIMATE OUANTNY OF CHANUN( SAFETY FENCE = 15207 (F I VERIFY STATIONS NTS IN THE EXISTING END BENTS AND BEAPPROXIMATE OUANTBY OF ONE POSTS = 1261 EA N - FIELO - APPROXWATE OUANT//Y OF TERMIIIAL POST$ = 55 £A CONTRACTOR WNL BE PAID PER ACTUAL C/ANTfT INSTALED '1 CHAINLINK FENCE ALONG NCWRC MANAGED LAND CONSULT NCWRC BEFORE PLACING FCNCE ALON:; 'MR, MANAGED L.WD I NCWRC Mor Jed PARCEL #6 r' I I I r ' � t rr : I J A , ' r fl 1, r I J- I I , } I rr r i 1 s f : i i t .II rl , J ' I I 1 Lir f : J I t ( I I . I r J. i rr r V � I I I , 1 I t , r 1 I ri I „ 2 0 _ t I rE + r i I �r , 1 .., I - T I r 1 I r 'TY i 1 I I (r ! 1 I I rn i. -�� -}-,- -, -:— -7 �- - -{ -i-� +r}- .-,-1--: 1- _•_.I _F._,- --t-I-r': '�-'-1-' -r- Tt �- r -t _L '_Y - ,'- i ' !, '_,.—. I � i , � , { � , � I : I : I I — 1 ' t * 1 I - -------- J :: a --J — i — — - I r + (r r r I, -, I t h I I I , I i. , r I I :t a f. F r. : r r I + I I t I r• _ 1 f- I , i 1 � f Ft I r, I I_ ✓1._ - , is i -r I`_I.i T , -! t W + I 4 1 , :I f 1 r 2 0 _ - 1 _. __ L. I • 7 _._.- + _ L I + T I I f } ,I. , r. r i. 1 -- 1 P i 5 , I z. t r f _- -- t— _ ---_ ___, __ _ _ _i A 1 7 t- I I- r t .I E ,r J 2 7r _ _ _ r r T r r fi rr r i -�- _ _-- + r. r I r j 1 - r I .� d ) .?' r r ) ! r .I. ,, ,_I:f 1+", I ' +111•. I � � i 1 t. II - I _ ! i+' { , , I _ } I 1 -11 L.J - .--111 _ -J- � ...,_ , ---r -:-t-I r , .e�' r -t r :. r {-.T.::- - r/i,_...,..;.,_. I}, ,L,. -rr!' ;.•. '_i;_,_.,I ..;. .r ;� ,.tl, r.,, rTr �I. -,. -ri+ !�>({+7ti� �I I I r I L r" r ' , . , , � -, is � 1- r 1 I _i'2'- - -r 1 '-T-'-- rr r I I l l 250 f -t r it ... , .: r .. .:, I-- 4. I r t , L 1 .-+ - i- -.j I r r ,1 .:fi1 � I - r� 1' r r.r I fi I I r r i I I I + .I. 240 , ,-r__ I- > _:_ _,. �. ,.ter.. :. ___..,._. .T . r 1 r1 -,. t r.l I , r. r + rI I I t , � r! I I ,I t1 r 1 I I I I , { I I 1 ! t I I T I I I I i I I I 1 I I , ; I , r-�_.. - . ' _ r -1:x:7 _._ - _._ . _-. _ _ -- �- -- ! . _ .-.' -- -:-.• ' _;_ -_.,- - - r. ;-1 h 1 1 I i 1 ,I I .. ,. , I 1 i' fl { I, I 220 I I I 1j-1, 1 r,r. r 1_ _lI , I, LI l_ �- i r ill 1 I I r! rr- , r,. I r ,..�_. ti , .-.. r l.: ,I .: I fl Ir I I Irl I1 r t r. I r.: 1. 1�., ,. r :. t- Irl : t, ,. , ` { i Tl - _, I � , + _ 7-I� :l�r .J r r.�. y�-i { r �) Ir 114+00 115+00 116+00 117+00 118+00 119+00 120+00 N N N O UT � NCWPC Manged Area N PARCEL 46 \ 1 u� ECMcl- o I E C M c Nit L ' .r : - _ ---- ---- ----- --- - ---- ------------------ ------ - - -F ----I,,; - -- ---- ----- - ---------- - ., �s �r s .. w, r, -v-G �, k,- �. - �. - -_ - _ - ..TE;-=--� --� -�- - =- --a N 1 1 - 61L I .ds -` v. `.. :'l ♦l_ ,- ,J',_ � - _ - !.. ✓,- ,-r._ - .�_--�r`cT— .. _ - _ _ _ k c:=E 1��, :41.1`-£ri_ ,_.-�..s`-t�--Lr"-1 _ _,•�.rrrs_z.- PROJECT REFERENCE NO. SHEET N E2921F ATT 14 WW SHEET NO. FACILMES DESIGN HYDRAULICS ENGINEER ENGINEER p. : GiESS _ iq y1�: 141 h;-%SFAI i SEAL r : = �_ 19,569 ��..... I _, N O x"1 v'F - - - - - M - -- - -- r-, r -'.T -rte T I _ __ r -L-,= =1-S= ..l �.�+_'�i_ar:.�-�,. tL -r EY.ST,NG EASEMENT �» -�'1- 4'HIGH SAFETY FENCE (CHAINLINK FENCE) ` EXISTi*, SEMENT �{ - AU SAFETY FENCE TO BE FIELD LOCATED BY THE ENGINEER NCWRC Manged Area N SHARP E ES OH TI TOP w AC£D aV0 SHALL NOT HAV£ PARCEL "6 - APPROXIMATE OUANTITY OF CHNNUNK SAFfT1' FENCE = 15200 LF - APPROXIMATE OLIANTRY OF USE POSTS = 1264 EA - APPROXIMATE ODANTTTY OF TERMINAL MSTS = 55 EA - COMTRAL7pR WILL BE PND PER ACTUAL OUANTRY INSTALLED CHAINUNK FENCE ALONG NCWRC MANAGED LAND = CONSULT NCWRC BEFORE PLACING FENC£ ALONG NLWRC MANAGED LAND ;, ; Ir, I r I r _ :,�-rt. r .r I:I: t, _l.l ,.: ,. I .. .,._.I,.._.__,- I I -1:1 �t � r, :I. -! -h_,-i I I - .. -,.. 1 _ : i; lr it •_(':' I - 'I 300 i rr. r _., .__ ._ _ _-. 1 �.rT L,,: T;�. - F - :. - r I- r I - r{' I 1 ',r .. r F . r .. 41 , rt , r � - ,- ✓- 1 . r . 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I ,. -l' I i-' r 1 Ih r I � r - , r , ._ I _ , . , -- I I _ .- r I I I tr r , I r ,, 1 r.i I I r i I r ri I 1r .1 1 I I i �'-- I I rr. r I I., r i I 23 I I , 1 I 1 I f _ � � i r- -- - ._... .,..._ :. .�.a.. - i ,� .r .. ,. r,,r 1I t ,, f` !Tr- •I! I r I r 1 r i -I .- ., 1 I - r I I i�. r r- r I I � r.•. -.i-. -+ r f -... T... r r r I -1 � 1-r_ ..I. ,_. - _ :. 1. , 1 r _! .... .. I—I .Ir... ' 1 r ,- i .r. I , 1 : I i d )" I � r. I. i. f. ,,) I r 1,-' ;, . I r •_I I I I ! I, ) , ! r r! t ,r r i_ .__�. L -.1 :. .. _I. .. I. I. 1 ' I i i 1 I 'Ii 1 1 1 - I �� I /� 220 , ..I. ,,_. , 1 .: . I r .. - . 1 .1 . 1 .L. ,.I. _.�.;_- ,._:.:. .: .......I:. „!. -i 1, -., !. _. _ _ , - , _- -- - t, . 1 1 , i r 1 I , _-r r ' r--' :.. 1 _ 1.. _ i..r r r , . I.- -t ,..1_ +I � 1 I I !- , -r i � � � r I I , ..-T' - t,. •_:. I : _ 1 i I I i I 1� l r 1 . r ,__ _ , . _ f , " , � I -I-'- _:. , ,.,. ,.:.:. r,-- r 1l � {-- { I r 1 r , G- ,-i I i jl ! I _: {' J I , - - .,r r.. _,_.I,.... �_. ,-- r1-I..r f Ir ., -J- ! ++, r., y f' i I -,i..� ,-.i_-i- fr 1 ,-._.-1_�__.-._' I: {. 1.;: `I..l_ , - i 22 - r : ,.... _, r. 1 ,: � , _: ,...__.1__ .-._.t, _ L.;.....:-. -, " I I 1, _rf 1'r ,.- .:,i :rr 1 _ _ I r!. 1rr r Ir 1, 1r t , I. 1 ,. _. _-_._. -_. -_. -L........-_-.__...7__ 1 t� r� �.. ! _, _.1. ....,_.... ..--_[=J. [.._�._.-I __.,:- _,I_t ... I, t 1- r,: -�I r. ]-- i-:.., r r 11 r r1 #-� 1 r ,i r rt r, IT I' -S 1, 1 ii 1 1 I .. T 1 � r I L ._ _r_ _ _-- _,_ _ _ 11 , :_' _i_ J_t �_ 1 j �_ _.. 1 t I I. C I .... 1 I: r r, t I r I I� 1 r r i 1. r 1 I t_r 1. 1' 'T 1 r t 'I �-tI 1 I r J C t r' i....:.... r ! ., I_. - k -,. r_, I 1 .. __..,. ___,.. 1-r._ ..-{-.. -, .L. r ,. r- _r.,. o- r. i. - r r, :Ir, .-I+ -I-Ir I, 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 TRACT 1209E OB 356 PG ;�� ,•' I / I i FG , E:aST ,(, Rnv _ _� ___4- - - --'�`KEVO VD Rt SET CXISTING GATE J / , r b ----- ---- ""-- PER ENGINEER'S DIRECTION AND — ------ -- / O _ - -- -- _— PRO IDE EXTRA WOODEN BALAROS I AS NECESSARY. PANT GATE ASSEMBL j / m WITH YELLOW REFLECTORIZEL�PANT c. F , M C . - - - -- - - - -- .=-tc-�--�1 ": �T-a-==`�=-cr -? " .'''"` -�'-�c PAV !R IO' , w rT_ , 1 Y b C - - — F — FROVIDE /5'A ALT-- o, TURNOUT FOR AIL '� ` TRRM DE v II �I OUT C - - --- I I � t z O Dti 356 PG ;?,> PROJECT REFERENCE NO. I SHEET NO E2921F ATT - I 15 - RAN SHEET NO. FACILITIES DESIGN HYDRAULICS ENGINEER EEER CARO�i�,.' CA pi �9 ' +'o4�N •?poEESS/p 9' ao�Rt� �ESSr _ & P9• I pp I CNL SEAL 1966 , J i -ATT. :.; JUA8, - CONTRACTOR W1lL BE PATO PER ALTACN UK QUANT/TY IrvSJA(,Ep A Its, \ 4' HIGH SAFETY FENCE (CHAINLINK FENCE) \ - J ,REMOVE r - - - ( I I f �: 4 + I pp I CNL WEDA AF, , J i -ATT. :.; JUA8, - CONTRACTOR W1lL BE PATO PER ALTACN UK QUANT/TY IrvSJA(,Ep :-I, Q^? .-,.._. - � ._--Rli _i-' _._(I II.,:...t..-.7 D = 3'33'56.21" (RT , Ia ASPHALT L TRAIL S s —------%— J FaLI'INS It (, I,P NO( M,r,rJ GF 4hJS a R = 5,000.08 E::1"-,TI\f \ 4' HIGH SAFETY FENCE (CHAINLINK FENCE) \ O TRACT J e I I r r - ALL SAFETY FENCE TO BE FtE40 DATED BY THE ENGINEER ..04E-2 DE 356 PC 322 I I f �: 4 - ALL SAFETY FENCE HAS BE VINYL COATED WIp 5HA[4 NOT MAVf AN1 SHARP flX:E ON THF TO.^ SURFACE - APPROXIMATE QUANTRY OF CHA'NUNK SAFETY FENCE = 15.200 LF I pp I y r - APPROXIMATE OIANTOF UNE POSTS = 1284 - APPROXIMATE I" OF TERNPOSTS = 555 £A , J i l JUA8, - CONTRACTOR W1lL BE PATO PER ALTACN UK QUANT/TY IrvSJA(,Ep .-,.._. - � ._--Rli _i-' _._(I II.,:...t..-.7 D = 3'33'56.21" (RT , Ia D = r OE' 45.30' L I L = 311.16 S T = 155.63 R = 5,000.08 03 TRACT 1204E -I - G DB 356 PC 32 , 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 290_ 280 _ 270 260 250 240 l; 230 _I _1 142 +- 00 .-,.._. - � ._--Rli _i-' _._(I II.,:...t..-.7 , � I; I 1:I , , ..:.... ,... 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II '. _: ..LT-!•+IC..I,....:-., t :i.;il. I 290 I',, :.,.: „_:-I.., i-1,1 ,:::.:, ,,: r,-,_! ,_,. .I _..; ,._ ;r ,I{. ' :,,, ,! I � „r:, I:,, I I T , r. r i ft I __...:_.....__ F II : r 1 : --'-_ ,fI I , _ 1 _.__._ I i __.�i r - f _ - , ;.....,.I-,. - , I -� , �' u_:_ r t+' m + -'�'_ ._( 1 -- r , � `-HTT1 — �a r - • , ' - - I I is ,- G. �3 _I___ ., r. : _-.._.:r_ � , , r . I ::.-_ • I� ..._-_,__" (_�,J:': � __.IJ_:.L1 _t. i � © I .J._ r� _- _ ..-i ,-�- i.�., -'-1 -�_ F J � _ - ._ lit 280' 5 I +- bP7-14I y.. .. : , li- � ,_� , — I - ---� _. ra I. I I I .._ t _ ---- ---- � -tom'_ I 1�_.----.. a . :_._;_.. Ir � ly. I I 270 tI .� r+ _ r. ,.It �--: , .: I � �_ , : :. __;_ I , , I I i I I. -L : ! , i--- I r - Tt .1:._..__.___::. ..__...:.._ I :,- , .. r�: ..: h :, .. j ,.II Ili I• 260 c� .. I I1. ,__ ;: :. ,: .. ..;. -I 1 • I. :. :. .t { I, , 'i: I� , r it I: II. � I. „ 1 1 - - - 'r- 1 -I' I -- I I I —i--' I , i 1 250 ,_ 1 _, ...,. .:_,.J-.�.L a I _.__.,. I. : �-:, __.. I-: _. r -,-rt i J_ . j-. �::-:_:_ is . I - I . t �-I ., , -t , ,_.,_ :"' .,. I I� : .. I:1 .: II il: •- i- l r: - : - , fit T I -_ I. i!, - I i r t : I I +. . I .r � ''-I-}' 1 l..l.: _ __ , :_ .- , . �1 II 1 L, r r T: I ,:- 1 I , I- a I r -1 I, 240 , i I: ,.. I 1 . - I. �_ I _ ,, ,,:1 , � I I I , .. ,_I iFl� : I 111;1 I I I . -T I I I I : , I , Ir :I, i L �,: I II I 1. L -- ,,, _ _ _ ,: _.. 1 I II r I 11. L I, _•: _ • ,I'I _.._ L ,I ,I _ _. I - �I - , „ �l 1: I _1_ I ,. Ili 1 _ J _. I I II :I r I, �I. f l 4' T �: 1 ) 230 .... ;. _._. ,. :,•I . ,: { :. _ . . r ..: - -- ^f , 1 1 r , I l , :. I �TFT :r i."'t :.,. I i. 11 i t'� 1�' t_ .I. .- -L,.. ., i ,i -.: .rl � .:. .. r � ., 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 290_ 280 _ 270 260 250 240 l; 230 _I _1 142 +- 00 REFERENCE NO. SHEET NO. E2921F ATT 16 RW SHEET NO. IFACILfII DESIGN HYDRAULICS ENGINEER ENGINEER A .T04 041 .......... . ......... IL s s -:1., OSEAL SEAL 6 07 196 REMOVE ANY HIGH SPOTS IN EXISTING v o co DITCHES TO MAINTAIN DRAINAGE, AS DIRECTED BY THE ENGINEER ti Q- V) 0 + + cv) C'4 F F c F (D W - _-, /5 1 5 N )4'-43'40.3- Ell ------------- ----------- - - — - — — - — -- - — --- — - — - -- - — - — - — - — - — - — - — - — -- — - — — —�7 C —!:c F � �� — — — — — — �' t� �Ly �r 1.J "'jj u F RET AINS CLAS FABRIC lilt 5.Y. E IR -1 -- - FpSrG i5o�71.43 FENCE (CHAWLINK FENCE) z_,\ ;'301 -5/.49'(1 T) D UnL ALL SAFETY FENCE TO BE FIELD LOCATED BY THE ENGINEER ALL S`F L 5//.50 AW SHP EDGES SHALL BE VWL COATED AND SHALL NOT HVE ON 7HE TOP SJRFACE T 255.88 APPROXIMATE OUANTITY OF CHMNLINX SAFETr FENCE - 15200 LF R = 6,500.00 APPROXIMATE IXIANTRY OF UNIT POSTS - 1264 EA APPROXIMATE OVPXTItt OF TERMINAL POSTS - 55 EA CONTRACTOR WNL 5E PND PER ACr(i OUANI-O7 INSTALLED 320t. Ij 310 r 280 t, AIIIlt 11-IIJ it F4 -i Ii I 260 240 1 '11 142+00 143+00 -IT1 ��il ..... 4- Ul i -j-1- ,-lj I i i114 I ._I !i! t"I Uttt 11 t I 1- 14 LT;_; 44 T, 'T, JI T j 'I-1- "I" I- - I i --- t 4 i,Irl i l- It r ITHI -I-!,[ N I . "it -I - -I i- f k i I i 14 4 LI -, I + rr Id -T T 4 T rli J+rl 7+ TT -241- T t J It 4 4 L 4 i :- ;'T Ti �t - - rt ON -1 5 T TI 12 I Fi �1- —F. YF 19 T - 0, A H 4' A- 4- 41 4 TJ; -I- -17't lt[�' L JV" 71, 280 T f, �T + YLL"7- F 270 t I I t t i 1; i j ------- T T -TT-T1 jt J T'+- t T- TTT t. rFt 4 4 t It: Tr.r. j I Ail T -i -i I -T 1-171 L 4� J T 4 H-1- T H- -74 J- II -240 A 4 T1 I t 1 rt �j L HJ i H 11- 1 + � i, - t -!.f. �-i 1 -1, - T ; i !Ti �ili Ii t lit It i tj Ilk I t: I -H 1! J 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 PROJECT REFERENCE N0. SHEET N0. E2921F ATf -- - -17 _-- -~__-- PN/ SHFEE N0. FACItHIES DESIGN HYDRAULICS ENGINEER E~{(J~EER tiH 6A8p1''i •pQtN CARpI~' '. ••DEESSfO `~N ~ ~~ , q 0 2 N9: pFESS/p aa~ ~ ~ ~ ~,- O SEAL ~ ~ ii 1 ~ ~ SEA ~ 19669 L ,,I', 11IIIIIl ~4'1,,~I^~ N~'llll11~+1~^ ~ 1~---_____ -_1--___. ~ O c~ + + ~ ~ 0 0 O O ~ ~ -- CStaJ56+24.23 PTSta.156+28.44 FxISnNG_r "_-.- __-.-- - -- - ,I:r~ R~,~ -- --_ --- -- -- --- - ~ 0 ~ _ r~ I- F_ S -----_-- -- ~ o <, C ~ F F F --- _. C F ~ r I~ _ ------- --- _- -- --- - -- - - - - - '~ .J I I N 2 99 ~E" 18~ "' ry ~ .J' ~ 1. .x...-r.-'c-F~'_ I_+-rf' .~ ' n 1 --- -- -- - ---'~ - ~ ,n, -~, -, r l y ~,rn+~'tiJr ~.rn.,r4rrk~ Ll ---- -- - --- -- --- - -- "- _. - - _ _ ~L .J V F - -- C F ___ __ ___ _ _ ____ - - --- -7- - - - -- - - - - - - -- ------ -- - - -G - -- - RETkIN~~~y C F C F F" C f F F F !. r F .~ U ~ a 8 EwsTwc 3c ~MN rtoT seowld oN FtnNs ~ _--___ 1< --_._ :r-. }___- ---- ' ___.---~ - rlr EIP~-- _ _-~ --____~__..__ E%ISiINGR/u--E E(' ~PI Sta 156+26.34 ~ G = 2' 24' 40J8" (LT) 4' NIGH SAFETY FENCE ICHAINLINK FENCE) D = 57'!7' 44.8!" - AU WfTY FENCE TO BE FIElD LCGATEO BI THE ENGIIIfEH L = 4 21 - F F . Al SA ETY ENCf SHAf1 gE VIN/L CcWTfU 0.N0 SHNL NOT HAVE I ,W SNMP ELY,ES Cw T11E TQ° SUflFACE T - 2JO R _ i~ ~ J - APPRJXIMNf WattllY OA CHNNUNN $ofElY FEIICE = 15?W !f ~_ __ - MPROYIMNE W0.YfllY OE UNE PoSTS = LT64 EA _ PRO T NT - M xINA F WA IIY OF TEkN!lIN. 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I+II ~t! !~ ~ I I ':J - i II t I i, III ~t _. _I~ r F ~ - I._ j. I- ~t _ -il -j - _ - 1' I L ,. .Y'_ I I jY II r_L~. , I ~ _ .1 I i1~ I : - I,~ I , It ~I ';I !I I_I. I i, I 1 F I tI! r ; :.. I. ,,a -F!~ir l I ~ I~I~~. I ,~I I I I I , ',1 , ~. I ~, 1 i , I ~.1 153 +00 154 +00 155 + 00 156 + 00 157 +00 158 +00 159 +00 160+ 00 161 + 00 162 +00 163 + 40 164+ 00 PROJECT REFERENCE NO. I SHEET NO. E2921F ATT L 18_ RW SHEET NO. FACILITIESDESIGN HYDRAULICS ENGINEER EER ENGINEER AR C) , �jtmd SEAL AL ri 7 19669 i EXISI NG R/W Cn U)fINI + + c c C c F to %o c N 5'56'09.5"E ----------------- ------------------------------------------------------------ --------------------- ---------------------------- - 44;L-, 4��.' -------- ------ F - - - - - - - - - - -- - - - - - - - -- - F c _c c c IS u D 4' HIGH SAFETY FENCE (CHAINLMFENCE) SAM FENCE TO BE FIEW LOCATED BY THE ENGINEER AU �%F FENCE SH BE VINYL COATED AND SIIAL NOT —E H'W F ON %E TOP � Alit EDGESUR APPROXIMATE OVAWrffr OF CHNNUNK SAFETY FENCE 15200 IF APPROXIMATE OVAAi OF UNE POSTS = I264 EA APPROXIMATE WANTiTY OF TERMINA!, POSTS = 55EA CONTRACTOR WELLBE PWD.PER ACTUAL CUAAIFTY I'ST.LED 310 11'i'i m m 270 W! i 1-1 Ij—'l I i" - I i Ti :h - ".1; i — — iL i I I -I I- IF _l:i - I I , I � ITT't fi� 4 .T t II 260 -4 A A I - I. r r A-1-1- it 11 164+00 165+00 166+00 167+00 1:tj-p jl it ti Ti j4 Ll 1-� flRL I I 1jj_ _71-t It, H _': i '!4T7_i__ 1 I: Ti I i 0_1 i. VILI 1, M11"ITPHIT-F L- ----- ri-4-4 j Y! Fil - 44-1 1 4 ' TJ_ 1-J, "T 1 i_H i -H I I lig IIT 1 1 1 1 1 1 1; ityr I I - 44 ji f -1 -- 117 t till 4 ljpr.t_'L�4 111- 1 III L j4 41. J 44L 1411 711-31 'IT UnTII 168+00 169+00 170+00 171+00 172+00 i 71ii Li 7L r 14 1 330 At H I A Ih L; j 320 1-1 tj 4 T1. j-, I- J- L; -L f 310 D Q, Le A Ir T 1A 1ualW, 300 A j 7 V, -0 A f l7 290 '41 7 : I . �!ff ' ; I ir 280 -T- 71 270 L I. 11 260 it :H:ii A H I II -1,; 114 i I F 173+00 174+00 175+00 PROJECT REFERENCE NO. SHEET NO. E2921F ATT 19 RW SHEET NO. FACILITIES DESIGN HYDRAULICS ENGINEER ENGINEER FESS/0, SEAL �f :' y r A20 _ ( Pi Sta 185+ 2.83 ,fX'YGINE`6•"cQJ�,r°,`• ;off°°.......... v��. e i °,,, Ji -L� = 3°?T4h.57"(U) p,�qk A • oI 1414414A{� �' i � - 1 fl = 57° n' 44.81" - ._ _ L - - - / TRACT ,223E IFAcr IISE6 \ O til - 6 LB 351 PG r>6 = "� X� ` ' PT SIG. 185+95.85 AND R = /00.00 EXISTING I _- PER EREVOVNGINEER'S DIRECTION PROVIDE EXTRA WOODEN BALLARDS 4 c i -� --�. REMO ANY HIGH wl CLASS BRIP-RAP nx AS NECESSAR".PAINT GATE ASSEMBLY _ SPOTS N /LOPING ti - v t _J �� I WITH YELLOW REFLECTORIZED PAINT f O CO TONS CLRIF- r I " I _-- - - DIT TO MAIN[AIN DRAINAGE, �,�_ �'� I F F EYr>TmIG R/'Iv `'F------ -FE.FRAEFeCotiTRoLaNO -� _ O 28 S.Y. FILTER FABRIC -- - -- --- -_ --- - -- ---- I �= j �- _ o ��, " AS D,kcCTED F3Y THE ENGINEER �yn6 PAVEMENT MARKING PLAN/{S a 4 tii l `o I m F CROSSWALK..it.lflMG'flDE�lA1LR - _r� -u'�`'S�� N F o F C _ -r y' �- - _ F --- ----- - - - - - - - - - - - - - - - ----- - -- - - - - - m O nE � aF 2 A I00 -- ----------------------- - - ---'------------_ - -- I - --- - --- - � `^/ 0 >�ED SURF,4C AT g I - l0' AVE'fJ N ro J h_ ~ A^E tTT ." ,.1 � ;-,._ - I1_l 4R - - J J-- - ------------- - ---- - ----- ---- C l- - ---- ----4 - - W _ - - - --- --- - - - - - - - - - - - - - - -- -- n! 1'29'29.1"t C r- - - - r -' - ---- F - - a F C F ��! -- - - -- - J -c a RETAIN •. REMOVE ANY HIGH SPOTS IN EXISTING 8170✓IDE l5'ASJALT� � PROVIDE 15 ASPHALT , URNO� FOR TRAIL I F TURNOUT FOR TRAIL DITCHES TO MAINTAIN DRAIP',ACI1-1113 .E.. E%I''TING it/ -W__ --_(y-_ I I AS DIRECTED BYTHE ENGIIdFER 4' HIGH SAFETY FENCE (CNAlNLINK FENCE) - o CF �� WI THACi 12[3E-2 .i.SI !��o181 ��TNA3C5T 1 I2Pfl3. L 6' 6 I 1III i�rl Df3 351 PG 66 ALLSAFETY I-CKE TO IIE,IIE- CC11En 61 THE ENGER 1 FENCE SHAG BE V!Y/L COATED M'O SHALC NOT HAVE i 3 0 , 4J52 n '. �� bR' SMS EDGES OI! THE TOP SURFACE D 57'17'44.8.1 V V _ i i- - APPROXIMATE GUMITITY OF CRP/NUNX SAFETY FENCE = 15200 if _-- - ---{ � � � I - APPROXIMATE CNAVTRY OF L'NE Po�S = l2H EA _I( - -- - APPROXIMATE OUAnTrr OF TERMINAL POSTS = 55 EA T IPl StG 178+16.61 Pl StG 178+37J2 > j CO= OR WILL BE PAID PER ATUAL l ANTOTY INSTh EO R 26' 41.37' (LT) p = 4° 21' 47.32 (RT)'-�._ I = 3.(17 00.00 �G = 4° I L1 = 57° /7' 44.81" p = 57' 17' 44.81" + L=7.76 L=7.62 lo T =3.88 T =3.81 W 1 R = 100.00 R = 100.00 ^ ,-r- I-- - -- ._. 1 T •T, -.,,, .: � ,1 ,� �F- TI�� :1I .- . I� rr-.:.,�e _..f __. - -,�..r� - �_.�I�.I. - t✓_-�.(-- .-Ir,�_LI.�_. . --I� _ -. +:1, _ �y_ --. ` -*.I'� -_,�I .--�I: - _'I ---_�_I __-,I _r rTi�_-.i.. -_!,�. , _. F -1, -..._J.i J- �:,I _- I __. _ :.r . �I,, .� .I _I :.�,.- �� -L-II-- I'I -JI_ . t ttt- .-_I: -. �� - I -) �I 7Lii' - ,-ji -_ j I I 1 N;_, - -- i; .-. ,i.- - •i___ I:._ ! __ I rtI , - --I. I-� I II i �-'• `� T _ C -- - II 1 I I I. 1 ;.il ._-.. _.. ,..f..._-..... -.,_,_. 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I { «. , ,.. 4 �- , I�' , ,� ,r 1 -F. � , { ,. ...,;.- '_' r �� -1 t -i. 61 r, I.- - ti . I , .. , � � � I , r � t . , r � i 1 f f I � j, ., I_• 1 � J-_, - , , ., J ; I '_i., I --_ _..._._- _._. _-_.,._...___.i _.-•-'--__,"i. _._. �t....,_ i.._.. _._ _..�.__�.._. _1�._ _L. ...1 I� �ra 1 �. � {- i-� - II. -r. �.�I I ��, ., .. �t-, ��, ,+-.I I- r I �I J1 ,}; .n: � � -r. n I 't; ,� I I � -I� i t h ri - -..._ � I _.,... C � _,.,. I , .... I ., i-, , , ..-C. �-, L. I rim ( ._ i I � . . I i 1 . l 1 l l L .. 1.1 -'.-I f t-TIM� ,, � ,.. -4.... �� C ,, � C 't � i r, �, , ., I- � �� .I I-1 .T hi 1 I I -1*i i t'1- I I Ji I� ., ,I _.. f �,_ .1 �,. L I :J-.._ .. ,:-,. I,. , ,,. I.. { .I. ,:,� i .. f _ I I , I-, I. - 11 j-. '1 r' -1 - . ....-- --._ _.-.-:.1. .... _ _.- ,..._ _� _ _-.... _.1. .... . . . ...... .... . I_ I . = � ! I ' +- , , ,_ I .. I . � � :. � , .. � -Et � , : : r, . , I I �_ ,, IL I �- 1 I ._ I � ., 'I ' I I 1 I-, �,I ., I -,_ _.._-... , ,._- r . , I-,. . , , . ; , 1. L r .... .. ,. I, :. r . ' !i Ir I.P1 I - 9 �� I �, i �i. i�� , 1 ,,-� , _._I _._- ,-I--._:_� a �_J--- --r.l: ,-1 ,_ I_I .I,.l_ I, ,� 310 ,.,, � + III -: � �E.�{ +:� ,� .I iI _ �i I, � ,I .1 1 G, � i LL � �F .. I t m+11 1 I I I, i i � I 1'LI � _ I 4, �, aI I I i II I II I I Ci I T , , i i I 1310 C .. „ � -rr I C t a , t I _�F I a I 1 - I � L _ �"J_. �_ , � _ ,. _ �.r r .� r1. ,t' I� PI I --I-, I. T- - I -I� �, ITT -1.1-I t T ori _, IPI- 81 , � � � �-. ..i. r ,t. 1 7-.I I.+ .�� I_._,. �I ii_ I r 1- t I _ 1 I: - I..;' ,.,� 1•r :. ,., ;- {-. , i •- .I �I -r'i, r... I. I - 300 i 1�� I,.II I �Q Ir}. .,., ,::,�,� +:� II -, _Q I �, + 11 I ill,; ;i r E I _I 1 I i ,I i �nl , T,. i , r. ,i�. II .I ,. CI �� Tr r_�._r. _�__,_ r_, rti r r, E I .,,��, Gi +� I tl 300. _ t . , 1 � , , . .. � I I : , � . � . ; , i � . t � . I -C -, r i i- � -r,.. ;�-• �, l 1. L. ' i 1- ; i ' �, I �i I q I, t. I I I ; •.i III.I. i. i i� I � 1 � �I '� _ ;.3 - - �r I _ . .. .. , .; . . I� .. �,,� ., ,--i 1, .I. �. � I� 1�. � ,.I. f -- , .. E_ . 7 290 �. +;:I ;I I . , :: 'h -, -. -I ,__ I. 1 j i - C i I I C ., _„ .., _ ,�, � -I-.a� - - - L. _ T_ 0.��_ i i; , a_ ,..: t, -1 �_ -r*�, Hf- 1 - _ r- '- r. i �T 1 If 11i + r �, I 1 ( f i`II - 1 C8 II t _ r �T._�� - 290- - �,I I:.. - - , , ,�.. 1. + T .I . I I ,I � , , �.I-�- � I ,.,. I -,_ � . � . i :: 1tr - �; + = ._ I ,..1. 280 t +, . T .� �� 1' t 1� . , ,�Iri,i- � :` ,.L�:J ,+}'-i--i- i'i it { I µ C i_I I it '111 _ i i 2 80 - - .. ,i-,, ._;, , I i.. I � I� f. t. I I. I _ I I. I. :. 1 ,I• �� „-, .. I, .� I ..,, .r .. ..I .. �;r r ,l .J!� 1 1 f �E - i i -+ I , I'1- .I - l 270r I t- I 1,11270__ II is X11- 1 i, , i� , ;r 1-• �ft -i _I-1 i -i �} t� } ;.., I.. .- 7,Tr 260260-- 4-7 h f _�T_ LL +- {,. � 1 r.,.i_-1„ { iI II �.'. - - i i }(- + 1 ' 1�1 1 yy } I I I. ter- i I1.. ,�.� r �„ , .; .I; I, 250-- ��_ rl{ I , .r I' .I.�- I '.I. :., .t I rl :1 , •,T -t -I: If ;� I I -I _. ;� I, �. ; 250 i 1, ,� � �. I. I r I ice;. � r .I� I �I.I It I i-. .. __ I. 11 ., I_ I. I t,: I,. .;. „ VI- �.II ,�.��Ll- . I 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 PROJECT REFERENCE NO. SHEET NO. E2921F ATT L —2-0— P,W SHEET NO. FACILITIES DESIGN HYDRAULICS ENGINEER EIf1EER . ........... A QOES S S S O.......... . IT Ln QEIP + + 110 ----------------- ----------------------------- ---------------- --- ---------------------- ------ - ---------- - __K7 ------ I--- c F C3D EIP EXIT R: 1L FPO 4' HIGH SAFETY FENCE (CHAINLINK FENCE) ALL SAFETY PENCE TO BE FIELD LOCATED By THE ENGINEER ALL SAFETY FENCESHALL BE VINYL COATED AND SHALL NOT HAVEANY SHARP FDCfS ON THE TOP SURFACE APPROXIMATE DUMMY OF CHAINLINK SAFETY FENCE = 15200 LF APPROXIMATE OUANTIFY Or LIME POSTS = 1264 EA APPROXNATE OUAATffY OF TERMINAL POSTS - 55 EA CONTRACTOR WILL BE PALD PER ACTUAL OUMTOY INSTALLED 1 1 1 11 1 1 t I 1 I_.,..1., 1 L I _i_1 Jt_ Jj I l i 4- -H Li 1; j . . M J_ W-1- i J H H + 1 1 14- i t 1 1, lA 320 r f i J-rr L +L A r. T +1 t J.'T 4 i i iT JII it r I 310 11-4- Ir I FT i- f v T11 1J, I H L i .44 j, J J. i j A i -I r 1-1 4 2-9TL a 300 4-1 14 T j 0 +L_ 1 1 A I 29 A- j4 7 L r. -4- A- -T -1 -4 - r 280 i -i I r 7 I I. Ir I it i- H A -L I. 144", � ji;--i L 1 L [F 270t. T 1. !1 +!W T 1 i-1 t J 1ilk T H i - -h Lt 4+1 260 17 T T 4+ V, 14 41 L V IT - t i� Am I T A i 1 it t i J i H J �j -1 250 tr I 7ri i +; LLL L--" 186+00 187+00 188+00 189+00 190+00 191+00 192+00 14L_ -,j 1—i 4-1 TL.I II _H; ill LI Ij 4 H 41' IM 4� A Li� 320 L II 1 I. M� 1 II TT;- it 'r IPill- ill1. i, R -M; LLL is _rl 14II t 290 I. r7i 1 10'r5 �i 280 I 11 Ir 4IT7 j 270 rT7 11TII 11+ rI L j 41 4l, 141 11 4 ITr IL 1 L _j 250 Ii 1. 193+00 194+00 195+00 196+00 197+00 PROJECT REFERENCE NO. s-r NO E2921F ATT 21 KW SHEET NO. FACILmEis DESIGNHYDRAULICSHYDRAULIC ENGINEER ENGINEER CA t s s SEAL '"mm c. A w 0) '.6 cki 6 co Pf Sto 199+85.82 E6 o 66 + 4'26'08J0"(LT) (3) l3i 2j 1 D = 57* /7' 44.81" 6 L= 7.74 p t c\I O Ln T 387 c\j H i6b.00 6 ck -41 + CLASS B RIPRAPi,tsr, rl 7 TONS CL 6 RIP -RAP r-1 "/ E - _1G 22 S.Y. FILTER FABRIC F P ----- --——— -- —F— - — - — -------- tD 4 - �00 7 -------- ------------- c F -------- F AID RE TAIINJ 1 IF, L ` G ING + P/ Sto 199+66.71 2 4' HIGH SAFETY FENCE (CHAIAl FENCE) P! Sto 06+1722P1 Std 203 h8J.42 Z� = 7* 5T 316,25 (LT) 4'24'01.73'(Fi 7) ALL SAFETY FENCE TO BE FIELD LOCATED BY THE ENGINEER D = 4`r)513,3.20' D 57*17'44.81" ALL SAFETY FENCE S�N% L CRATED AND SHALL NOT H&F SR�N S D 2'51'53.24' 1 194.50 ANY P EDGES 0 J�CVNYGR C L_n �PRGXJUATE 0UAIqTTy OF CANNUNK SAFETY FENCE = 15200 V T 97.41 L 7.68 L 91.20 T 3.84 APPROXIMATE OUAlITITY OF LINE POSTS = 1264 EA T 45.61 APPROXIMATE OUAllTfly OF TERMINAL POSTS = 5 EA 1,400.00 R /00-00 CONTRACTOR WILL BE PAID PER ACTUAL INSTALLED R 2,660.00 310 TI 4 IV r FUI _-3-00 I I.; t Hit a* LL t— IILI -F 290 -�7 + i�l - t' :I 1111-1, HTI t.r i I i 11 T 171-11 1 J t il— V T 1- -—T 4 4.c J hi I IH l i t 4+� I -T(f 280l�II T - 41 iIt 7 A DT Ti l A_ 270 r F� i -i- -4 AT T L 4- it it 260 ;1, J r + H 7 -T 4 j t rr,IT I. T H 250 Is AIt _T 'T� t I It T� L I TIT!- TI -1 I I'l, 4. F4 I J 240 H H I LtFiT H r t J- i L L H-11- _! T. �i, t t -—L4— TI. HW 1` 1 14 i j 1 TT 1 H. Uri �1-i M! ki I i;till 1 .11 71 1 4� ff !Ia I. -I j j 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 v t f+ lI -T I L -14 1 A T J -4 uJ 310 4-� j LHU 300 it F; j 1 1 J Ili 280 4—' - 70 60 T Ii 250 T-_ �_-j I II 7 IT j 1 t 240 I t. 206+00 207+00 208+00 --PROTECT REFERENCE NO. I SHEET NO. E2921F ATT 22 RW SHEET NO. FACIItiIES DESIGN HYDRAULICS ENGINEER ENGINEER ttApulgtp O 4' HIGH SAFETY FENCE (CHAINLINK FENCE) ; Q° ° 9r: is SEAL - ACL SAFETY FENCE TO BE FIELD LOCATED BY THE ENGINEER � f X9669 - ALL SAFETY FENCE SHALL RE VIMYL CONED AND SHALL Nor HAVE c_�r �•,F ANY SHARP EDGES ON THE TOP $VRFKf APPROX/NATE WN/TNY OF CHNNUNK SAFETY FENCE i52W !F 'G�4"G� G INfER��`� j� �� ,E ••• F'PO��` i � 8 N'PROX/YNE QUANTITY OF UNE POSTS - 120`4 EA 1.\��` MPROXIMNE CUANTRY OF TERMINAL POSTS - 55 EA • Et �tMilsot¢ I I 117 l �• - CONTRACTOR WILL BE PND PER ACTUAL OUANTNY INSTALLED v , O QV N Q N Qi --- N Q f I � 'h. r � N ,:•:; - L. 3 TONS CL 8 RIP RAP - SS BRIP-RAPII S.Y. IL of o - _ _ y � � � UCLA —/ V ~, ~._ I N /n• < 4/5'T�''t. � - — - " - ✓- _ __ _ F w.. _ _--ter• F --_` _- Niw m_ _ - F 3 s o k �-- � � r ---- F _---- --- F C ---- S1�rR•,4 Pl Ste 208+93.99 Pl Ste 210+52.57 fI' i 5'18' 08.24" (LTJ /� = 3' 2/' 0925" (LT) ` -- — - - - -- LD = 8.240.99' D = 5T 1' 4425" Pl Sto 212+12.87 P1 Ste 214+18.43138.81 L = 5.85C = 4'Sl'4330"(LTJ D = 8.34'37.97(LTJ 69.46 T = 2.93 L = T09'43J0° L = 54.82 L = 67.82 = !.500.00 R = 100.00 T 33.93 T = 27.42 R = 800.00 R = 668.00 300 111 290 , I III t - Y 1 11 J - ! I 280 I I 2 70 -J L I i 1- ,� -=I 1 L. _ 260 I 1 it 4.11 -'-- II* II I �- l ;1� i 250 1 I' i f l l I -- - it T -240 „ I f f I 208+00 209+00 210+00 __-- 1�+-,... rel i I I + I' �-�, - r1 :, , •'• :_ ','r:. •' , � r•I� '�i 4 i I! -i i T '1300 I , I LI _i ,- I ,. �, , I I-:-" .- 1 -• -, :! I 1-- I ' , f.I.! , , C I I � , , _ '---'—`�-- - I I- _- .._.------- .� , 1- rl- r �-1-!-! I , ii I -t::l? � i I .I: -I F �. 1= ,. :!'. 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If ,�� :�I Q TIG !/ i'' : ,._LJ- :,-t L.I-. ,., i..._,..,_-,--• ._ {t -:,1 i. LL M! i I I I. , . F I ; _ -i f.. 11Y" , f I l-' t l J r 1 _t I_ I .i ,_ ... _I } , . , _L...I�r T:. � r lr ! ] 1 ;• . , ,1 :t I 250 -1_I-r {-1..I. .'� 1' r-*--:..F-'---Y--�: ..-L,., - -.�--r---t -i t _,-..1 .It-r:.II..I.,-.I I:'.I t1 -r- f. Itl -fl :I Ili I Y r. it -,_f , . I. , I.I (.., ? I L. I.I.. , - - I -I , I f 1 , flp,-� _.114_... _._.-L.I-_•-.I, 'I; I 1-y- -.' i--_ -- -!-i-- j-, t_} . ' .....r. I,,I ,, LI_. 1 :-,,:� :I I,, ,-�.. •, ff -,. ; Ii- , 4 ;, _ , , -i 240 - -- - i. )- 1.Lfi 1 r : 1 -1 .. i li- I. f r: LI I 230 _....-- ,. ..rt-' _;.i :: I � }' t l . , � . I -I'-,. � _•. ,. ,..I. _ i. .,,. 1_ _L.; _` -I_ , { -i' 1 ' ' �� -I- -I I J , . I_,.Yi 1-1- {-I�i •I -,t: II: �, I„ I I.6 „ ,,:.I. I.I r I I ,,.:, :. I f f' I, t I i t I I om- A -r7J, ! , I ! I, 141 , r� V I j .. r I --r :: --- . , , r „- _!. i , T 1 r -r ''- ',- I I..I .: I_ , L: , ' I I I { I- I T r; l r I: I I ,. r I :;Jilt .. I: I-, ,; I. I r, -h I I_' r,r t., , I:. 1. II I,. ,. I:II: I, F :I-l.1,�., .II: rl,l : I_.:. -LLL- ILL II. 213+00 214+00 215+00 216+00 217+00 218+00 219+00 PRO1ECl REFERENCE N0. SHEEi N0. E2921F AiT __ 23 RhY SHEEP N0. FACILDIES DESIGN HYDAAUlICS ENGINEER ENGMEER ~prmurrp~ ' KCARO"9 X10 to P0/ b, i~~~°"~SSI ~~hq% ~ ~?~iFESSJQ~'~~'•^ OFti Ohy.. •• N QQO ~. °~ SEAL <. O 4'Hly^H SAFETY FENCE ICHAINGNK FENCE) \~ ~ S~~t/' % 19669 t - aC SA'ftt FEIICE 70 9E FIEID LCCAiEO Br' THE ENGfNEER 1 \ ~ "-,(~1Q1~ ,~i ~F '~~~ ~ ~ , - a1 SArETY FfA'CE SHALL BE VM1L CONED ANO SHOLL NOi HC/E 77X7~~ ~~\ ••,,~(G'.',t'~ ~ NEE••.~'4~~ , W~,, i NCWRC Manged Area awsHaRP fags aN rnE roP $i1RfKE ~ ~.IIgR^A^Sg~,~ r,,,,rlr rr,,,} 0q 1y! ; - APPrrox~MNE Wanm aF cH,vxtu+e sar'Err FENCE - 152W If ~ rrrpru WrrFyl I°~~~ 3 ~ f PARCEL U~ - APP{pXIMAiE WAYTRY Of UNE POSTS = lZo4 Ed I - APPROxfNATE WanRY OF TERMING( PoSTS = 55 EA i - COMRACTCR WII1 BE PNO PER A'TUAL WAN1'RY 1N5Ta1fO 1~) vl ~ CHAiNLPJK FENCE ALONG NCWRC MANAGED LAND ~ I E'(IS11NL R/w - CONSULT M1t1YfiC BfFORE PUGNG fENCE ACOYG NLWAC MAYM,ED LAND ~ _r. -^w-~T O _~ ___ __ _.. ~ E%ISi6NG R/YI ~ O kI ~O I~ M o ~ L n __ . _ r - -_ - - - - -- F - __ _ M -- - - ; ~ h - -.s _ ~~ ~'a~ ~~ i .v- ~ ~-c=.~-w ~ ~ Z ~ ' 25.6 W ~ li N ~ ,./l~T nr, C _. - -. tll~'LN~I fit M1 -~ ~ - - - - -- -._.._. _. _. -. ---- - - ---- --- - ~ - --- --- - - -- - -- --- - J ~ F ~ F _. __------- ~ C r C C F F ~ ~, -- _. ~ C C ~ +v. r +~. 0 __ r I - --..__.._.----- --------E---------------- ---- - ~ ECM1, G - E-- - PzISTwc R/n NCWRC Manged Area PARCEL #7 n '.:..I_t „ L .;-1- . , '.:_ -Li, ~_ . ~ '.. ~. ~.L:, ..~. ~.~I. ,. 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L.1 ~ „ ~ r ~-,~• i+' rf ~1 ~ ~ }~ E~ 1 III I -E! , I: .~ { I. ~ - _ ~t1 1 ~~ 1 ;'~; :., -F: ::•-, ~ vn;-1 1,r-;t : rtr -r ~~-11 :;l 1 rh7...~ II'~-~;rt `-1-}},. { ,..,,.,.. 11 '-~-Irt.. :-r; 'i 4-,--t--tl ~ur `~ II~~ :.I 'I ii ifl I ~ ~.I II '(I I ~ I -.. _ _..__, _. __1 - . L _:.._ _ . 1~ L __: -~ 1 , . __... _-_ 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+OU N m wcwnc Ln PARCEL "7 =0+ C 10 V71 _7 N 30 50'2421" -^-===~~=== - - - - -'--' -- uu + vo c1q FENCE (CHAINLINK FENCE END PROJECT E -292/F AT7 ALL 1�� FENCE 10 OWED 81 TIE ENII�EER . wcwnc wo^m*u xnau -'' STATION '~` ^--'� ~~~'~ ' -- 114 4 F T7 TT 290 1 RI T Ti " 71 411 4-1- Ittli- lit- It 260 250 1 TT H Ti 7 rf t-1 Li - L%_ It It Ej 220 tT FT 22 0 IFF lk- 4-41 LT t